O'CONNELL STREET - Caddens Hill · o'connell street caddens road o'connell lane stage 5 locality...

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STAGE 5

LOCALITY SKETCH

PLAN No.

FILE No.

J. WYNDHAM PRINCECONSULTING CIVIL INFRASTRUCTURE ENGINEERS

PO Box 4366 PENRITH WESTFIELD NSW 2750

P 02 4720 3300 F 02 4720 3399

W www.jwprince.com.au

E [email protected]

& PROJECT MANAGERS

Prepared By:

ISSUED FOR CONSTRUCTION APPROVAL

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110358CC500

A110358/CC500

SITE OF WORKS

STATE

ARCHIVES

CADDENS HILL - STAGE 5

PROPOSED ROAD & DRAINAGE WORKSDA 17/0099

CONSTRUCTION CERTIFICATE

CADDENS HILL

STAGE 5

LEGEND, NOTES & INDEX

110358/CC501 A

110358CC501

A.H.D

M.G.A

MSRTNM JT 23/08/17ISSUE FOR APPROVALA

PLAN No:

DATEAMENDMENT

J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS


P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]

& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:

ORIGIN:THIS DRAWING MUST NOT BE USED FOR

CONSTRUCTION UNLESS SIGNED AS PART OF AN

APPROVED CONSTRUCTION CERTIFICATE.

SHEET SIZE: A1 ORIGINAL

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UTILITIES SHOWN ARE DIAGRAMMATIC ONLY, CONTRACTORS ARE

RESPONSIBLE TO LOCATE AND AVOID DAMAGE TO THEM.

NOTE: UTILITIES SHOWN MAY NOT INCLUDE

ALL SERVICES WITHIN THE LIMIT OF WORKS

PRAM RAMP

EXTENT OF WORKS

KERB & GUTTER

DRAINAGE LINE, PIT & EASEMENT

KG

DRAINAGE LINE & PIT

Ø225

CATCH DRAIN

Ø600

PROPOSED EXISTING

GUIDE POSTS

CONTOURS

> > >

KERB RETURN No

STATE SURVEY MARKS

SURVEY MARKS - BENCH MARKS

EXTENT OF CUT

RECOVERY PEGS

TREES TO BE REMOVED

EXTENT OF FILL

TREES TO BE RETAINED

DESCRIPTION

TELECOM, BOX

ELECTRICITY, POWER POLE

STREET NAME SIGNS

WATER, STOP VALVE, HYDRANT

SEWER, MANHOLE

GAS

HEADWALL

LEGEND

SP

STAGE BOUNDARY

STABILISED SITE ACCESS

SEDIMENT FENCE

STRAW BALE BARRIER

STOCKPILE SP

MESH AND GRAVEL INLET FILTER

GEOTEXTILE INLET FILTER

PROTECTIVE FENCING

46.0

FUTURE

05/05

05/06

KR

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E E E E

S S S S

G G G G

W W W W

T T T T

STAGE 6

STAGE 5

DRAWING INDEX

Drawing

Number

Drawing Title

Revision Number

110358/CC500 COVER SHEET

A

110358/CC501

LEGEND, NOTES & INDEX A

110358/CC502 SITE LAYOUT PLAN

A

110358/CC503 ROAD SETOUT PLAN

A

110358/CC504 ENGINEERING PLAN

A

110358/CC505 ENGINEERING PLAN

A

110358/CC506 ROAD No.9 & 11 LONGITUDINAL & TYPICAL SECTION

A

110358/CC507 ROAD No.12 & 13 LONGITUDINAL & TYPICAL SECTION

A

110358/CC508 ROAD No.13 ROAD LONGITUDINAL SECTION

A

110358/CC509 ROAD No.20 LONGITUDINAL & TYPICAL SECTION

A

110358/CC510 ROAD No.9 CROSS SECTIONS

A


A


A

110358/CC513 ROAD NO.13 CROSS SECTIONS

A

110358/CC514 ROAD No.20.CROSS SECTIONS

A

110358/CC515 KERB RETURNS

A


A


A

110358/CC518 CATCHMENT PLAN

A

110358/CC519 PIT DETAILS & PIT SCHEDULE

A

110358/CC520 DRAINAGE LONG SECTIONS

A


A


A


A


A


A


A

110358/CC527 DRAINAGE CALCULATIONS

A


A


A


A


A


A


A


A

110358/CC535 RETAINING WALL PLAN A

110358/CC536 RETAINING WALL SECTION A



110358/CC539 BASIN PLAN A

110358/CC540 BASIN RETAINING WALL PLAN A

110358/CC541 BASIN SECTIONS A

110358/CC542 BASIN DETAILS A

110358/CC543 BASIN B OUTLET DETAILS A

110358/CC544 SOIL & WATER MANAGEMENT PLAN A

110358/CC545 SOIL & WATER MANAGEMENT NOTES A

SURVEY SET OUT INFORMATION NOTES:

1. ALL SITE SET OUT AND CONTROL POINTS ARE TO BE CERTIFIED BY A

REGISTERED SURVEYOR.

2. THE INFORMATION DETAILED ON THE CERTIFIED CONSTRUCTION CERTIFICATE

PLANS TAKES PRECEDENCE OVER ALL ELECTRONIC INFORMATION PROVIDED.

THE ORDER OF PRIORITY FOR USE OF ALL INFORMATION PROVIDED IS AS

FOLLOWS:

a. CERTIFIED CONSTRUCTION CERTIFICATE DRAWINGS

b. 2D DRAFTING BASE (ELECTRONIC FILE)

c. 3D DTM (ELECTRONIC FILE)

3. ANY DISCREPANCY BETWEEN ANY OF THE INFORMATION CONTAINED WITHIN

THESE FILES IS TO BE BROUGHT TO THE ATTENTION OF THE

SUPERINTENDENT PRIOR TO CONSTRUCTION WHO WILL SEEK CLARIFICATION

AND ISSUE INSTRUCTIONS ON THE APPROPRIATE COURSE OF ACTION.

LOT CALCULATIONS BY:

VINCE MORGAN (SURVEYORS) PTY. LTD.

CONSULTING SURVEYORS

P.O. Box 227, Penrith. 2751

Ph. (02) 4721 5293

FILE: 20467 - 5L(A) DATE: 18/02/17

SURVEY BY:

SDG LAND DEVELOPMENT SOLULTIONS

UNIT 7 1B KLEINS ROAD

NORTHMEND 2152

Ph. (02) 9630 7955

FILE: 6072 CONTOUR ISSUE D.DWG DATE: 22/4/16

Survey By:

VINCE MORGAN (SURVEYORS) PTY. LTD.

CONSULTING SURVEYORS

P.O. Box 227, Penrith. 2751

Ph. (02) 4721 5293

Date: 21/09/16 File Name: 20467-L2.dwg

Date: 21/09/16 File Name: 210916topo.dxf

GENERAL NOTES:

1. ALL WORKS ARE TO BE IN ACCORDANCE WITH PENRITH CITY COUNCILS "DESIGN GUIDELINES FOR ENGINEERING

WORKS FOR SUBDIVISIONS AND DEVELOPMENTS" & "ENGINEERING CONSTRUCTION SPECIFICATION FOR CIVIL WORKS".

2. SURVEY MARKS:-

2.a. STATE SURVEY MARKS LOCATIONS TO BE FIXED BY PROJECT SURVEYOR DURING WORK AS EXECUTED SURVEY

OF SUBDIVISION.

2.b. 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.

3. THE CONTRACTOR SHALL LOCATE AND LEVEL ALL EXISTING SERVICES PRIOR TO COMMENCING CONSTRUCTION AND

MAKE ARRANGEMENTS WITH THE RELEVANT AUTHORITY TO RELOCATE OR ADJUST IF NECESSARY.

4. THE CONTRACTOR SHALL NOT ENTER UPON NOR DO ANY WORK WITHIN ADJACENT LANDS WITHOUT THE WRITTEN

PERMISSION OF THE OWNERS. TO BE PROVIDED PRIOR TO THE APPROVAL OF THE PLANS.

5. THE CONTRACTOR SHALL MAINTAIN SERVICES AND ALL WEATHER ACCESS AT ALL TIMES TO ADJOINING PROPERTIES.

6. NO TREE SHALL BE FELLED, LOPPED OR REMOVED WITHOUT THE PRIOR APPROVAL OF COUNCIL'S ENGINEER.

7. TREES TO BE RETAINED ON SITE SHALL BE PROTECTED BY SUITABLE STURDY APPROVED PROTECTIVE FENCING

PRIOR TO COMMENCEMENT OF SITE WORKS.

8. THE CONTRACTOR SHALL CLEAR THE SITE BY REMOVING ALL RUBBISH, FENCES OUT-HOUSES, CAR BODIES AND

DEBRIS ETC.

9. EXISTING SEDIMENT BASINS SHALL BE DEWATERED AND DESILTED. LEVELS SHALL BE OBTAINED ON SOUND MATERIAL

PRIOR TO FILLING.

10. 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 HAS BEEN OBTAINED

FROM THE COUNCIL.

11. SITE FILL AREAS:- THE CONTRACTOR SHALL TAKE LEVELS OF EXISTING SURFACE AFTER STRIPPING TOPSOIL AND

PRIOR TO COMMENCING FILL OPERATIONS.

12. ALL SITE FILLING TO BE COMPACTED TO 95% STANDARD COMPACTION AND SHALL BE CONTROLLED BY A REGISTERED

SOIL LABORATORY IN ACCORDANCE WITH COUNCIL'S "ENGINEERING CONSTRUCTION SPECIFICATION FOR CIVIL

WORKS".

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

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

15. EASEMENT WIDTHS SHALL BE IN ACCORDANCE WITH 3.11 DRAINAGE EASEMENTS OF PENRITH CITY COUNCIL'S DESIGN

GUIDELINES FOR ENGINEERING WORKS FOR SUBDIVISION AND DEVELOPMENTS.

PIPE DIA. EASEMENT WIDTH

150Ø 1.5m

225Ø 2.0m

300Ø 2.0m

375Ø 2.5m

450Ø 2.5m

545Ø 2.5m

600Ø 2.5m

675Ø 3.0m

16. DRAINAGE LINES UNDER ROADS SHALL BE BACKFILLED WITH NON-COHESIVE SAND AND HAVE 3m OF SUBSOIL DRAIN

WRAPPED IN APPROVED FILTER SOCK, DISCHARGING INTO DOWN STREAM PITS.

PIPE CLASS INDICATED ARE FOR REINFORCED CONCRETE PIPES (RCP)

IF FIBRE REINFORCED CONCRETE PIPES (FRC) REFER TO PENRITH CITY COUNCIL "ENGINEERING CONSTRUCTION

SPECIFICATION FOR CIVIL WORKS"

17. ALL CONDUITS AND MAINS SHALL BE LAID PRIOR TO LAYING FINAL ASPHALTIC CONCRETE SEAL.

18. VEHICULAR CROSSINGS SHALL BE CONSTRUCTED IN KERB AND GUTTER WHERE SHOWN IN ACCORDANCE WITH PCC

STANDARD DRAWING SD1004.

19. PRAM CROSSINGS SHALL BE CONSTRUCTED IN KERB AND GUTTER IN ACCORDANCE WITH COUNCIL'S STANDARD

DRAWING SD1002.

20. STREET NAME SIGNS SHALL BE ERECTED, WHERE SHOWN, IN ACCORDANCE WITH COUNCIL'S STANDARD SD1006/1 AND

SD1006/2.

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

22. ALL INTERALLOTMENT DRAINAGE LINES SHALL BE LAID AT A MINIMUM GRADE OF 1% UNLESS OTHERWISE INDICATED.

23. DRAINAGE LINES ON PLANS ARE DIAGRAMMATIC ONLY AND PIPE CENTRELINES SHALL ENTER AND EXIT PITS AT THE

CENTRE OF THE RESPECTIVE PIT WALLS.

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

SUPERINTENDENT.

25. 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 AND APPROVED BY

PENRITH CITY COUNCIL THROUGH A S138 ROADS ACT APPROVAL.

26. ALL LAND THAT HAS BEEN DISTURBED BY EARTHWORKS IS TO BE SPRAY GRASSED OR SIMILARLY TREATED TO

ESTABLISH A GRASS COVER.

27. NO FILL MATERIAL IS TO BE IMPORTED TO THE SITE WITHOUT THE PRIOR APPROVAL OF PCC IN ACCORDANCE WIT H

SYDNEY REGIONAL ENVIRONMENTAL PLAN No.20 (HAWKESBURY-NEPEAN RIVER) (No.2-1997). NO RECYCLING OF

MATERIAL FOR USE OF FILL MATERIAL SHALL BE CARRIED OUT ON THE SITE WITHOUT THE PRIOR APPROVAL OF

COUNCIL.

28. ALL EARTHWORKS SHALL BE UNDERTAKEN IN ACCORDANCE WITH AS3798 AND PCC DESIGN GUIDELINES FOR

ENGINEERING WORKS FOR SUBDIVISIONS AND DEVELOPMENTS AND ENGINEERING CONSTRUCTION SPECIFICATIONS

FRO CIVIL WORKS.

29. VEHICLE CROSSINGS TO BE LOCATED 1.0m CLEAR OF ANY LINTELS.

30. ALL VERGE AREAS EXTEND FROM BACK OF KERB TO PROPERTY BOUNDARY TO BE TURFED.

31. ALL STORMWATER PITS WITH DEPTHS GREATER THAN 1.0m TO HAVE GALVANISED OR OTHERWISE APPROVED STEP

IRONS AT 300mm SPACING INSTALLED.

32. KERB TYPES USED IN SITE ARE KERB AND GUTTER UNLESS OTHERWISE NOTED. FOR DETAILS REFER TO PENRITH CITY

COUNCIL "ENGINEERING CONSTRUCTION SPECIFICATION FOR CIVIL WORKS" STANDARD SD1003/1 & SD1003/2.

33. KERB ADAPTORS SHALL BE PROVIDED FOR ALL LOTS DRAINING TO THE STREET. FOR DETAIL REFER TO PENRITH CITY

COUNCIL "ENGINEERING CONSTRUCTION SPECIFICATION FOR CIVIL WORKS"

34. ALL WASTE MATERIAL STORED ON-SITE ARE TO BE CONTAINED WITHIN A DESIGNATED AREA SUCH AS A WASTE BAY

OR BIN. CONTRACTOR TO ENSURE THAT NO WASTE MATERIALS ARE ALLOWED TO ENTER THE STORMWATER SYSTEM

OR NEIGHBOURING PROPERTIES. THE DESIGNATED WASTE STORAGE AREAS SHALL PROVIDE AT LEAST TWO WASTE

BAY/BINS SO AS TO ALLOW FOR THE SEPARATION OF WASTES, AND ARE TO BE FULLY ENCLOSED WHEN SITE IS

UNATTENDED.

CUSTOM MADE PRECAST PIT NOTES:

1. DESIGN DOCUMENTATION REFLECTS PRECAST DRAINAGE PITS BEING USED FOR

THE SITE. UNLESS NOTED OTHERWISE.

2. AUSPITS CUSTOM MADE PRECAST PITS TO BE USED.

3. PITS TO COMPLY WITH THE FOLLOWING PARAMETERS:

3.a. ARE SPECIFICALLY MANUFACTURED FOR THE PROJECT.

3.b. EACH PIT IS ACCOMPANIED BY A CERTIFICATE OF STRUCTURAL ADEQUACY

SIGNED BY A NPER ENGINEER (STRUCTURAL)

3.c. THE STRUCTURAL CERTIFICATION OF THE PITS SHOULD INCLUDE ANY

ADDITIONAL PRECAST ELEMENTS REQUIRED TO BRING THE PIT UP TO FINAL

LEVELS ON SITE.

3.d. PITS MUST BE FIRMLY BEDDED ON SOUND MATERIAL.

3.e. CONCRETE IS TO BE POURED AROUND THE BASE TO AID IN STABILISATION OF

THE PIT.

3.f. PIT FLOORS ARE TO HAVE A 1% FALL TOWARDS THE OUTLET PIPE.

3.g. ANY PIT REQUIRING MODIFICATION AFTER IT HAS BEEN POURED IN THE

FACTORY OR DAMAGED IN TRANSPORT CANNOT BE USED.

3.h. ALL WORK TO BE TO THE SATISFACTION OF COUNCIL'S DEVELOPMENT

INSPECTORS.

IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE DETAILED PIT DRAWINGS AND

STRUCTURAL CERTIFICATION IF INSITU PITS ARE TO BE CONSTRUCTED.

AutoCAD SHX Text

SV

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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STAGE 2

EXISTING

STAGE 3

STAGE 5

105 LOTS

FUTURE

STAGE 6

FUTURE

SUBDIVISION

EXISTING

STAGE 4

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EXISTING

STAGE 1

DETENTION

BASIN &

RAINGARDEN B

STATE

ARCHIVES

PLAYING

FIELD

DETENTION

BASIN &

RAINGARDEN D

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ROAD 7

DETENTION

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CADDENS HILL

STAGE 5

SITE LAYOUT PLAN

110358/CC502 A

110358CC502

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

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LEGEND

STAGE BOUNDARY

UTILITIES SHOWN ARE DIAGRAMMATIC ONLY,

CONTRACTORS ARE RESPONSIBLE TO LOCATE AND

AVOID DAMAGE TO THEM AS SPECIFIED BY EACH

UTILITIES EXCAVATION GUIDE LINES & STANDARDS.



WARNING!

UNDERGROUND SERVICE CABLES IN

VICINITY. EXERCISE EXTREME

CAUTION DURING EXCAVATION.

CONTACT "DIAL BEFORE YOU DIG"

PRIOR TO ANY CONSTRUCTION WORK

1:1500 (AT A1)

METRES

75 0 75 150

PLAN

SCALE 1:1500

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PARK

DETENTION

BASIN &

RAINGARDEN B

FUTURE

SUBDIVISION

EXISTING

SUBDIVISION

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ARCHIVES

(4.0 -8.0 - 4.0)

(4.0 -8.0 - 4.0)

(4.0 -8.0 - 4.0)

(4.0 -8.0 - 5.25)

R

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(5.25 -10.5 - 5.25)

DETENTION

BASIN &

RAINGARDEN C

EXISTING

SUBDIVISION

(4.0 -8.0 - 5.8)

R

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PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

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CADDENS HILL

STAGE 5

ROAD SETOUT PLAN

110358/CC503 A

110358CC503

A.H.D

M.G.A


METRES

1:1000 (AT A1)

20 10 0 10 20 30 40 50 60 70 80 90 100

1:2000 (AT A3)

UTILITIES SHOWN ARE DIAGRAMMATIC ONLY,

CONTRACTORS ARE RESPONSIBLE TO LOCATE AND

AVOID DAMAGE TO THEM AS SPECIFIED BY EACH

UTILITIES EXCAVATION GUIDE LINES & STANDARDS.



WARNING!

UNDERGROUND SERVICE CABLES IN

VICINITY. EXERCISE EXTREME

CAUTION DURING EXCAVATION.

CONTACT "DIAL BEFORE YOU DIG"

PRIOR TO ANY CONSTRUCTION WORK

BENCH MARK LOCATION

SSM112646

E 290687.2140

N 6260213.3860

CHAINAGE EASTING NORTHING BEARING RAD/SPIRAL A.LENGTH

0 290466.16 6260521.69 37°48'06.09"

93.95 290523.75 6260595.92 37°48'06.09"

119.93 290540.04 6260616.93 -100 51.97

145.92 290543.75 6260643.25 8°01'23.02"

427.25 290583.02 6260921.83 8°01'23.02"

ROAD 20

CHAINAGE EASTING NORTHING BEARING

0 290483.72 6260779.8 97°49'28.28"

312.25 290793.07 6260737.29 97°49'28.28"

ROAD 11


0 290704.66 6260286.76 27°57'29.68"

52.09 290729.09 6260332.77 27°57'29.68"

69.13 290737.15 6260347.97 -100 34.07

86.16 290739.67 6260364.98 8°26'12.57"

377.32 290782.39 6260652.99 8°26'12.57"

386.22 290783.7 6260661.8 -190 17.8

395.12 290784.18 6260670.69 3°04'11.25"

396.04 290784.23 6260671.61 3°04'11.25"

405.38 290784.73 6260680.95 200 18.69

414.73 290786.1 6260690.2 8°25'30.32"

526.71 290802.5 6260800.98 8°25'30.32"

535.8 290804.21 6260812.47 -11.5 18.18

544.9 290792.69 6260814.05 277°49'33.98"

767.56 290572.1 6260844.37 277°49'33.98"

ROAD 12


0 290362.88 6260733.38 97°50'22.43"

93.24 290455.26 6260720.66 97°50'22.43"

108.92 290475.01 6260717.94 -20 31.35

124.6 290477.79 6260737.68 8°01'22.92"

321.14 290505.22 6260932.3 8°01'22.92"

ROAD 13


0 290463.72 6260628.92 8°01'22.92"

64.53 290472.73 6260692.82 8°01'22.92"

75.72 290474.33 6260704.2 -40 22.39

86.91 290469.65 6260714.69 335°57'29.45"

95.21 290466.27 6260722.27 335°57'29.45"

ROAD 9

SS

SS

S

S

S

S

S

S

SSSS

SSSS

SSSS

SS

SSSS

SS

S

S

SS

SS

SS

SS

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SS

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>

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>

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>

>

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>>

>>

>>

>>

>>

>

>

>

>

>

>

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>>

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>>

>>

>>

>>

>>

>

>

>

>

>>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>>

>>

>>>

>>

>

>

>

>

>

>

>>

>

>

>

>

>

>

>

>

>

>

>

>

>

686685

684

683 682681

675674

673

672

671

670669

668 667666

665664

663 662661

660659

658657

651650

649648647646

645644

643642

641640

639

638

637

636

635

634

633

632

631

630

629628 627

626

625 624623

622

621

494

493492

491

490

489

480

479

478

477

460

459

458

457

456

455

454

453

452

399

605

604603

602

561

560

559558

557

556

555

554

553

552

551

550

549548

547

546

545

544

543

542

541540

539538

537536

535

534

533

532

531

530

529528

527526 525

524

523

522521

520

519

A

N

G

L

E

6

5

.

6

6

N

S

767.563

735.000

750.000

765.000

68.394

90.000

1

0

5

.

0

0

0

1

2

0

.0

0

0

135

.0

00

150

.0

00

165

.0

00

19

5.00

0

TP93.244

TP

124.596

81.628

82.836

1

1

1

.

2

0

9

20

9.5

61

21

0.0

00

225.000

240

.0

00

25

5.00

0

270.000

28

5.0

00

30

0.00

0

33

0.0

00

345.000

36

0.0

00

0.000

15.000

30.000

60.000

75.000

90.000

105.000

120.000

ROAD 13

ROAD 20

R

O

A

D

6

205

.3

67

9

5

.

2

0

6

15.000

30.000

45.000

60.000

7

5

.0

0

0

9

0

.

0

0

0

TP

64.527

T

P

8

6

.

9

1

2

8

1

.

6

2

88

2

.

8

3

6

ROAD 9

KR 56

KR 57

KR 58

KR 59

KR 48

KR 49

KR 46

KR 47

KR 50

KR 51

RO

AD

11

FUTURE STAGE 6

SUBDIVISION

KG

KG

KG

KG

KG

KG

KG

KG

KG

KG

KG

KG

4.0

8.0

4.0

4.0 8.0 4.0

5.25

10.5

5.25

4.0

8.0

5.2

5

4.0

8.0

4.0

4.0 8.0 4.0

4.0 8.0 4.0

5.25 10.55.25

RW

11

RW 16

REMOVE GUIDEPOSTS

MAKE SMOOTH CONNECTION

TO EXISTING

LIMIT OF WORKS CH209.567

REMOVE GUIDEPOSTS

MAKE SMOOTH

CONNECTION TO EXISTING

LIMIT OF WORKS AT CH15.0

PROVIDE GUIDEPOSTS

@ 1.5m CENTERS


PROVIDE GUIDEPOSTS

@ 1.5m CENTERS


PROVIDE GUIDEPOSTS

@ 1.5m CENTERS


STAGE 4

SUBDIVISION

(REFER TO PLAN PREPARED BY

J WYNDHAM PRINCE AS

APPROVED UNDER STAGE 4 CC)

PROVIDE TEMPORARY

PIPE END CAP FOR

FUTURE CONNECTION

PROVIDE TEMPORARY

PIPE END CAP FOR

FUTURE CONNECTION

AD/1

AD/2

AD/3

BA/1

BA/2

BA/3

AD/4

BA/4BA/5

BA/6

BA/7

BA/8

BA/9

BD/1

BA/10

AD/5

B1/1

B1/2

A11/1

BD/2

A10/4

AE/1

A8/1

AE/2

A10/5

BD/3

A8/2

B3/1

B1/3

AE/3

A12/1

A10/6

B7/1

B7/2

BD/4

AK/1

AL/1

AE/4

B8/1

A9/1

B7/3

B1/4

A8/3

A10/7

BD/5

AE/5

BH/1

BH/2

B9/1

A10/8

B1/5

B1/6

B2/4

BH/3

AE/6

B2/5

B1/7

B2/6

BH/4

A13/1

A10/9

B1/8

375∅375∅375∅

3

7

5∅

3

7

5∅

37

5∅

3

7

5

∅

375∅

3

7

5∅

3

7

5

∅

375∅

3

7

5

∅

3

7

5

∅

1

5

0

∅1

5

0

∅1

5

0∅

2

2

5∅

3

7

5∅

150∅ 150∅150∅

225∅225∅

375∅

3

7

5

∅

3

7

5

∅

375∅375∅

375∅375∅

3

7

5∅

45

0∅

375∅

3

7

5

∅

375∅

375∅ 3

7

5∅

3

7

5∅

37

5∅

3

7

5∅

375∅

225∅225∅

225∅300∅

300∅300∅ 300∅

30

0∅

30

0∅

3

7

5∅150∅ 150∅

150∅150∅

375∅ 150∅

150∅ 225∅375∅

∅

A10/3

A10/2

B2/3

A14/7

A10/10

A10/11

RO

AD

12

KG

KG

RAINGARDEN B

(REFER TO PLAN PREPARED BY J WYNDHAM

PRINCE AS APPROVED UNDER STAGE 4 CC)

STAGE 4 SUBDIVISION


J WYNDHAM PRINCE AS APPROVED UNDER

STAGE 4 CC)

1:5 BATTER

1:5 BATTER

1:5

B

AT

TE

R

1:5 BATTER

1:5

BATTER

1:5 BATTER

1:5 BATTER

HUMEGARD HG30A-XM-L

825∅825∅

BOX CULVERT

450x1200

BOX CULVERT

450x1200

TEMPORARILY BLOCK

OFF BOX CULVERT FOR

FUTURE CONNECTION

A10/12

CADDENS HILL

STAGE 5

ENGINEERING PLAN

110358/CC504 A

110358CC504

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 5

:5

1:3

8 P

M F

ile

N

am

e: J:\1

10

35

8 - O

Co

nn

ell L

an

e, C

ad

de

ns\0

4 - S

ta

ge

5

\C

D\C

C\S

TA

GE

5

\1

10

35

8C

C5

04

.d

wg


METRES

1:500 (AT A1)

10 0 10 20 30 40 50

1:1000 (AT A3)

REFER TO DRAWING CC505 FOR CONTINUATION

PLAN

SCALE 1:500

RETAINING WALL PLAN

AND SECTIONS REFER TO

PLANS CC330 - CC335

VEHICULAR CROSSING (VC)

SETOUT DETAIL

SCALE: N.T.S.

KERB LINE

LIP LINE

VC

3.0m MIN

4.5m NOM.

0.5

0.1

9

0.7

1.0

MIN.

· ALL VEHICULAR CROSSING (VC) WIDTHS ARE 4.5m

WIDE UNLESS OTHER WISE NOTED ON PLAN

· VC MUST HAVE A MIN STRAIGHT OF 3m PER P.C.C.

STANDARD DETAIL

· VC'S TO BE IN ACCORDANCE WITH SD1004 OF

P.C.C ENGINEERING CONSTRUCTION

SPECIFICATION FOR CIVIL WORKS

RETAINING WALL LOCATIONS ARE FOR INFORMATION

ONLY AND ARE SUBJECT TO A SEPARATE APPROVAL

PR

OL

ON

GA

TIO

N

OF

B

OU

ND

AR

Y

SS

SS

S

S

S

S

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SSSS

SS

S

S

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

S

S

S

S

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

>

>

>

>>

>

>>

>

>

>

>>

>>

>>

>

>>

>

>>

>

>

>

>

>

>>

697

696

695

694

693

692

691

690

689

688

391

390

389

388

387

386

385

384

383

382

381

370

369

368

367

366

365

364

363

362

361360

359

331

330

329328

327

326

325

324

323322

321320319

318317

497

496

495

489

488

487

486

485

484

483

606

601

600

599

598

597

596

595

594

593

592

591

590

589

588

587

586

585

584

583

582

581

580

579

578

577

576

575

574

573

572

571

570

569

568

567

566

565

564

563

562

518

517

516

515

514

513

512

511

510

509

508

507

506

505

504

503

502

501

C

O

R

C

O

R

5

7

.

6

5

5

6

.

9

9

5

7

.

1

5

5

5

.

8

1

5

5

.

3

9

5

8

.

5

9

5

3

.

1

3

4

3

.

4

4

4

3

.

3

4

4

4

.

5

7

5

2

.

9

8

5

1

.

4

3

5

0

.

2

0

4

8

.

5

3

4

7

.

4

0

4

6

.

6

3

4

6

.

3

0

4

5

.

4

0

4

7

.

6

0

B

B

B

B

6

/

.

3

8

/

.

4

B

B

B

B

G

A

S

B

B

N

S

N

S

N

S

N

S

N

S

N

S

N

S

N

S

N

S

8

/

.

4

N

S

1

0

/

.

5

399.041

405.000

420.000

435.000

450.000

465.000

480.000

495.000

510.000

525.000

5

4

0

.

0

0

0

555.000

570.000

585.000

600.000

615.000

630.000

660.000

675.000

690.000

705.000

720.000

735.000

TP

414.731

TP

526.712

TP544.897

449.698

474.700

312.254

120.000

135.000

150.000

165.000

180.000

195.000

225.000

240.000

255.000

270.000

285.000

300.000

299.622

299.884

RO

AD

11

RO

AD

12

399.041

KR 45

KR 44

DETENTION BASIN

& RAINGARDEN C

REFER PLANS CC539-CC542

KG

KG

KG

KG

KG

KG

KG

KG

4.0 8.0 4.0

4.0 8.0 4.0

RW

10

RW 13

RW 12

RW

11

REMOVE GUIDEPOST

MAKE SMOOTH CONNECTION

WITH EXISTING

LIMIT OF WORKS CH399.041

O'C

ON

NE

LL S

TR

EE

T

BD/1

BD/2

M/1

BD/3

M/2

M/3

BD/4

M/4

M/5

BD/5BH/1

BH/2

M/6

M/7

B9/1

M/8

BE/1

BH/3

N/1

BE/2

BH/4

BJ/1

BE/3

BJ/2

N/2

BK/2

B1/8

BE/4

BJ/3

N/3

BE/5

B10/1

B9/2

BJ/4

N/4

BE/6

BE/7

BJ/5

N/5

BE/8

N/6

BJ/6

BG/1

B5/1

B1/9

B11/1

B9/3

BG/2

N/7

N/8

BJ/7

BG/3

BE/9

B9/4

N/9

BJ/8

BG/4

B1/10

39/1

BG/5

B9/5

BJ/9

BG/6

BG/7

25/1

B9/6

B9/7

B9/8

BJ/10

BF/1

B6/1

B1/11

35/13

39/2

BJ/11

BG/8

BJ/12

B1/12

B14/1

B9/9

B1/13

B1/14

B9/10

B1/15

BJ/13

B1/16

BJ/14

15

0∅

15

0∅

15

0∅

22

5∅

22

5∅

225∅

15

0∅

15

0∅

225∅

22

5∅

22

5∅

22

5∅

22

5∅

45

0∅

45

0∅

52

5∅

52

5∅

6

0

0∅

750∅750∅750∅

750∅

3

7

5

∅

3

7

5

∅

3

7

5

∅

3

7

5

∅

3

7

5

∅

3

7

5

∅

37

5∅

37

5∅

37

5∅

37

5∅

375∅

450∅

4

5

0∅

450∅

5

2

5

∅

525∅

150∅ 150∅ 150∅ 150∅375∅

15

0∅

15

0∅

15

0∅

22

5∅

22

5∅

22

5∅

225∅ 225∅3

7

5∅

15

0∅

15

0∅

22

5∅

22

5∅

22

5∅

22

5∅

225∅ 225∅3

7

5∅

150∅150∅

225∅375∅

150∅

22

5∅

22

5∅

22

5∅

225∅

22

5∅

22

5∅

22

5∅

22

5∅

22

5∅

22

5∅

225∅

375∅

225∅STAGE 4 SUBDIVISION


J WYNDHAM PRINCE AS APPROVED

UNDER STAGE 4 CC)

STAGE 3 SUBDIVISION


J WYNDHAM PRINCE AS APPROVED

UNDER STAGE 3 CC)

REMOVE EXISTING

HEADWALL &

CONSTRUCT 1.8m

LINTEL PIT

5.8

8.0

4.0

B13/1

1:5

B

AT

TE

R

STATE

ARCHIVES

RO

AD

7

HUMEGARD

HG27-L-MC

RW 12

RW 14

1:4 BATTER

B1/17

CADDENS HILL

STAGE 5

ENGINEERING PLAN

110358/CC505 A

110358CC505

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 5

:5

2:5

0 P

M F

ile

N

am

e: J:\1

10

35

8 - O

Co

nn

ell L

an

e, C

ad

de

ns\0

4 - S

ta

ge

5

\C

D\C

C\S

TA

GE

5

\1

10

35

8C

C5

05

.d

wg


METRES

1:500 (AT A1)

10 0 10 20 30 40 50

1:1000 (AT A3)

METRES

1:500 (AT A1)

10 0 10 20 30 40 50

1:1000 (AT A3)

REFER TO DRAWING CC504 FOR CONTINUATION

PLAN

SCALE 1:500

0.0

00

0.0

00

-3

.5

50

0.1

64

-4

.0

00

-4

.0

40

0.0

04

0.1

66

3.5

50

4.0

40

-0

.1

06

0.0

04

4.0

00

-0

.1

46

-3.0%-3.0%

-4.0% -4.0%

DE

SIG

NE

D C

L

KE

RB

&

G

UT

TE

R

KE

RB

&

G

UT

TE

R

BO

UN

DA

RY

0.5

m B

ER

M

BO

UN

DA

RY

0.5

m B

ER

M

8.0m

CARRIAGEWAY

4.0m 4.0m

300300

-8

.0

00

-8

.5

00

0.1

64

8.0

00

0.1

66

8.5

00

-0

.1

06

-0

.1

46

2%2%

900900

FO

OT

PA

TH

1

.5

m

RE

FE

R P

CC

S

D1

00

1

FO

R D

ET

AIL

S

FO

OT

PA

TH

1

.5

m

RE

FE

R P

CC

S

D1

00

1

FO

R D

ET

AIL

S

VERGE

VERGE

ROAD No.11,12 & 20 TYPICAL SECTION

(VANDALAY ROAD, ARCHIVES WAY (CH 540 - END)

& MIDNIGHT AVENUE)

(16m ROAD RESERVE)

1:100 NAT

PAVEMENT NOTES ROAD No.9,11,12 & 20

ACCESS STREET 5x10

4

50mm MINIMUM THICKNESS (AC10) 2 x LAYERS 25mm (AC10)

*FINAL AC LAYER TO BE DEFERRED & BONDED

SINGLE COAT FLUSH SEAL

150mm THICK BASECOURSE (DGB20)

175mm THICK SUB BASE (DGS40)

COMPACTED SUBGRADE

REFER TO REPORT BY GEOTECH TESTING PTY LTD REF 8611/1-AA-R1

CYCLEWAY DETAIL

NTS

125mm 32MPa CONCRETE

80 SLUMP

30mm COMPACTED GRANULAR

LEVELING COURSE

SL72 TOP

40 COVER

NOTE

EXISTING SURFACE LEVELS ARE FROM

BULK EARTHWORKS PACKAGE

(REFER PLANS PREPARED BY

J WYNDHAM PRINCE APPROVED FOR

STAGES 4 AND 5)

LONGITUDINAL SECTION ROAD 9

HORIZONTAL SCALE 1:500

VERTICAL SCALE 1:100




0.0

00

0.0

00

-3

.5

50

0.1

64

-4

.0

00

-4

.0

40

0.0

04

0.1

66

3.5

50

4.0

40

-0

.1

06

0.0

04

4.0

00

-0

.1

46

-3.0%-3.0%

-4.0% -4.0%

DE

SIG

NE

D C

L

KE

RB

&

G

UT

TE

R

KE

RB

&

G

UT

TE

R

BO

UN

DA

RY

0.5

m B

ER

M

BO

UN

DA

RY

0.5

m B

ER

M

8.0m

CARRIAGEWAY

4.0m 5.25m

300300

-8

.0

00

-8

.5

00

0.2

14

9.2

5

0.2

16

9.7

5

-0

.1

06

-0

.1

46

2%2%

900

900

FO

OT

PA

TH

1

.5

m

RE

FE

R P

CC

S

D1

00

1

FO

R D

ET

AIL

S

VERGE

VERGE

ROAD No.9 TYPICAL SECTION

(ROCHESTER TERRACE)

(17.25m ROAD RESERVE)

1:100 NAT

SH

AR

ED

FO

OT

PA

TH

2

.5

m

(ROCHESTER TERRACE)

(VANDALAY ROAD)

IP

6

4.2

74

IP

6

2.5

16

IP

6

1.3

63

-3.1% -3.1% -5.0% 3.1%

10.0m V.C. 30.0m V.C.

0.0

00

3.4

48

64

.4

28

8.4

48

64

.2

73

11

.6

58

64

.1

73

11

.7

05

64

.1

72

12

.4

36

64

.1

49

13

.4

48

64

.1

17

15

.0

00

64

.0

69

30

.0

00

63

.0

98

63

.5

98

45

.0

00

62

.6

28

63

.1

28

49

.5

17

62

.4

86

62

.9

86

60

.0

00

62

.1

24

62

.6

24

64

.5

17

61

.9

46

62

.4

46

64

.5

27

61

.9

46

62

.4

46

75

.0

00

61

.9

86

79

.5

17

61

.7

66

81

.6

28

61

.6

61

82

.8

36

61

.6

00

86

.9

12

64

.8

98

61

.3

96

87

.5

89

64

.8

85

61

.3

63

88

.0

39

64

.8

77

61

.3

23

88

.4

89

64

.8

68

61

.3

63

90

.0

00

64

.8

39

61

.4

09

95

.2

06

64

.8

03

CHAINAGE

EXISTING

SURFACE

DESIGN

LINE GRADING

CH

0

m

RL

6

4.5

32

m

CL

O

F R

OA

D 6

CH

9

5.2

06

m

RL

6

1.5

44

m

CL

O

F R

OA

D 1

3

DATUM 57.0

CH

6

3.6

84

CH

2

98

.2

77

RL

6

2.4

06

m

RL

5

3.7

56

m

SA

G

SA

G

IP

6

3.3

39

IP

6

2.3

19

IP

6

2.7

13

IP

6

2.3

36

IP

5

6.0

33

IP

5

3.6

61

-3.0% -1.9% 3.0% -3.0% -4.8% -3.2% 3.2%

12.0m V.C. 15.0m V.C. 10.0m V.C. 30.0m V.C. 12.0m V.C.

0.0

00

65

.2

55

63

.6

80

5.3

83

65

.2

46

63

.5

19

11

.3

83

65

.8

81

63

.3

56

13

.7

07

66

.2

52

63

.3

02

13

.7

93

66

.2

65

63

.3

00

15

.0

00

66

.4

48

63

.2

74

17

.3

83

66

.7

30

63

.2

26

30

.0

00

62

.9

88

45

.0

00

62

.7

04

57

.8

87

62

.4

61

60

.0

00

62

.4

28

63

.6

84

62

.4

06

65

.3

87

62

.4

11

65

.9

57

62

.4

15

66

.0

44

62

.4

15

72

.8

87

62

.5

44

75

.0

00

62

.6

08

78

.5

00

62

.7

13

86

.0

54

62

.4

86

90

.0

00

62

.3

54

90

.9

57

62

.3

18

91

.0

44

62

.3

14

91

.0

54

62

.3

14

96

.0

54

62

.0

97

10

5.0

00

61

.6

70

12

0.0

00

60

.9

54

13

5.0

00

60

.2

38

15

0.0

00

59

.5

22

16

5.0

00

58

.8

05

18

0.0

00

58

.0

89

19

5.0

00

57

.3

73

20

8.0

67

56

.7

49

21

0.0

00

56

.6

58

22

3.0

67

56

.0

94

22

5.0

00

56

.0

18

23

8.0

67

55

.5

60

24

0.0

00

55

.4

99

25

5.0

00

55

.0

26

27

0.0

00

54

.5

54

28

5.0

00

54

.0

81

29

2.3

22

53

.8

50

29

8.2

77

53

.7

56

29

8.3

22

53

.7

56

29

9.6

22

53

.7

61

29

9.8

84

53

.7

63

30

0.0

00

53

.7

64

30

4.3

22

53

.8

53

31

2.2

54

57

.3

26

CHAINAGE

CH

3

12

.2

54

m

RL

5

4.1

04

m

CL

O

F R

OA

D 1

2

CH

7

8.5

01

m

RL

6

2.7

13

m

CL

O

F R

OA

D 2

0

CH

0

m

RL

6

3.6

83

m

CL

O

F R

OA

D 1

3

DATUM 47.0

EX

TE

NT

O

F W

OR

KS

EXISTING STAGE 3

SUBDIVISION

EXISTING ROAD CONSTRUCTION

(REFER 110358CC300)

71

.0

00

64

.0

69

WAE

62

.1

69

61

.6

69

ARCHIVES

LAND

PR

OP

ER

TY

B

OU

ND

AR

Y

TEMPORARY BATTER

62

.4

88

62

.2

04

62

.9

61

61

.9

28

61

.9

06

61

.9

11

61

.9

15

61

.9

15

61

.0

44

61

.1

08

62

.2

13

61

.9

86

61

.8

54

61

.8

18

61

.8

14

61

.8

14

61

.5

97

61

.1

70

60

.4

54

59

.7

38

59

.0

22

58

.3

05

57

.5

89

56

.2

73

56

.2

49

56

.1

58

55

.5

94

55

.5

18

55

.0

60

54

.9

99

54

.5

26

54

.0

54

53

.6

81

53

.3

50

53

.2

56

53

.2

56

53

.2

61

53

.2

63

53

.2

64

53

.3

53

54

.1

04

EXISTING

SURFACE

WAE

DESIGN

LINE GRADING

NOTE

FURTHER GEOTECHNICAL TESTING SHALL BE UNDERTAKEN

UPON COMPLETION OF BULK EARTHWORKS FOR STAGE 5 TO

CONFIRM CBR VALUES MEET THE DESIGN CBR AS SPECIFIED IN

THE PAVEMENT DESIGN INVESTIGATION PREPARED BY

GEOTECH TESTING PTY LTD.

JOB No. 8011/1, DATE 25 MAY 2017

DIS

H C

RO

SS

IN

G

CADDENS HILL

STAGE 5

ROAD No.9 & 11 LONGITUDINAL & TYPICAL SECTION

110358/CC506 A

110358CC506

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 5

:5

3:1

0 P

M F

ile

N

am

e: J:\1

10

35

8 - O

Co

nn

ell L

an

e, C

ad

de

ns\0

4 - S

ta

ge

5

\C

D\C

C\S

TA

GE

5

\1

10

35

8C

C5

06

.d

wg

ISSUED FOR CONSTRUCTION APPROVALMETRES

H 1:500 (AT A1)

10 0 10 20 30 40 50

METRES

109876

54321012

V 1:100 (AT A1)

NOTE





STAGES 4 AND 5)

CH

4

32

.6

25

RL

5

4.6

91

m

CR

ES

T

CH

5

45

.3

24

RL

5

0.2

47

m

SA

G

35

0.0

00

51

.5

00

36

0.0

00

52

.0

00

37

5.0

00

52

.7

50

37

7.3

21

52

.8

66

39

0.0

00

53

.5

00

39

5.0

00

53

.7

50

39

5.1

19

53

.7

56

39

6.0

37

53

.8

01

39

9.0

41

4.7

31

53

.9

78

54

.4

78

42

0.0

00

54

.0

85

54

.5

85

43

2.6

25

54

.1

91

54

.6

91

43

5.0

00

54

.1

87

54

.6

87

44

0.0

00

54

.1

54

54

.6

54

45

0.0

00

53

.9

90

54

.4

90

46

5.0

00

53

.4

94

53

.9

94

48

0.0

00

52

.6

99

53

.1

99

48

5.0

00

52

.3

68

52

.8

68

49

5.0

00

51

.6

72

52

.1

72

50

0.0

00

51

.3

24

51

.8

24

51

0.0

00

50

.7

05

51

.2

05

52

5.0

00

50

.0

64

50

.5

64

52

6.7

12

50

.0

13

50

.5

13

54

0.0

00

49

.7

68

50

.2

68

54

4.8

97

49

.7

47

50

.2

47

54

5.3

24

49

.7

47

50

.2

47

55

5.0

00

49

.8

19

50

.3

19

57

0.0

00

50

.2

14

50

.7

14

58

0.0

00

50

.6

70

51

.1

70

58

5.0

00

50

.9

36

51

.4

36

60

0.0

00

51

.7

35

52

.2

35

61

5.0

00

52

.5

34

53

.0

34

63

0.0

00

53

.3

32

53

.8

32

64

5.0

00

54

.1

31

54

.6

31

66

0.0

00

54

.9

30

55

.4

30

67

5.0

00

55

.7

29

56

.2

29

69

0.0

00

56

.5

27

57

.0

27

70

0.0

00

57

.0

60

57

.5

60

CHAINAGE

EXISTING

SURFACE

CH

3

86

.2

89

m

RL

5

3.3

14

m

CL

O

F R

OA

D 7

DATUM 44.0




IP

6

0.3

29

IP

6

0.6

87

70

0.0

00

57

.0

60

57

.5

60

70

5.0

00

57

.3

26

57

.8

26

72

0.0

00

58

.1

25

58

.6

25

73

5.0

00

58

.9

24

59

.4

24

74

7.0

00

59

.5

63

60

.0

63

75

0.0

00

59

.7

12

60

.2

12

75

2.0

00

59

.7

94

60

.3

01

75

7.0

00

59

.9

82

60

.4

82

76

3.7

47

60

.1

67

60

.6

87

76

5.0

00

60

.2

19

60

.7

25

76

7.5

63

60

.2

96

CHAINAGE

EXISTING

SURFACE

CH

7

67

.5

63

m

RL

6

0.7

95

m

CL

O

F R

OA

D 2

0

DATUM 47.0




CO

NT

IN

UE

D F

RO

M B

EL

OW

WAE

WAE

5.0%

90.0m

V.C.

-7.0%

80.0m

V.C.

5.3%

5.3% 3.1%

3.0%

10.0m

V.C.

IP

4

9.0

40

IP

5

6.0

00

CO

NT

IN

UE

S A

BO

VE

40

5.0

00

53

.6

84

54

.1

84

EX

TE

NT

O

F W

OR

KS

EXISTING STAGE 3 SUBDIVISION

51

5.0

EXTENT OF TEMPORARY BATTER INTERFACE WITH STATE ARCHIVE PROPERTY

EX

TE

NT

O

F P

AV

EM

EN

T B

OX

IN

G

INDICATIVE GRADING

ALONG BATTER SLOPE


(REFER 110358CC300)

DESIGN

LINE GRADING

DESIGN

LINE GRADING

0.0

00

0.0

00

-3

.5

50

0.1

64

-4

.0

00

-4

.0

40

0.0

04

0.1

66

3.5

50

4.0

40

-0

.1

06

0.0

04

4.0

00

-0

.1

46

-3.0% -3.0%

-4.0% -4.0%

DE

SIG

NE

D C

L

KE

RB

&

G

UT

TE

R

KE

RB

&

G

UT

TE

R

BO

UN

DA

RY

0.5

m B

ER

M

8.0m

CARRIAGEWAY

4.0m 5.8m

300300

-8

.0

00

-8

.5

00

0.1

64

9.8

00

-0

.1

06

-0

.1

46

2% 2%

900

FO

OT

PA

TH

1

.5

m

RE

FE

R P

CC

S

D1

00

1

FO

R D

ET

AIL

S

FO

OT

PA

TH

1

.5

m

RE

FE

R P

CC

S

D1

00

1

FO

R D

ET

AIL

S

VERGE

VERGE


(ARCHIVES WAY (CH 420 - 495)


1:100 NAT

EX

B

OU

ND

AR

Y

SUBJECT TO MANUFACTURERS

SPECIFICATIONS

1.5

M

AX

& V

AR

.

0.0

00

0.0

00

-3

.5

50

0.1

64

-4

.0

00

-4

.0

40

0.0

04

0.1

66

3.5

50

4.0

40

-0

.1

06

0.0

04

4.0

00

-0

.1

46

-3.0% -3.0%

-4.0% -4.0%

DE

SIG

NE

D C

L

KE

RB

&

G

UT

TE

R

KE

RB

&

G

UT

TE

R

BO

UN

DA

RY

0.5

m B

ER

M

8.0m

CARRIAGEWAY

4.0m 5.8m

300300

-8

.0

00

-8

.5

00

0.1

64

9.8

00

-0

.1

06

-0

.1

46

2%

900

FO

OT

PA

TH

1

.5

m

RE

FE

R P

CC

S

D1

00

1

FO

R D

ET

AIL

S

FO

OT

PA

TH

1

.5

m

RE

FE

R P

CC

S

D1

00

1

FO

R D

ET

AIL

S

VERGE

VERGE


(ARCHIVES WAY (CH 399 - CH 420 & CH 495 - CH 540)


1:100 NAT

EX

B

OU

ND

AR

Y

1.5

M

AX

& V

AR

.

2.7m

2%

2.7m

(ARCHIVES WAY)

(ARCHIVES WAY)

1

4

NOTE






JOB No. 8011/1, DATE 25 MAY 2017

CADDENS HILL

STAGE 5

ROAD No.12 & 13 LONGITUDINAL & TYPICAL SECTION

110358/CC507 A

110358CC507

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 5

:5

3:2

3 P

M F

ile

N

am

e: J:\1

10

35

8 - O

Co

nn

ell L

an

e, C

ad

de

ns\0

4 - S

ta

ge

5

\C

D\C

C\S

TA

GE

5

\1

10

35

8C

C5

07

.d

wg


H 1:500 (AT A1)

10 0 10 20 30 40 50

METRES

109876

54321012

V 1:100 (AT A1)

CH

3

3.9

56

RL

5

9.3

71

m

CR

ES

T

CH

5

0.4

69

RL

5

9.2

38

m

SA

G

IP

5

9.5

44

IP

5

8.9

64

IP

6

3.3

22

IP

6

5.1

66

0.0

00

56

.3

38

58

.2

50

10

.8

82

57

.1

86

58

.7

94

15

.0

00

57

.5

13

58

.9

82

25

.8

82

58

.3

79

59

.3

00

30

.0

00

58

.7

06

59

.3

54

33

.9

56

59

.0

39

59

.3

71

40

.8

82

59

.9

33

59

.3

19

42

.0

29

60

.0

47

59

.3

02

45

.0

00

60

.3

11

59

.2

65

50

.4

69

60

.7

97

59

.2

38

60

.0

00

61

.6

45

59

.3

19

64

.5

29

62

.0

48

59

.4

14

75

.0

00

62

.9

80

59

.7

73

87

.0

29

63

.8

48

60

.4

27

90

.0

00

63

.9

67

60

.6

20

93

.2

44

64

.0

96

60

.8

31

10

5.0

00

64

.8

50

61

.5

95

11

1.5

64

64

.8

88

62

.0

22

12

0.0

00

65

.0

29

62

.5

21

12

4.5

96

65

.1

22

62

.7

53

13

1.5

64

65

.1

28

63

.0

48

13

5.0

00

65

.1

42

63

.1

69

15

0.0

00

65

.1

91

63

.5

08

15

1.5

64

65

.1

95

63

.5

25

16

5.0

00

65

.2

43

63

.6

61

18

0.0

00

65

.2

60

63

.8

14

19

5.0

00

65

.4

72

63

.9

66

21

0.0

00

66

.3

89

64

.1

18

22

5.0

00

67

.2

21

64

.2

71

24

0.0

00

67

.3

66

64

.4

23

25

5.0

00

67

.4

48

64

.5

75

27

0.0

00

67

.2

44

64

.7

28

28

5.0

00

66

.8

81

64

.8

80

30

0.0

00

66

.2

16

65

.0

32

30

8.2

03

65

.7

74

65

.1

16

31

3.2

03

65

.4

03

65

.1

91

31

5.0

00

65

.2

71

65

.2

30

31

8.2

03

65

.1

46

65

.3

16

32

1.1

43

65

.1

79

65

.4

04

CHAINAGE

EXISTING

SURFACE

CH

1

67

.1

31

m

RL

6

3.6

8m

CL

O

F R

OA

D 1

1

DATUM 52.0




WAE

5.0%

30.0m

V.C.

-1.5%

45.0m

V.C.

6.5%

40.0m

V.C.

1.0% 3.0%

10.0m

V.C.

PAVEMENT NOTES ROAD No.13

ACCESS STREET 5x10

4

50mm MINIMUM THICKNESS (AC10) 2 x LAYERS 25mm (AC10)

*FINAL AC LAYER TO BE DEFERRED & BONDED

SINGLE COAT FLUSH SEAL

150mm THICK BASECOURSE (DGB20)

175mm THICK SUB BASE (DGS40)

COMPACTED SUBGRADE

REFER TO REPORT BY GEOTECH TESTING PTY LTD REF 8611/1-AA-R1

EX

TE

NT

O

F W

OR

KS

FUTURE STAGE 6 SUBDIVISION

EX

TE

NT

O

F W

OR

KS


FUTURE ROAD CONSTRUCTIONFUTURE ROAD CONSTRUCTION

TEMPORARY BATTER

TEMPORARY BATTER

DESIGN

LINE GRADING

NOTE





STAGES 4 AND 5)

-3.0%-3.0%

4.0% 4.0%

DE

SIG

NE

D C

L

KE

RB

&

G

UT

TE

R

KE

RB

&

G

UT

TE

R

BO

UN

DA

RY

0.5

m B

ER

M

BO

UN

DA

RY

0.5

m B

ER

M

10.5m

CARRIAGEWAY

5.25 5.25m

300300

2%

2%

900900

SH

AR

ED

FO

OT

PA

TH

2

.5

m

FO

OT

PA

TH

1

.5

m

RE

FE

R P

CC

S

D1

00

1

FO

R D

ET

AIL

S

VERGE

VERGE


(STARLINE DRIVE)

(21m ROAD RESERVE)

1:100 NAT

0.0

00

-5

.2

5

5.2

5

-4

.8

0

4.8

0

-0

.1

44

-0

.1

84

-0

.1

44

-0

.1

84

-0

.0

34

-0

.0

34

-1

0.5

-1

1.0

10

.5

11

.0

0.1

76

0.1

76

0.1

78

0.0

00

0.1

78

(STARLINE DRIVE)

20

5.3

67

68

.3

94

NOTE






JOB No. 8011/1, DATE 25 MAY 2017

CADDENS HILL

STAGE 5

ROAD No.13 ROAD LONGITUDINAL SECTION

110358/CC508 A

110358CC508

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 5

:5

3:3

7 P

M F

ile

N

am

e: J:\1

10

35

8 - O

Co

nn

ell L

an

e, C

ad

de

ns\0

4 - S

ta

ge

5

\C

D\C

C\S

TA

GE

5

\1

10

35

8C

C5

08

.d

wg


H 1:500 (AT A1)

10 0 10 20 30 40 50

METRES

109876

54321012

V 1:100 (AT A1)

NOTE





STAGES 4 AND 5)

CH

3

61

.8

91

RL

6

0.7

31

m

SA

G

IP

6

1.1

67

IP

6

1.5

41

36

0.0

00

60

.7

33

36

1.5

71

58

.1

45

60

.7

31

36

1.8

91

58

.1

38

60

.7

31

37

5.0

00

58

.5

05

60

.7

97

39

0.0

00

58

.9

84

60

.9

47

40

5.0

00

59

.7

74

61

.0

97

40

7.0

00

59

.9

03

61

.1

17

41

2.0

00

60

.2

25

61

.1

94

41

3.4

67

60

.3

20

61

.2

28

41

3.5

51

60

.3

25

61

.2

30

41

7.0

00

60

.9

20

61

.3

27

42

0.0

00

61

.4

84

61

.4

22

42

3.7

09

61

.4

54

61

.5

41

42

7.2

53

61

.5

26

61

.6

47

CH

3

49

.0

28

m

RL

6

0.7

95

m

CL

O

F R

OA

D 1

2

IP

6

0.5

47

19

5.0

00

64

.9

09

20

9.5

67

64

.4

99

21

0.0

00

64

.4

87

22

5.0

00

64

.0

65

24

0.0

00

63

.6

43

25

5.0

00

63

.2

21

26

0.4

79

63

.0

66

26

0.5

65

63

.0

64

27

0.0

00

62

.7

98

28

5.0

00

62

.3

76

28

5.4

79

62

.3

63

28

5.5

65

62

.3

60

30

0.0

00

61

.9

54

31

5.0

00

61

.5

32

32

5.0

00

61

.2

51

33

0.0

00

61

.1

19

33

6.5

71

60

.9

76

34

5.0

00

60

.8

40

35

0.0

00

60

.7

85

CHAINAGE

EXISTING

SURFACE

DESIGN

LINE GRADING

CH

1

97

.0

24

m

RL

6

4.8

52

m

CL

O

F R

OA

D 7

CH

2

73

.0

22

m

RL

6

2.7

13

m

CL

O

F R

OA

D 1

1

CH

3

49

.0

28

m

RL

6

0.7

95

m

CL

O

F R

OA

D 1

2

DATUM 52.0




WAE

EX

TE

NT

O

F W

OR

KS


EX

TE

NT

O

F W

OR

KS

EXISTING STAGE 4

CONSTRUCTION

FUTURE ROAD CONSTRUCTION


(REFER 110358CC400)

CL

O

F O

'C

ON

NE

LL

S

T

35

7.0

36

7.0

64

.4

09

63

.9

99

63

.9

87

63

.5

65

63

.1

43

62

.7

21

62

.5

66

62

.5

64

62

.2

98

61

.8

76

61

.8

63

61

.8

60

61

.7

54

61

.0

32

60

.7

51

60

.2

85

60

.4

76

60

.3

40

60

.6

19

-2.8%

50.0m V.C.

-2.8%

50.0m V.C.

1.0% 3.2% 3.0%

10.0m V.C.

(MIDNIGHT AVENUE)

TEMPORARY BATTER

NOTE






JOB No. 8011/1, DATE 25 MAY 2017

CADDENS HILL

STAGE 5

ROAD No.20 LONGITUDINAL & TYPICAL SECTION

110358/CC509 A

110358CC509

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 5

:5

3:5

1 P

M F

ile

N

am

e: J:\1

10

35

8 - O

Co

nn

ell L

an

e, C

ad

de

ns\0

4 - S

ta

ge

5

\C

D\C

C\S

TA

GE

5

\1

10

35

8C

C5

09

.d

wg


H 1:500 (AT A1)

10 0 10 20 30 40 50

METRES

109876

54321012

V 1:100 (AT A1)

OFFSET

EXISTING

SURFACE LEVEL

WAE

DESIGN

SURFACE LEVEL

DATUM RL 60.0

CH 12.436

3% 3%

4%

-8

.5

64

.1

75

64

.3

25

-8

64

.1

55

64

.3

05

-7

.1

64

.1

19

64

.2

69

-5

.6

64

.0

59

64

.2

09

-4

.0

46

3.9

68

64

.1

52

-4

63

.4

21

64

.0

02

-3

.5

56

3.5

42

64

.0

42

06

3.6

49

64

.1

49

3.5

56

3.5

42

64

.0

42

46

3.5

42

64

.0

02

4.0

46

3.5

42

64

.1

52

6.8

56

4.1

09

64

.2

59

8.3

56

4.1

69

64

.3

19

9.2

56

4.2

05

64

.3

55

9.7

56

4.2

25

64

.3

75

CH 15

3% 3%

4%

-8

.5

64

.0

94

64

.2

44

-8

64

.0

74

64

.2

24

-7

.1

64

.0

38

64

.1

88

-5

.6

63

.9

78

64

.1

28

-4

.0

46

3.4

62

64

.0

72

-4

63

.4

62

63

.9

22

-3

.5

56

3.4

62

63

.9

62

06

3.5

69

64

.0

69

3.5

56

3.4

62

63

.9

62

46

3.4

62

63

.9

22

4.0

46

3.4

62

64

.0

72

6.8

56

4.0

28

64

.1

78

8.3

56

4.0

88

64

.2

38

9.2

56

4.1

24

64

.2

74

9.7

56

4.1

44

64

.2

94

CH 30

3% 3%

4%

-8

.5

63

.6

24

63

.7

74

-8

63

.6

04

63

.7

54

-7

.1

63

.5

68

63

.7

18

-5

.6

63

.5

08

63

.6

58

-4

.0

46

2.9

92

63

.6

02

-4

62

.9

92

63

.4

52

-3

.5

56

2.9

92

63

.4

92

06

3.0

98

63

.5

98

3.5

56

2.9

92

63

.4

92

46

2.9

92

63

.4

52

4.0

46

2.9

92

63

.6

02

6.8

56

3.5

58

63

.7

08

8.3

56

3.6

18

63

.7

68

9.2

56

3.6

54

63

.8

04

9.7

56

3.6

74

63

.8

24

CH 45

3% 3%

4%

-8

.5

63

.1

54

63

.3

04

-8

63

.1

34

63

.2

84

-7

.1

63

.0

98

63

.2

48

-5

.6

63

.0

38

63

.1

88

-4

.0

46

2.5

22

63

.1

32

-4

62

.5

22

62

.9

82

-3

.5

56

2.5

22

63

.0

22

06

2.6

28

63

.1

28

3.5

56

2.5

22

63

.0

22

46

2.5

22

62

.9

82

4.0

46

2.5

22

63

.1

32

6.8

56

3.0

88

63

.2

38

8.3

56

3.1

48

63

.2

98

9.2

56

3.1

84

63

.3

34

9.7

56

3.2

04

63

.3

54

CH 60

3% 3%

4%

-8

.5

62

.6

56

2.8

-8

62

.6

36

2.7

8

-7

.1

62

.5

94

62

.7

44

-5

.6

62

.5

34

62

.6

84

-4

.0

46

2.0

17

62

.6

27

-4

62

.0

17

62

.4

77

-3

.5

56

2.0

17

62

.5

17

06

2.1

24

62

.6

24

3.5

56

2.0

17

62

.5

17

46

2.0

17

62

.4

77

4.0

46

2.0

17

62

.6

27

6.8

56

2.5

84

62

.7

34

8.3

56

2.6

44

62

.7

94

9.2

56

2.6

86

2.8

3

9.7

56

2.7

62

.8

5

CH 64.527

3%1.8%

4%

-8

.5

62

.4

72

62

.6

22

-8

62

.4

52

62

.6

02

-7

.1

62

.4

16

62

.5

66

-5

.6

62

.3

56

62

.5

06

-4

.0

46

1.8

39

62

.4

49

-4

61

.8

39

62

.2

99

-3

.5

56

1.8

39

62

.3

39

06

1.9

46

62

.4

46

3.5

56

1.8

39

62

.3

82

46

1.8

39

62

.3

42

4.0

46

1.8

39

62

.4

92

6.8

56

2.4

06

62

.5

98

8.3

56

2.4

66

62

.6

58

9.2

56

2.5

02

62

.6

94

9.7

56

2.5

22

62

.7

14

CH 75

3%

0.9%

4%

-8

.5

62

.0

12

62

.1

62

-8

61

.9

92

62

.1

42

-7

.1

61

.9

56

62

.1

06

-5

.6

61

.8

96

62

.0

46

-4

.0

46

1.3

79

61

.9

89

-4

61

.3

79

61

.8

39

-3

.5

56

1.3

79

61

.8

79

06

1.4

86

61

.9

86

3.5

56

1.3

79

62

.0

19

46

1.3

79

61

.9

79

4.0

46

1.3

79

62

.1

29

6.8

56

1.9

46

62

.2

36

8.3

56

2.0

06

62

.2

96

9.2

56

2.0

42

62

.3

32

9.7

56

2.0

62

62

.3

52

CH 81.628

3%

2.7%

4%

-8

.5

61

.6

87

61

.8

37

-8

61

.6

67

61

.8

17

-7

.1

61

.6

31

61

.7

81

-5

.6

61

.5

71

61

.7

21

-4

.0

46

1.0

54

61

.6

64

-4

61

.0

54

61

.5

14

-3

.5

56

1.0

54

61

.5

54

06

1.1

61

61

.6

61

3.5

56

1.0

54

61

.7

56

46

1.0

54

61

.7

16

4.0

46

1.0

54

61

.8

66

6.8

56

1.6

21

61

.9

72

8.3

56

1.6

81

62

.0

32

9.2

56

1.7

17

62

.0

68

9.7

56

1.7

37

62

.0

88

ROAD 9

DATUM RL 59.0

DATUM RL 59.0

DATUM RL 58.0

DATUM RL 60.0

DATUM RL 58.0

DATUM RL 58.0

DATUM RL 59.0

*

NOTE

FOR LOT GRADING

REFER TO PLANS CC504 - CC505

NOTE





STAGES 4 AND 5)

(ROCHESTER TERRACE)

*

*

*

*

*

*

*

CADDENS HILL

STAGE 5

ROAD No.9 CROSS SECTIONS

110358/CC510 A

110358CC510

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 5

:5

4:0

5 P

M F

ile

N

am

e: J:\1

10

35

8 - O

Co

nn

ell L

an

e, C

ad

de

ns\0

4 - S

ta

ge

5

\C

D\C

C\S

TA

GE

5

\1

10

35

8C

C5

10

.d

wg


1:200 (AT A1)

4 2 0 48

12 16 20

METRES

1:400 (AT A3)

OFFSET

EXISTING

SURFACE LEVEL

WAE

DESIGN

SURFACE LEVEL

DATUM RL 59.0

CH 30

3% 3%

-8

.5

63

.0

14

63

.1

64

-8

62

.9

94

63

.1

44

-7

.1

62

.9

58

63

.1

08

-5

.6

62

.8

98

63

.0

48

-4

.0

46

2.3

81

62

.9

91

-4

62

.3

81

62

.8

41

-3

.5

56

2.3

81

62

.8

81

06

2.4

88

62

.9

88

3.5

56

2.3

81

62

.8

81

46

2.3

81

62

.8

41

4.0

46

2.3

81

62

.9

91

5.6

62

.8

98

63

.0

48

7.1

62

.9

58

63

.1

08

86

2.9

94

63

.1

44

8.5

63

.0

14

63

.1

64

CH 45

3% 3%

-8

.5

62

.7

36

2.8

8

-8

62

.7

16

2.8

6

-7

.1

62

.6

74

62

.8

24

-5

.6

62

.6

14

62

.7

64

-4

.0

46

2.0

98

62

.7

08

-4

62

.0

98

62

.5

58

-3

.5

56

2.0

98

62

.5

98

06

2.2

04

62

.7

04

3.5

56

2.0

98

62

.5

98

46

2.0

98

62

.5

58

4.0

46

2.0

98

62

.7

08

5.6

62

.6

14

62

.7

64

7.1

62

.6

74

62

.8

24

86

2.7

16

2.8

6

8.5

62

.7

36

2.8

8

CH 60

3% 3%

-8

.5

62

.4

54

62

.6

04

-8

62

.4

34

62

.5

84

-7

.1

62

.3

98

62

.5

48

-5

.6

62

.3

38

62

.4

88

-4

.0

46

1.8

22

62

.4

32

-4

61

.8

22

62

.2

82

-3

.5

56

1.8

22

62

.3

22

06

1.9

28

62

.4

28

3.5

56

1.8

22

62

.3

22

46

1.8

22

62

.2

82

4.0

46

1.8

22

62

.4

32

5.6

62

.3

38

62

.4

88

7.1

62

.3

98

62

.5

48

86

2.4

34

62

.5

84

8.5

62

.4

54

62

.6

04

CH 65.957

3% 3%

-8

.5

62

.4

41

62

.5

91

-8

62

.4

21

62

.5

71

-7

.1

62

.3

85

62

.5

35

-5

.6

62

.3

25

62

.4

75

-4

.0

46

1.7

17

62

.4

18

-4

61

.7

17

62

.2

68

-3

.5

56

1.8

08

62

.3

08

06

1.9

15

62

.4

15

3.5

56

1.8

08

62

.3

08

46

1.7

16

62

.2

68

4.0

46

2.2

39

62

.4

18

5.6

62

.3

25

62

.4

75

7.1

62

.3

85

62

.5

35

86

2.4

21

62

.5

71

8.5

62

.4

41

62

.5

91

CH 91.044

3% 3%

-8

.5

62

.3

46

2.4

9

-8

62

.3

26

2.4

7

-7

.1

62

.2

84

62

.4

34

-5

.6

62

.2

24

62

.3

74

-4

.0

46

2.1

63

62

.3

18

-4

61

.6

16

62

.1

68

-3

.5

56

1.7

08

62

.2

08

06

1.8

14

62

.3

14

3.5

56

1.7

08

62

.2

08

46

1.7

08

62

.1

68

4.0

46

1.7

08

62

.3

18

5.6

62

.2

24

62

.3

74

7.1

62

.2

84

62

.4

34

86

2.3

26

2.4

7

8.5

62

.3

46

2.4

9CH 105

3% 3%

-8

.5

61

.6

96

61

.8

46

-8

61

.6

76

61

.8

26

-7

.1

61

.6

46

1.7

9

-5

.6

61

.5

86

1.7

3

-4

.0

46

1.0

64

61

.6

74

-4

61

.0

64

61

.5

24

-3

.5

56

1.0

64

61

.5

64

06

1.1

76

1.6

7

3.5

56

1.0

64

61

.5

64

46

1.0

64

61

.5

24

4.0

46

1.0

64

61

.6

74

5.6

61

.5

86

1.7

3

7.1

61

.6

46

1.7

9

86

1.6

76

61

.8

26

8.5

61

.6

96

61

.8

46

CH 120

3% 3%

-8

.5

60

.9

86

1.1

3

-8

60

.9

66

1.1

1

-7

.1

60

.9

24

61

.0

74

-5

.6

60

.8

64

61

.0

14

-4

.0

46

0.3

47

60

.9

57

-4

60

.3

47

60

.8

07

-3

.5

56

0.3

47

60

.8

47

06

0.4

54

60

.9

54

3.5

56

0.3

47

60

.8

47

46

0.3

47

60

.8

07

4.0

46

0.3

47

60

.9

57

5.6

60

.8

64

61

.0

14

7.1

60

.9

24

61

.0

74

86

0.9

66

1.1

1

8.5

60

.9

86

1.1

3

CH 135

3% 3%

-8

.5

60

.2

64

60

.4

14

-8

60

.2

44

60

.3

94

-7

.1

60

.2

08

60

.3

58

-5

.6

60

.1

48

60

.2

98

-4

.0

45

9.6

31

60

.2

41

-4

59

.6

31

60

.0

91

-3

.5

55

9.6

31

60

.1

31

05

9.7

38

60

.2

38

3.5

55

9.6

31

60

.1

31

45

9.6

31

60

.0

91

4.0

45

9.6

31

60

.2

41

5.6

60

.1

48

60

.2

98

7.1

60

.2

08

60

.3

58

86

0.2

44

60

.3

94

8.5

60

.2

64

60

.4

14

CH 150

3% 3%

-8

.5

59

.5

47

59

.6

97

-8

59

.5

27

59

.6

77

-7

.1

59

.4

91

59

.6

41

-5

.6

59

.4

31

59

.5

81

-4

.0

45

8.9

15

59

.5

25

-4

58

.9

15

59

.3

75

-3

.5

55

8.9

15

59

.4

15

05

9.0

22

59

.5

22

3.5

55

8.9

15

59

.4

15

45

8.9

15

59

.3

75

4.0

45

8.9

15

59

.5

25

5.6

59

.4

31

59

.5

81

7.1

59

.4

91

59

.6

41

85

9.5

27

59

.6

77

8.5

59

.5

47

59

.6

97

CH 165

3% 3%

-8

.5

58

.8

31

58

.9

81

-8

58

.8

11

58

.9

61

-7

.1

58

.7

75

58

.9

25

-5

.6

58

.7

15

58

.8

65

-4

.0

45

8.1

99

58

.8

09

-4

58

.1

99

58

.6

59

-3

.5

55

8.1

99

58

.6

99

05

8.3

05

58

.8

05

3.5

55

8.1

99

58

.6

99

45

8.1

99

58

.6

59

4.0

45

8.1

99

58

.8

09

5.6

58

.7

15

58

.8

65

7.1

58

.7

75

58

.9

25

85

8.8

11

58

.9

61

8.5

58

.8

31

58

.9

81

CH 180

3% 3%

-8

.5

58

.1

15

58

.2

65

-8

58

.0

95

58

.2

45

-7

.1

58

.0

59

58

.2

09

-5

.6

57

.9

99

58

.1

49

-4

.0

45

7.4

83

58

.0

93

-4

57

.4

83

57

.9

43

-3

.5

55

7.4

83

57

.9

83

05

7.5

89

58

.0

89

3.5

55

7.4

83

57

.9

83

45

7.4

83

57

.9

43

4.0

45

7.4

83

58

.0

93

5.6

57

.9

99

58

.1

49

7.1

58

.0

59

58

.2

09

85

8.0

95

58

.2

45

8.5

58

.1

15

58

.2

65

CH 195

3% 3%

-8

.5

57

.3

99

57

.5

49

-8

57

.3

79

57

.5

29

-7

.1

57

.3

43

57

.4

93

-5

.6

57

.2

83

57

.4

33

-4

.0

45

6.7

67

57

.3

77

-4

56

.7

67

57

.2

27

-3

.5

55

6.7

67

57

.2

67

05

6.8

73

57

.3

73

3.5

55

6.7

67

57

.2

67

45

6.7

67

57

.2

27

4.0

45

6.7

67

57

.3

77

5.6

57

.2

83

57

.4

33

7.1

57

.3

43

57

.4

93

85

7.3

79

57

.5

29

8.5

57

.3

99

57

.5

49

CH 210

3% 3%

-8

.5

56

.6

83

56

.8

33

-8

56

.6

63

56

.8

13

-7

.1

56

.6

27

56

.7

77

-5

.6

56

.5

67

56

.7

17

-4

.0

45

6.0

55

6.6

6

-4

56

.0

55

6.5

1

-3

.5

55

6.0

55

6.5

5

05

6.1

57

56

.6

57

3.5

55

6.0

55

6.5

5

45

6.0

55

6.5

1

4.0

45

6.0

55

6.6

6

5.6

56

.5

67

56

.7

17

7.1

56

.6

27

56

.7

77

85

6.6

63

56

.8

13

8.5

56

.6

83

56

.8

33

CH 225

3% 3%

-8

.5

56

.0

25

6.1

7

-8

56

56

.1

5

-7

.1

55

.9

64

56

.1

14

-5

.6

55

.9

04

56

.0

54

-4

.0

45

5.3

87

55

.9

97

-4

55

.3

87

55

.8

47

-3

.5

55

5.3

87

55

.8

87

05

5.4

94

55

.9

94

3.5

55

5.3

87

55

.8

87

45

5.3

87

55

.8

47

4.0

45

5.3

87

55

.9

97

5.6

55

.9

04

56

.0

54

7.1

55

.9

64

56

.1

14

85

65

6.1

5

8.5

56

.0

25

6.1

7

CH 240

3% 3%

-8

.5

55

.5

04

55

.6

54

-8

55

.4

84

55

.6

34

-7

.1

55

.4

48

55

.5

98

-5

.6

55

.3

88

55

.5

38

-4

.0

45

4.8

72

55

.4

82

-4

54

.8

72

55

.3

32

-3

.5

55

4.8

72

55

.3

72

05

4.9

78

55

.4

78

3.5

55

4.8

72

55

.3

72

45

4.8

72

55

.3

32

4.0

45

4.8

72

55

.4

82

5.6

55

.3

88

55

.5

38

7.1

55

.4

48

55

.5

98

85

5.4

84

55

.6

34

8.5

55

.5

04

55

.6

54

CH 255

3% 3%

-8

.5

55

.0

12

55

.1

62

-8

54

.9

92

55

.1

42

-7

.1

54

.9

56

55

.1

06

-5

.6

54

.8

96

55

.0

46

-4

.0

45

4.3

85

4.9

9

-4

54

.3

85

4.8

4

-3

.5

55

4.3

85

4.8

8

05

4.4

87

54

.9

87

3.5

55

4.3

85

4.8

8

45

4.3

85

4.8

4

4.0

45

4.3

85

4.9

9

5.6

54

.8

96

55

.0

46

7.1

54

.9

56

55

.1

06

85

4.9

92

55

.1

42

8.5

55

.0

12

55

.1

62

CH 270

3% 3%

-8

.5

54

.5

21

54

.6

71

-8

54

.5

01

54

.6

51

-7

.1

54

.4

65

54

.6

15

-5

.6

54

.4

05

54

.5

55

-4

.0

45

3.8

89

54

.4

99

-4

53

.8

89

54

.3

49

-3

.5

55

3.8

89

54

.3

89

05

3.9

95

54

.4

95

3.5

55

3.8

89

54

.3

89

45

3.8

89

54

.3

49

4.0

45

3.8

89

54

.4

99

5.6

54

.4

05

54

.5

55

7.1

54

.4

65

54

.6

15

85

4.5

01

54

.6

51

8.5

54

.5

21

54

.6

71

CH 285

3% 3%

-8

.5

54

.0

29

54

.1

79

-8

54

.0

09

54

.1

59

-7

.1

53

.9

73

54

.1

23

-5

.6

53

.9

13

54

.0

63

-4

.0

45

3.3

97

54

.0

07

-4

53

.3

97

53

.8

57

-3

.5

55

3.3

97

53

.8

97

05

3.5

04

54

.0

04

3.5

55

3.3

97

53

.8

97

45

3.3

97

53

.8

57

4.0

45

3.3

97

54

.0

07

5.6

53

.9

13

54

.0

63

7.1

53

.9

73

54

.1

23

85

4.0

09

54

.1

59

8.5

54

.0

29

54

.1

79

CH 299.622

3% 3%

-8

.5

53

.6

84

53

.8

34

-8

53

.6

64

53

.8

14

-7

.1

53

.6

28

53

.7

78

-5

.6

53

.5

68

53

.7

18

-4

.0

45

3.0

51

53

.6

62

-4

53

.0

51

53

.5

12

-3

.5

55

3.0

52

53

.5

52

05

3.1

58

53

.6

58

3.5

55

3.0

52

53

.5

52

45

2.9

65

3.5

12

4.0

45

3.4

97

53

.6

62

5.6

53

.5

68

53

.7

18

7.1

53

.6

28

53

.7

78

85

3.6

64

53

.8

14

8.5

53

.6

84

53

.8

34

ROAD 11

DATUM RL 58.0

DATUM RL 56.0 DATUM RL 53.0

DATUM RL 50.0

DATUM RL 50.0

DATUM RL 53.0

DATUM RL 57.0

DATUM RL 59.0

DATUM RL 59.0

DATUM RL 58.0

DATUM RL 54.0

DATUM RL 51.0

DATUM RL 51.0

DATUM RL 55.0

DATUM RL 58.0

DATUM RL 58.0DATUM RL 55.0

DATUM RL 52.0 DATUM RL 49.0

NOTE





STAGES 4 AND 5)

*

NOTE

FOR LOT GRADING


(VANDALAY ROAD)

CH 15

3% 3%

-8

.5

66

.2

21

63

.4

5

-8

66

.2

29

63

.4

3

-7

.1

66

.2

42

63

.3

94

-5

.6

66

.2

65

63

.3

34

-4

.0

46

6.2

89

63

.2

77

-4

66

.2

96

3.1

27

-3

.5

56

6.2

97

63

.1

67

06

6.2

47

63

.2

74

3.5

56

6.3

56

3.1

67

46

6.3

61

63

.1

27

4.0

46

6.3

62

63

.2

77

5.6

66

.4

03

63

.3

34

7.1

66

.4

41

63

.3

94

86

6.4

65

63

.4

3

8.5

66

.4

78

63

.4

5

DATUM RL 59.0

CADDENS HILL

STAGE 5


110358/CC511 A

110358CC511

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 5

:5

4:1

8 P

M F

ile

N

am

e: J:\1

10

35

8 - O

Co

nn

ell L

an

e, C

ad

de

ns\0

4 - S

ta

ge

5

\C

D\C

C\S

TA

GE

5

\1

10

35

8C

C5

11

.d

wg


1:200 (AT A1)

4 2 0 48

12 16 20

METRES

1:400 (AT A3)

DATUM RL 50.0

CH 405

3% 3%

-8

.5

54

.2

09

54

.3

59

-8

54

.1

89

54

.3

39

-7

.1

54

.1

53

54

.3

03

-5

.6

54

.0

93

54

.2

43

-4

.0

45

3.5

77

54

.1

87

-4

53

.5

77

54

.0

37

-3

.5

55

3.5

77

54

.0

77

05

3.6

84

54

.1

84

3.5

55

3.5

77

54

.0

77

45

3.5

77

54

.0

37

4.0

45

3.5

77

54

.1

87

5.6

54

.0

93

54

.2

43

7.1

54

.1

53

54

.3

03

CH 414.731

3% 3%

-8

.5

54

.5

04

54

.6

54

-8

54

.4

84

54

.6

34

-7

.1

54

.4

48

54

.5

98

-5

.6

54

.3

88

54

.5

38

-4

.0

45

3.8

71

54

.4

81

-4

53

.8

71

54

.3

31

-3

.5

55

3.8

71

54

.3

71

05

3.9

78

54

.4

78

3.5

55

3.8

71

54

.3

71

45

3.8

71

54

.3

31

4.0

45

3.8

71

54

.4

81

5.6

54

.3

88

54

.5

38

7.1

54

.4

48

54

.5

98

CH 420

3% 3%

-8

.5

54

.6

11

54

.7

61

-8

54

.5

91

54

.7

41

-7

.1

54

.5

55

54

.7

05

-5

.6

54

.4

95

54

.6

45

-4

.0

45

3.9

78

54

.5

88

-4

53

.9

78

54

.4

38

-3

.5

55

3.9

78

54

.4

78

05

4.0

85

54

.5

85

3.5

55

3.9

78

54

.4

78

45

3.9

78

54

.4

38

4.0

45

3.9

78

54

.5

88

5.6

54

.4

95

54

.6

45

7.1

54

.5

55

54

.7

05

CH 510

3% 3%

-8

.5

51

.2

31

51

.3

81

-8

51

.2

11

51

.3

61

-7

.1

51

.1

75

51

.3

25

-5

.6

51

.1

15

51

.2

65

-4

.0

45

0.5

98

51

.2

08

-4

50

.5

98

51

.0

58

-3

.5

55

0.5

98

51

.0

98

05

0.7

05

51

.2

05

3.5

55

0.5

98

51

.0

98

45

0.5

98

51

.0

58

4.0

45

0.5

98

51

.2

08

5.6

51

.1

15

51

.2

65

7.1

51

.1

75

51

.3

25

CH 525

3% 3%

-8

.5

50

.5

95

0.7

4

-8

50

.5

75

0.7

2

-7

.1

50

.5

34

50

.6

84

-5

.6

50

.4

74

50

.6

24

-4

.0

44

9.9

57

50

.5

67

-4

49

.9

57

50

.4

17

-3

.5

54

9.9

57

50

.4

57

05

0.0

64

50

.5

64

3.5

54

9.9

57

50

.4

57

44

9.9

57

50

.4

17

4.0

44

9.9

57

50

.5

67

5.6

50

.4

74

50

.6

24

7.1

50

.5

34

50

.6

84

CH 526.712

3% 3%

-8

.5

50

.5

39

50

.6

89

-8

50

.5

19

50

.6

69

-7

.1

50

.4

83

50

.6

33

-5

.6

50

.4

23

50

.5

73

-4

.0

44

9.9

06

50

.5

16

-4

49

.9

06

50

.3

66

-3

.5

54

9.9

06

50

.4

06

05

0.0

13

50

.5

13

3.5

54

9.9

06

50

.4

06

44

9.9

06

50

.3

66

4.0

44

9.9

06

50

.5

16

5.6

50

.4

23

50

.5

73

7.1

50

.4

83

50

.6

33

CH 540

3% 3%

-8

.5

50

.2

94

50

.4

44

-8

50

.2

74

50

.4

24

-7

.1

50

.2

38

50

.3

88

-5

.6

50

.1

78

50

.3

28

-4

.0

44

9.6

62

50

.2

72

-4

49

.6

62

50

.1

22

-3

.5

54

9.6

62

50

.1

62

04

9.7

68

50

.2

68

3.5

54

9.6

62

50

.1

62

44

9.6

62

50

.1

22

4.0

44

9.6

62

50

.2

72

5.6

50

.1

78

50

.2

86

7.1

50

.2

38

50

.3

01

8.4

85

50

.2

94

50

.3

15

8.9

85

50

.3

14

50

.3

2

CH 544.897

3% 3%

-8

.5

50

.2

73

50

.4

23

-8

50

.2

53

50

.4

03

-7

.1

50

.2

17

50

.3

67

-5

.6

50

.1

57

50

.3

07

-4

.0

44

9.6

45

0.2

5

-4

49

.6

45

0.1

-3

.5

54

9.6

45

0.1

4

04

9.7

47

50

.2

47

3.5

54

9.6

45

0.1

4

44

9.6

45

0.1

4.0

44

9.6

45

0.2

5

5.6

50

.1

57

50

.2

23

7.1

50

.2

17

50

.1

94

8.0

39

50

.2

54

50

.1

76

8.5

39

50

.2

74

50

.1

66

CH 555

3% 3%

-8

.5

50

.3

45

50

.4

95

-8

50

.3

25

50

.4

75

-7

.1

50

.2

89

50

.4

39

-5

.6

50

.2

29

50

.3

79

-4

.0

44

9.7

12

50

.3

22

-4

49

.7

12

50

.1

72

-3

.5

54

9.7

12

50

.2

12

04

9.8

19

50

.3

19

3.5

54

9.7

12

50

.2

12

44

9.7

12

50

.1

72

4.0

44

9.7

12

50

.3

22

5.6

50

.2

29

50

.3

79

7.1

50

.2

89

50

.4

39

85

0.3

25

50

.4

75

8.5

50

.3

45

50

.4

95

CH 570

3% 3%

-8

.5

50

.7

45

0.8

9

-8

50

.7

25

0.8

7

-7

.1

50

.6

84

50

.8

34

-5

.6

50

.6

24

50

.7

74

-4

.0

45

0.1

08

50

.7

18

-4

50

.1

08

50

.5

68

-3

.5

55

0.1

08

50

.6

08

05

0.2

14

50

.7

14

3.5

55

0.1

08

50

.6

08

45

0.1

08

50

.5

68

4.0

45

0.1

08

50

.7

18

5.6

50

.6

24

50

.7

74

7.1

50

.6

84

50

.8

34

85

0.7

25

0.8

7

8.5

50

.7

45

0.8

9

CH 585

3% 3%

-8

.5

51

.4

62

51

.6

12

-8

51

.4

42

51

.5

92

-7

.1

51

.4

06

51

.5

56

-5

.6

51

.3

46

51

.4

96

-4

.0

45

0.8

35

1.4

4

-4

50

.8

35

1.2

9

-3

.5

55

0.8

35

1.3

3

05

0.9

36

51

.4

36

3.5

55

0.8

35

1.3

3

45

0.8

35

1.2

9

4.0

45

0.8

35

1.4

4

5.6

51

.3

46

51

.4

96

7.1

51

.4

06

51

.5

56

85

1.4

42

51

.5

92

8.5

51

.4

62

51

.6

12

CH 600

3% 3%

-8

.5

52

.2

61

52

.4

11

-8

52

.2

41

52

.3

91

-7

.1

52

.2

05

52

.3

55

-5

.6

52

.1

45

52

.2

95

-4

.0

45

1.6

28

52

.2

39

-4

51

.6

28

52

.0

89

-3

.5

55

1.6

28

52

.1

29

05

1.7

35

52

.2

35

3.5

55

1.6

29

52

.1

29

45

1.6

29

52

.0

89

4.0

45

1.6

29

52

.2

39

5.6

52

.1

45

52

.2

95

7.1

52

.2

05

52

.3

55

85

2.2

41

52

.3

91

8.5

52

.2

61

52

.4

11

CH 615

3% 3%

-8

.5

53

.0

65

3.2

1

-8

53

.0

45

3.1

9

-7

.1

53

.0

04

53

.1

54

-5

.6

52

.9

44

53

.0

94

-4

.0

45

2.4

27

53

.0

37

-4

52

.4

27

52

.8

87

-3

.5

55

2.4

27

52

.9

27

05

2.5

34

53

.0

34

3.5

55

2.4

27

52

.9

27

45

2.4

27

52

.8

87

4.0

45

2.4

27

53

.0

37

5.6

52

.9

44

53

.0

94

7.1

53

.0

04

53

.1

54

85

3.0

45

3.1

9

8.5

53

.0

65

3.2

1

CH 630

3% 3%

-8

.5

53

.8

58

54

.0

08

-8

53

.8

38

53

.9

88

-7

.1

53

.8

02

53

.9

52

-5

.6

53

.7

42

53

.8

92

-4

.0

45

3.2

26

53

.8

36

-4

53

.2

26

53

.6

86

-3

.5

55

3.2

26

53

.7

26

05

3.3

33

53

.8

33

3.5

55

3.2

26

53

.7

26

45

3.2

26

53

.6

86

4.0

45

3.2

26

53

.8

36

5.6

53

.7

42

53

.8

92

7.1

53

.8

02

53

.9

52

85

3.8

38

53

.9

88

8.5

53

.8

58

54

.0

08

CH 645

3% 3%

-8

.5

54

.6

57

54

.8

07

-8

54

.6

37

54

.7

87

-7

.1

54

.6

01

54

.7

51

-5

.6

54

.5

41

54

.6

91

-4

.0

45

4.0

25

54

.6

35

-4

54

.0

25

54

.4

85

-3

.5

55

4.0

25

54

.5

25

05

4.1

31

54

.6

31

3.5

55

4.0

25

54

.5

25

45

4.0

25

54

.4

85

4.0

45

4.0

25

54

.6

35

5.6

54

.5

41

54

.6

91

7.1

54

.6

01

54

.7

51

85

4.6

37

54

.7

87

8.5

54

.6

57

54

.8

07

ROAD 12

CH 660

3% 3%

-8

.5

55

.4

56

55

.6

06

-8

55

.4

36

55

.5

86

-7

.1

55

.4

55

.5

5

-5

.6

55

.3

45

5.4

9

-4

.0

45

4.8

24

55

.4

34

-4

54

.8

24

55

.2

84

-3

.5

55

4.8

24

55

.3

24

05

4.9

35

5.4

3

3.5

55

4.8

24

55

.3

24

45

4.8

24

55

.2

84

4.0

45

4.8

24

55

.4

34

5.6

55

.3

45

5.4

9

7.1

55

.4

55

.5

5

85

5.4

36

55

.5

86

8.5

55

.4

56

55

.6

06

CH 675

3% 3%

-8

.5

56

.2

55

56

.4

05

-8

56

.2

35

56

.3

85

-7

.1

56

.1

99

56

.3

49

-5

.6

56

.1

39

56

.2

89

-4

.0

45

5.6

22

56

.2

32

-4

55

.6

22

56

.0

82

-3

.5

55

5.6

22

56

.1

22

05

5.7

29

56

.2

29

3.5

55

5.6

22

56

.1

22

45

5.6

22

56

.0

82

4.0

45

5.6

22

56

.2

32

5.6

56

.1

39

56

.2

89

7.1

56

.1

99

56

.3

49

85

6.2

35

56

.3

85

8.5

56

.2

55

56

.4

05

CH 690

3% 3%

-8

.5

57

.0

53

57

.2

03

-8

57

.0

33

57

.1

83

-7

.1

56

.9

97

57

.1

47

-5

.6

56

.9

37

57

.0

87

-4

.0

45

6.4

21

57

.0

31

-4

56

.4

21

56

.8

81

-3

.5

55

6.4

21

56

.9

21

05

6.5

27

57

.0

28

3.5

55

6.4

21

56

.9

21

45

6.4

21

56

.8

81

4.0

45

6.4

21

57

.0

31

5.6

56

.9

37

57

.0

87

7.1

56

.9

97

57

.1

47

85

7.0

33

57

.1

83

8.5

57

.0

53

57

.2

03

CH 705

3% 3%

-8

.5

57

.8

52

58

.0

02

-8

57

.8

32

57

.9

82

-7

.1

57

.7

96

57

.9

46

-5

.6

57

.7

36

57

.8

86

-4

.0

45

7.2

25

7.8

3

-4

57

.2

25

7.6

8

-3

.5

55

7.2

25

7.7

2

05

7.3

26

57

.8

26

3.5

55

7.2

25

7.7

2

45

7.2

25

7.6

8

4.0

45

7.2

25

7.8

3

5.6

57

.7

36

57

.8

86

7.1

57

.7

96

57

.9

46

85

7.8

32

57

.9

82

8.5

57

.8

52

58

.0

02

CH 735

3% 3%

-8

.5

59

.4

55

9.6

-8

59

.4

35

9.5

8

-7

.1

59

.3

94

59

.5

44

-5

.6

59

.3

34

59

.4

84

-4

.0

45

8.8

17

59

.4

27

-4

58

.8

17

59

.2

77

-3

.5

55

8.8

17

59

.3

17

05

8.9

24

59

.4

24

3.5

55

8.8

17

59

.3

17

45

8.8

17

59

.2

77

4.0

45

8.8

17

59

.4

27

5.6

59

.3

34

59

.4

84

7.1

59

.3

94

59

.5

44

85

9.4

35

9.5

8

8.5

59

.4

55

9.6

CH 750

3%

-8

.5

60

.2

38

60

.3

88

-8

60

.2

18

60

.3

68

-7

.1

60

.1

82

60

.3

32

-5

.6

60

.1

22

60

.2

72

-4

.0

45

9.6

05

60

.2

15

-4

59

.6

05

60

.0

65

-3

.5

55

9.6

05

60

.1

05

05

9.7

12

60

.2

12

3.5

55

9.6

05

60

.1

05

45

9.6

05

60

.0

65

4.0

45

9.6

05

60

.2

15

5.6

60

.1

22

60

.2

72

7.1

60

.1

82

60

.3

32

86

0.2

18

60

.3

68

8.5

60

.2

38

60

.3

88

CH 720

3% 3%

-8

.5

58

.6

51

58

.8

01

-8

58

.6

31

58

.7

81

-7

.1

58

.5

95

58

.7

45

-5

.6

58

.5

35

58

.6

85

-4

.0

45

8.0

19

58

.6

29

-4

58

.0

19

58

.4

79

-3

.5

55

8.0

19

58

.5

19

05

8.1

25

58

.6

25

3.5

55

8.0

19

58

.5

19

45

8.0

19

58

.4

79

4.0

45

8.0

19

58

.6

29

5.6

58

.5

35

58

.6

85

7.1

58

.5

95

58

.7

45

85

8.6

31

58

.7

81

8.5

58

.6

51

58

.8

01

OFFSET

EXISTING

SURFACE LEVEL

WAE

DESIGN

SURFACE LEVEL


DATUM RL 46.0

DATUM RL 47.0

DATUM RL 50.0

DATUM RL 46.0

DATUM RL 49.0

DATUM RL 53.0

DATUM RL 52.0

DATUM RL 48.0

DATUM RL 46.0

DATUM RL 50.0

DATUM RL 50.0

DATUM RL 46.0

DATUM RL 47.0

DATUM RL 51.0

DATUM RL 55.0

DATUM RL 56.0

DATUM RL 55.0


DATUM RL 46.0

*

NOTE

FOR LOT GRADING


(ARCHIVES WAY)

#

#

#

#

#

#

#

#

=

=

=

=

=

=

DENOTES RETAINING WALL

DENOTES BASIN

#

CH 435

3% 3%

-8

.5

54

.7

13

54

.8

63

-8

54

.6

93

54

.8

43

-7

.1

54

.6

57

54

.8

07

-5

.6

54

.5

97

54

.7

47

-4

.0

45

4.0

85

4.6

9

-4

54

.0

85

4.5

4

-3

.5

55

4.0

85

4.5

8

05

4.6

45

4.6

87

3.5

55

5.4

58

54

.5

8

45

5.5

75

4.5

4

4.0

45

5.5

85

4.6

9

5.6

55

.9

75

4.7

47

7.1

56

.3

45

54

.8

07

CH 449.698

3% 3%

-8

.5

54

.5

23

54

.6

73

-8

54

.5

03

54

.6

53

-7

.1

54

.4

67

54

.6

17

-5

.6

54

.4

07

54

.5

57

-4

.0

45

4.5

65

4.5

-4

54

.5

75

4.3

5

-3

.5

55

4.6

83

54

.3

9

05

5.5

75

4.4

97

3.5

55

6.4

58

54

.3

9

45

6.5

75

4.3

5

4.0

45

6.5

85

4.5

5.6

56

.9

75

4.5

57

7.1

57

.3

45

54

.6

17

CH 474.7

3% 3%

-8

.5

53

.5

45

3.6

9

-8

53

.5

25

3.6

7

-7

.1

53

.4

84

53

.6

34

-5

.6

53

.4

24

53

.5

74

-4

.0

45

2.9

08

53

.5

18

-4

52

.9

08

53

.3

68

-3

.5

55

2.9

08

53

.4

08

05

4.0

27

53

.5

14

3.5

55

4.9

08

53

.4

08

45

5.0

21

53

.3

68

4.0

45

5.0

31

53

.5

18

5.6

55

.4

23

53

.5

74

7.1

55

.7

99

53

.6

34

CH 480

3% 3%

-8

.5

53

.2

25

53

.3

75

-8

53

.2

05

53

.3

55

-7

.1

53

.1

69

53

.3

19

-5

.6

53

.1

09

53

.2

59

-4

.0

45

2.5

93

53

.2

03

-4

52

.5

93

53

.0

53

-3

.5

55

2.5

93

53

.0

93

05

3.3

55

3.1

99

3.5

55

4.2

37

53

.0

93

45

4.3

49

53

.0

53

4.0

45

4.3

59

53

.2

03

5.6

54

.7

49

53

.2

59

7.1

55

.1

24

53

.3

19

CH 495

3% 3%

-8

.5

52

.1

98

52

.3

48

-8

52

.1

78

52

.3

28

-7

.1

52

.1

42

52

.2

92

-5

.6

52

.0

82

52

.2

32

-4

.0

45

1.5

65

52

.1

75

-4

51

.5

65

52

.0

25

-3

.5

55

1.5

65

52

.0

65

05

1.6

72

52

.1

72

3.5

55

2.3

17

52

.0

65

45

2.4

29

52

.0

25

4.0

45

2.4

39

52

.1

75

5.6

52

.8

27

52

.2

32

7.1

53

.2

05

52

.2

92

DATUM RL 51.0

DATUM RL 50.0

DATUM RL 48.0

DATUM RL 49.0

DATUM RL 49.0

CH 399.041

3% 3%

-3

.5

55

3.3

35

53

.8

35

05

3.4

41

53

.9

41

3.5

55

3.3

35

53

.8

35

45

3.3

35

53

.7

95

4.0

45

3.3

35

53

.9

45

5.6

53

.8

51

54

.0

01

7.1

53

.9

11

54

.0

61

3%

NOTE





STAGES 4 AND 5)

CADDENS HILL

STAGE 5


110358/CC512 A

110358CC512

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 5

:5

4:3

1 P

M F

ile

N

am

e: J:\1

10

35

8 - O

Co

nn

ell L

an

e, C

ad

de

ns\0

4 - S

ta

ge

5

\C

D\C

C\S

TA

GE

5

\1

10

35

8C

C5

12

.d

wg


1:200 (AT A1)

4 2 0 48

12 16 20

METRES

1:400 (AT A3)

ROAD 13

*

NOTE

FOR LOT GRADING

REFER TO PLANS

CC504 - CC505

NOTE

EXISTING SURFACE LEVELS ARE

FROM BULK EARTHWORKS

PACKAGE


J WYNDHAM PRINCE APPROVED

FOR STAGES 4 AND 5)

(STARLINE DRIVE)

CH 47.223

4%

3% 3%1%

-1

16

1.4

96

59

.4

03

-1

0.5

61

.4

97

59

.3

83

-9

.6

61

.4

99

59

.3

47

-8

.1

61

.5

03

59

.2

87

-5

.2

96

1.5

09

59

.1

81

-5

.2

56

1.5

09

59

.0

31

-4

.8

61

.5

15

9.0

71

06

0.5

09

59

.2

15

4.8

59

.7

89

59

.4

24

59

.0

71

5.2

55

9.7

46

59

.3

11

59

.0

31

5.2

95

9.7

42

59

.3

01

59

.1

81

8.1

59

.4

76

59

.1

55

9.6

59

.3

34

59

.1

41

10

.5

59

.2

48

59

.1

32

11

59

.2

01

59

.1

27

CH 60

4%

3% 3%

3.5%

-1

16

3.2

75

9.4

68

-1

0.5

63

.2

99

59

.4

48

-9

.6

63

.3

55

9.4

12

-8

.1

63

.4

35

59

.3

52

-5

.2

96

3.5

93

59

.2

45

-5

.2

56

3.5

94

59

.0

95

-4

.8

63

.4

85

9.1

35

06

1.6

45

59

.2

79

4.8

60

.6

32

59

.1

35

5.2

56

0.5

25

9.0

95

5.2

96

0.5

15

9.2

45

8.1

59

.8

08

59

.3

39

9.6

59

.4

33

59

.3

92

10

.5

59

.4

24

11

59

.4

41

CH 68.394

4%

3% 3%

4%

-1

16

3.7

53

59

.6

72

-1

0.5

63

.7

75

9.6

52

-9

.6

63

.8

59

.6

16

-8

.1

63

.8

45

59

.5

56

-5

.2

96

3.8

97

59

.4

49

-5

.2

56

3.8

97

59

.2

99

-4

.8

63

.9

06

59

.3

39

06

2.3

92

59

.4

83

4.8

61

.4

27

59

.3

39

5.2

56

1.3

14

59

.2

99

5.2

96

1.3

04

59

.4

49

8.1

60

.6

02

59

.5

56

9.6

60

.2

27

59

.6

16

10

.5

60

.0

02

59

.6

52

11

59

.8

77

59

.6

72

CH 75

4%

3% 3%

4%

-1

16

4.0

45

59

.9

22

-1

0.5

64

.0

49

59

.9

02

-9

.6

64

.0

58

59

.8

66

-8

.1

64

.0

76

59

.8

06

-5

.2

96

4.1

27

59

.7

-5

.2

56

4.1

28

59

.5

5

-4

.8

64

.1

36

59

.5

9

06

2.9

85

9.7

34

4.8

62

.0

52

59

.5

9

5.2

56

1.9

39

59

.5

5

5.2

96

1.9

29

59

.7

8.1

61

.2

27

59

.8

06

9.6

60

.8

52

59

.8

66

10

.5

60

.6

27

59

.9

02

11

60

.5

02

59

.9

22

CH 81.628

4%

3% 3%

4%

-1

16

4.3

21

60

.2

53

-1

0.5

64

.3

26

60

.2

33

-9

.6

64

.3

35

60

.1

97

-8

.1

64

.3

51

60

.1

37

-5

.2

96

4.3

81

60

.0

31

-5

.2

56

4.3

81

59

.8

81

-4

.8

64

.3

86

59

.9

21

06

3.5

76

0.0

65

4.8

62

.6

79

59

.9

21

5.2

56

2.5

66

59

.8

81

5.2

96

2.5

56

60

.0

31

8.1

61

.8

54

60

.1

37

9.6

61

.4

79

60

.1

97

10

.5

61

.2

54

60

.2

33

11

61

.1

29

60

.2

53

CH 82.836

4%

3% 3%

4%

-1

16

4.3

71

60

.3

22

-1

0.5

64

.3

77

60

.3

02

-9

.6

64

.3

86

60

.2

66

-8

.1

64

.4

02

60

.2

06

-5

.2

96

4.4

31

60

.0

99

-5

.2

56

4.4

32

59

.9

49

-4

.8

64

.4

36

59

.9

89

06

3.6

75

60

.1

33

4.8

62

.7

93

59

.9

89

5.2

56

2.6

85

9.9

49

5.2

96

2.6

76

0.0

99

8.1

61

.9

68

60

.2

06

9.6

61

.5

93

60

.2

66

10

.5

61

.3

69

60

.3

02

11

61

.2

44

60

.3

22

CH 90

4%

3% 3%

4%

-1

16

4.6

63

60

.7

77

-1

0.5

64

.6

48

60

.7

57

-9

.6

64

.6

22

60

.7

21

-8

.1

64

.5

78

60

.6

61

-5

.2

96

4.4

95

60

.5

55

-5

.2

56

4.4

93

60

.4

05

-4

.8

64

.4

86

0.4

45

06

3.9

67

60

.5

89

4.8

63

.2

88

60

.4

45

5.2

56

3.1

75

60

.4

05

5.2

96

3.1

65

60

.5

55

8.1

62

.4

63

60

.6

61

9.6

62

.0

88

60

.7

21

10

.5

61

.8

63

60

.7

57

11

61

.7

38

60

.7

77

CH 93.244

4%

3% 3%

4%

-1

16

4.6

79

60

.9

9

-1

0.5

64

.6

64

60

.9

7

-9

.6

64

.6

38

60

.9

34

-8

.1

64

.5

93

60

.8

74

-5

.2

96

4.5

16

0.7

68

-5

.2

56

4.5

09

60

.6

18

-4

.8

64

.4

96

60

.6

58

06

4.0

96

60

.8

02

4.8

63

.4

24

60

.6

58

5.2

56

3.3

12

60

.6

18

5.2

96

3.3

02

60

.7

68

8.1

62

.5

99

60

.8

74

9.6

62

.2

25

60

.9

34

10

.5

62

60

.9

7

11

61

.8

75

60

.9

9

CH 111.209

4%

3% 3%4%

-1

16

4.8

68

62

.1

72

-1

0.5

64

.8

66

62

.1

52

-9

.6

64

.8

62

62

.1

16

-8

.1

64

.8

56

62

.0

56

-5

.2

96

4.8

56

1.9

49

-5

.2

56

4.8

56

1.7

99

-4

.8

64

.8

49

61

.8

39

06

4.9

08

61

.9

83

6.8

96

65

.5

66

1.7

77

7.3

46

65

.5

63

61

.7

37

7.3

86

65

.5

64

61

.8

87

10

.1

96

65

.6

25

61

.9

93

11

.6

96

65

.7

07

62

.0

53

12

.5

96

65

.7

51

62

.0

89

13

.0

96

65

.7

74

62

.1

09

CH 120

4%

3% 3%

4%

-1

16

4.9

73

62

.7

-1

0.5

64

.9

77

62

.6

8

-9

.6

64

.9

84

62

.6

44

-8

.1

64

.9

95

62

.5

84

-5

.2

96

5.0

17

62

.4

78

-5

.2

56

5.0

17

62

.3

28

-4

.8

65

.0

21

62

.3

68

06

5.0

29

62

.5

12

5.4

61

64

.9

85

62

.3

48

5.9

11

64

.9

83

62

.3

08

5.9

51

64

.9

83

62

.4

58

8.7

61

64

.9

72

62

.5

65

10

.2

61

65

.3

27

62

.6

25

11

.1

61

65

.5

91

62

.6

61

11

.6

61

65

.6

37

62

.6

81

CH 124.596

4%

3% 3%

4%

-1

16

4.9

66

62

.9

34

-1

0.5

64

.9

78

62

.9

14

-9

.6

64

.9

99

62

.8

78

-8

.1

65

.0

34

62

.8

18

-5

.2

96

5.1

62

.7

12

-5

.2

56

5.1

01

62

.5

62

-4

.8

65

.1

07

62

.6

02

06

5.1

22

62

.7

46

4.8

65

.0

97

62

.6

02

5.2

56

5.0

94

62

.5

62

5.2

96

5.0

94

62

.7

12

8.1

65

.3

48

62

.8

18

9.6

65

.5

62

62

.8

78

10

.5

65

.6

91

62

.9

14

11

65

.7

62

62

.9

34

CH 135

4%

3% 3%

4%

-1

16

4.8

95

63

.3

55

-1

0.5

64

.9

16

3.3

35

-9

.6

64

.9

37

63

.2

99

-8

.1

64

.9

82

63

.2

39

-5

.2

96

5.0

66

63

.1

32

-5

.2

56

5.0

68

62

.9

82

-4

.8

65

.0

81

63

.0

22

06

5.1

42

63

.1

66

4.8

65

.0

63

63

.0

22

5.2

56

5.0

55

62

.9

82

5.2

96

5.0

54

63

.1

32

8.1

65

.0

08

63

.2

39

9.6

64

.9

84

63

.2

99

10

.5

65

.1

29

63

.3

35

11

65

.2

72

63

.3

55

CH 150

4%

3% 3%

4%

-1

16

4.9

86

3.6

96

-1

0.5

64

.9

95

63

.6

76

-9

.6

65

.0

22

63

.6

4

-8

.1

65

.0

66

63

.5

8

-5

.2

96

5.1

31

63

.4

73

-5

.2

56

5.1

32

63

.3

23

-4

.8

65

.1

42

63

.3

63

06

5.1

91

63

.5

07

4.8

65

.1

34

63

.3

63

5.2

56

5.1

29

63

.3

23

5.2

96

5.1

28

63

.4

73

8.1

65

.2

63

.5

8

9.6

65

.5

22

63

.6

4

10

.5

65

.7

16

63

.6

76

11

65

.8

23

63

.6

96

CH 154.678

4%

3% 3%

4%

-1

16

5.0

17

63

.7

45

-1

0.5

65

.0

31

63

.7

25

-9

.6

65

.0

54

63

.6

89

-8

.1

65

.0

86

63

.6

29

-5

.2

96

5.1

46

63

.5

23

-5

.2

56

5.1

47

63

.3

73

-4

.8

65

.1

57

63

.4

13

06

5.2

03

63

.5

57

4.8

65

.1

45

63

.4

13

5.2

56

5.1

38

63

.3

73

5.2

96

5.1

37

63

.5

23

8.1

65

.0

96

63

.6

29

9.6

65

.4

48

63

.6

89

10

.5

65

.6

63

63

.7

25

11

65

.7

76

3.7

45

CH 179.679

4%

3% 3%

4%

-1

16

5.1

63

.9

99

-1

0.5

65

.1

02

63

.9

79

-9

.6

65

.1

06

63

.9

43

-8

.1

65

.1

15

63

.8

83

-5

.2

96

5.1

76

3.7

77

-5

.2

56

5.1

71

63

.6

27

-4

.8

65

.1

78

63

.6

67

06

5.2

59

63

.8

11

4.8

65

.3

15

63

.6

67

5.2

56

5.3

26

3.6

27

5.2

96

5.3

21

63

.7

77

8.1

65

.3

54

63

.8

83

9.6

65

.5

83

63

.9

43

10

.5

65

.7

31

63

.9

79

11

65

.8

18

63

.9

99

CH 195

4%

3% 3%

4%

-1

16

5.1

49

64

.1

55

-1

0.5

65

.1

63

64

.1

35

-9

.6

65

.1

88

64

.0

99

-8

.1

65

.2

34

64

.0

39

-5

.2

96

5.3

37

63

.9

32

-5

.2

56

5.3

39

63

.7

82

-4

.8

65

.3

55

63

.8

22

06

5.4

72

63

.9

66

4.8

65

.5

76

3.8

22

5.2

56

5.5

86

3.7

82

5.2

96

5.5

81

63

.9

32

8.1

65

.7

05

64

.0

39

9.6

66

.0

17

64

.0

99

10

.5

66

.2

02

64

.1

35

11

66

.2

48

64

.1

55

*

*

*

*

*

*

*

*

*

*

*

*

*

*

*

*

DATUM RL 56.0

DATUM RL 57.0

DATUM RL 59.0

DATUM RL 60.0

DATUM RL 60.0

DATUM RL 59.0

DATUM RL 57.0

DATUM RL 56.0

DATUM RL 56.0

DATUM RL 56.0

DATUM RL 59.0

DATUM RL 60.0



CADDENS HILL

STAGE 5

ROAD NO.13 CROSS SECTIONS

110358/CC513 A

110358CC513

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 5

:5

4:4

4 P

M F

ile

N

am

e: J:\1

10

35

8 - O

Co

nn

ell L

an

e, C

ad

de

ns\0

4 - S

ta

ge

5

\C

D\C

C\S

TA

GE

5

\1

10

35

8C

C5

13

.d

wg


1:200 (AT A1)

4 2 0 48

12 16 20

METRES

1:400 (AT A3)

NOTE





STAGES 4 AND 5)

CH 209.567

3% 3%

-8

.5

64

.5

25

64

.6

75

-8

64

.5

05

64

.6

55

-7

.1

64

.4

69

64

.6

19

-5

.6

64

.4

09

64

.5

59

-4

.0

46

3.8

93

64

.5

03

-4

63

.8

93

64

.3

53

-3

.5

56

3.8

93

64

.3

93

06

3.9

99

64

.4

99

3.5

56

3.8

93

64

.3

93

46

3.8

93

64

.3

53

4.0

46

3.8

93

64

.5

03

5.6

64

.4

09

64

.5

59

7.1

64

.4

69

64

.6

19

86

4.5

05

64

.6

55

8.5

64

.5

25

64

.6

75

CH 225

3% 3%

-8

.5

64

.0

91

64

.2

41

-8

64

.0

71

64

.2

21

-7

.1

64

.0

35

64

.1

85

-5

.6

63

.9

75

64

.1

25

-4

.0

46

3.4

58

64

.0

68

-4

63

.4

58

63

.9

18

-3

.5

56

3.4

58

63

.9

58

06

3.5

65

64

.0

65

3.5

56

3.4

58

63

.9

58

46

3.4

58

63

.9

18

4.0

46

3.4

58

64

.0

68

5.6

63

.9

75

64

.1

25

7.1

64

.0

35

64

.1

85

86

4.0

71

64

.2

21

8.5

64

.0

91

64

.2

41

CH 240

3% 3%

-8

.5

63

.6

69

63

.8

19

-8

63

.6

49

63

.7

99

-7

.1

63

.6

13

63

.7

63

-5

.6

63

.5

53

63

.7

03

-4

.0

46

3.0

36

63

.6

46

-4

63

.0

36

63

.4

96

-3

.5

56

3.0

36

63

.5

36

06

3.1

43

63

.6

43

3.5

56

3.0

36

63

.5

36

46

3.0

36

63

.4

96

4.0

46

3.0

36

63

.6

46

5.6

63

.5

53

63

.7

03

7.1

63

.6

13

63

.7

63

86

3.6

49

63

.7

99

8.5

63

.6

69

63

.8

19

CH 255

3% 3%

-8

.5

63

.2

46

63

.3

96

-8

63

.2

26

63

.3

76

-7

.1

63

.1

96

3.3

4

-5

.6

63

.1

36

3.2

8

-4

.0

46

2.6

14

63

.2

24

-4

62

.6

14

63

.0

74

-3

.5

56

2.6

14

63

.1

14

06

2.7

21

63

.2

21

3.5

56

2.6

14

63

.1

14

46

2.6

14

63

.0

74

4.0

46

2.6

14

63

.2

24

5.6

63

.1

36

3.2

8

7.1

63

.1

96

3.3

4

86

3.2

26

63

.3

76

8.5

63

.2

46

63

.3

96

CH 260.479

3% 3%

-8

.5

63

.0

92

63

.2

42

-8

63

.0

72

63

.2

22

-7

.1

63

.0

36

63

.1

86

-5

.6

62

.9

76

63

.1

26

-4

.0

46

2.4

66

3.0

7

-4

62

.4

66

2.9

2

-3

.5

56

2.4

66

2.9

6

06

2.5

66

63

.0

66

3.5

56

2.4

66

2.9

6

46

2.3

75

62

.9

2

4.0

46

2.3

75

63

.0

7

5.6

62

.9

76

63

.1

26

7.1

63

.0

36

63

.1

86

86

3.0

72

63

.2

22

8.5

63

.0

92

63

.2

42

CH 285.565

3% 3%

-8

.5

62

.3

86

62

.5

36

-8

62

.3

66

62

.5

16

-7

.1

62

.3

36

2.4

8

-5

.6

62

.2

76

2.4

2

-4

.0

46

1.7

54

62

.3

64

-4

61

.7

54

62

.2

14

-3

.5

56

1.7

54

62

.2

54

06

1.8

66

2.3

6

3.5

56

1.7

54

62

.2

54

46

1.7

54

62

.2

14

4.0

46

1.7

54

62

.3

64

5.6

62

.2

76

2.4

2

7.1

62

.3

36

2.4

8

86

2.3

66

62

.5

16

8.5

62

.3

86

62

.5

36

CH 300

3% 3%

-8

.5

61

.9

86

2.1

3

-8

61

.9

66

2.1

1

-7

.1

61

.9

24

62

.0

74

-5

.6

61

.8

64

62

.0

14

-4

.0

46

1.3

48

61

.9

58

-4

61

.3

48

61

.8

08

-3

.5

56

1.3

48

61

.8

48

06

1.4

54

61

.9

54

3.5

56

1.3

48

61

.8

48

46

1.3

48

61

.8

08

4.0

46

1.3

48

61

.9

58

5.6

61

.8

64

62

.0

14

7.1

61

.9

24

62

.0

74

86

1.9

66

2.1

1

8.5

61

.9

86

2.1

3

CH 315

3% 3%

-8

.5

61

.5

58

61

.7

08

-8

61

.5

38

61

.6

88

-7

.1

61

.5

02

61

.6

52

-5

.6

61

.4

42

61

.5

92

-4

.0

46

0.9

25

61

.5

35

-4

60

.9

25

61

.3

85

-3

.5

56

0.9

25

61

.4

25

06

1.0

32

61

.5

32

3.5

56

0.9

26

61

.4

25

46

0.9

26

61

.3

85

4.0

46

0.9

26

61

.5

35

5.6

61

.4

42

61

.5

92

7.1

61

.5

02

61

.6

52

86

1.5

38

61

.6

88

8.5

61

.5

58

61

.7

08

CH 330

3% 3%

-8

.5

61

.1

45

61

.2

95

-8

61

.1

25

61

.2

75

-7

.1

61

.0

89

61

.2

39

-5

.6

61

.0

29

61

.1

79

-4

.0

46

0.5

13

61

.1

23

-4

60

.5

13

60

.9

73

-3

.5

56

0.5

13

61

.0

13

06

0.6

19

61

.1

19

3.5

56

0.5

13

61

.0

13

46

0.5

13

60

.9

73

4.0

46

0.5

13

61

.1

23

5.6

61

.0

29

61

.1

79

7.1

61

.0

89

61

.2

39

86

1.1

25

61

.2

75

8.5

61

.1

45

61

.2

95

OFFSET

EXISTING

SURFACE LEVEL

WAE

DESIGN

SURFACE LEVEL

CH 336.571

3% 3%

-8

.5

61

.0

02

61

.1

52

-8

60

.9

82

61

.1

32

-7

.1

60

.9

46

61

.0

96

-5

.6

60

.8

86

61

.0

36

-4

.0

46

0.3

76

0.9

8

-4

60

.3

76

0.8

3

-3

.5

56

0.3

76

0.8

7

06

0.4

76

60

.9

76

3.5

56

0.3

76

0.8

7

46

0.2

77

60

.8

3

4.0

46

0.8

12

60

.9

8

5.6

60

.8

86

61

.0

36

7.1

60

.9

46

61

.0

96

86

0.9

82

61

.1

32

8.5

61

.0

02

61

.1

52

CH 361.571

3% 3%

-8

.5

60

.7

57

60

.9

07

-8

60

.7

37

60

.8

87

-7

.1

60

.7

01

60

.8

51

-5

.6

60

.6

41

60

.7

91

-4

.0

46

0.1

25

60

.7

35

-4

60

.1

25

60

.5

85

-3

.5

56

0.1

25

60

.6

25

06

0.2

31

60

.7

31

3.5

56

0.1

25

60

.6

25

46

0.1

25

60

.5

85

4.0

46

0.1

25

60

.7

35

5.6

60

.6

41

60

.7

91

7.1

60

.7

01

60

.8

51

86

0.7

37

60

.8

87

8.5

60

.7

57

60

.9

07

*

NOTE

FOR LOT GRADING


ROAD 20

(MIDNIGHT AVENUE)

DATUM RL 60.0

DATUM RL 60.0

DATUM RL 60.0

DATUM RL 59.0

DATUM RL 59.0

DATUM RL 58.0

DATUM RL 58.0

DATUM RL 57.0

DATUM RL 57.0

DATUM RL 57.0

DATUM RL 57.0

CADDENS HILL

STAGE 5

ROAD No.20.CROSS SECTIONS

110358/CC514 A

110358CC514

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 5

:5

4:5

7 P

M F

ile

N

am

e: J:\1

10

35

8 - O

Co

nn

ell L

an

e, C

ad

de

ns\0

4 - S

ta

ge

5

\C

D\C

C\S

TA

GE

5

\1

10

35

8C

C5

14

.d

wg


1:200 (AT A1)

4 2 0 48

12 16 20

METRES

1:400 (AT A3)

255.000

270.000

285.000

260.479

260.565

285.479

285.565

60.000

75.000

90.000

105.000

65.957

66.044

90.957

91.044

0.000

14.090

0.000

14.028

0.000

14.090

0.000

1

5

.0

0

0

17.028

TP

3.000

KR 48

KR 49

KR 46

KR 47

4.0 8.0 4.0

4.08.0 4.0

4.0

8.0

4.0

4.0

8.0

4.0

KG

KG

KG

KG

KG

KG

KG

KG

ROAD 11

RO

AD

20

519

557

546

557

63.043

DESIGN GRADELINE

VERTICAL GEOMETRY

CHAINAGE

ROAD CHAINAGE

DESIGN

LIP GRADING

KR 46


VERTICAL SCALE 1:50

DESIGN GRADELINE

VERTICAL GEOMETRY

CHAINAGE

ROAD CHAINAGE

DESIGN

LIP GRADING

KR 47


VERTICAL SCALE 1:50

DESIGN GRADELINE

VERTICAL GEOMETRY

CHAINAGE

ROAD CHAINAGE

DESIGN

LIP GRADING

KR 48


VERTICAL SCALE 1:50

KR 49


VERTICAL SCALE 1:50


0 290546.66 6260774.73 97°49'26.00"

3 290549.64 6260774.32 97°49'26.00"

10.01 290558.47 6260773.11 -8.95 14.03

17.03 290559.72 6260781.94 8°01'23.02"

KR 49


0 290556.23 6260757.19 8°01'23.02"

7.04 290557.48 6260766.08 -8.95 14.09

14.09 290548.58 6260767.3 277°49'28.28"

KR 48


0 290566.76 6260781.04 188°01'23.02"

7.04 290565.51 6260772.14 -8.95 14.09

14.09 290574.4 6260770.92 97°49'28.28"

KR 46


0 290573.35 6260763.9 277°49'28.28"

7.01 290564.52 6260765.11 -8.95 14.03

14.03 290563.27 6260756.28 188°01'23.02"

KR 47

62

.2

08

14

.0

9

62

.3

11

.9

22

62

.3

79

9.1

72

62

.3

92

7.5

68

62

.3

86

6.4

22

62

.3

84

6.2

77

62

.3

42

3.5

27

62

.2

76

0.7

77

62

.2

54

0

5.50m V.C.5.50m V.C.

-4.239%1.116%2.816%

IP

6

2.4

16

IP

6

2.3

53

CR

ES

T

RL

6

2.3

92

m

CH

7

.5

68

62

.9

57

14

.0

28

62

.8

19

10

.5

21

62

.6

03

7.0

14

62

.3

77

3.5

07

62

.2

11

0

7.01m V.C.7.01m V.C.

2.814%7.299%3.870%

IP

6

2.8

59

IP

6

2.3

47

62

.3

08

14

.0

9

62

.3

11

3.8

65

62

.3

93

10

.8

65

62

.5

79

7.8

65

62

.5

86

7.7

8

62

.7

87

4.7

8

62

.9

11

.7

8

62

.9

60

6.00m V.C.6.00m V.C.

-1.000%-7.969%-2.816%

IP

6

2.3

40

IP

6

2.8

25

28

5.5

65

91

.0

44

90

.9

57

26

0.5

65

26

0.4

79

65

.9

57

DATUM 57.0 DATUM 57.0 DATUM 59.0

CH

1

0.1

55

RL

6

2.4

08

m

CR

ES

T

CH

3

.7

65

RL

6

2.2

65

m

SA

G

IP

6

2.2

56

IP

6

2.4

72

-1.000% 4.357% -2.814%

DESIGN GRADELINE

2.00m V.C. 7.50m V.C.

VERTICAL GEOMETRY

06

2.3

3.3

91

62

.2

66

4.3

91

62

.2

7

5.3

91

62

.3

5.5

98

62

.3

09

9.3

48

62

.4

05

10

.1

55

62

.4

08

13

.0

98

62

.3

67

15

62

.3

13

17

.0

28

62

.2

56

CHAINAGE

ROAD CHAINAGE

DESIGN

LIP GRADING

DATUM 58.0

63

.0

43

28

5.4

79

CADDENS HILL

STAGE 5

KERB RETURNS

110358/CC515 A

110358CC515

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 5

:5

6:0

5 P

M F

ile

N

am

e: J:\1

10

35

8 - O

Co

nn

ell L

an

e, C

ad

de

ns\0

4 - S

ta

ge

5

\C

D\C

C\S

TA

GE

5

\1

10

35

8C

C5

15

.d

wg


METRES

1:50 (AT A1)

1 0 1 2 3 4 5

1:100 (AT A3)

1:200 (AT A1)

4 2 0 48

12 16 20

METRES

1:400 (AT A3)

DESIGN LEVELS AND SETOUT

ARE TO LIP OF GUTTER

PLAN

SCALE 1:200

435.000

450.000

465.000

480.000

449.698

474.700

312.254

300.000

299.622

299.884

0.000

14.152

0.000

1

5

.0

0

0

16.965

TP3.000

KR 45

KR 44

4.08.0

4.0

4.0

8.0

5.8

4.0

8.0

5.8

KG

KG

KG

KG

ROAD 12

RO

AD

11

KG

KG

504

587

STATE

ARCHIVES

767.563

735.000

750.000

765.000

755.020

755.105

330.000

345.000

360.000

336.571

361.571

0.000

14.028

0.000

14.089

KR 50

KR 51

4.0

8.0

4.0

4.0

8.0

4.0

K

G

K

G

K

G

R

O

A

D

20

R

O

A

D

12

K

G

605

684

683

561

560

559

KR 44


VERTICAL SCALE 1:50

KR 45


VERTICAL SCALE 1:50

DESIGN GRADELINE

VERTICAL GEOMETRY

CHAINAGE

ROAD CHAINAGE

DESIGN

LIP GRADING

KR 50


VERTICAL SCALE 1:50

DESIGN GRADELINE

VERTICAL GEOMETRY

CHAINAGE

ROAD CHAINAGE

DESIGN

LIP GRADING

KR 51


VERTICAL SCALE 1:50


0 290778.33 6260742.9 97°49'28.27"

3 290781.3 6260742.49 97°49'28.27"

9.98 290790.07 6260741.28 -8.95 13.96

16.97 290791.37 6260750.05 8°25'30.32"

KR 45


0 290787.71 6260725.31 8°25'30.32"

7.08 290789.03 6260734.26 -8.95 14.15

14.15 290780.07 6260735.49 277°49'28.28"

KR 44


0 290583.96 6260839.16 277°49'33.98"

7.01 290575.12 6260840.38 -8.95 14.03

14.03 290573.88 6260831.54 188°01'23.02"

KR 50


0 290577.37 6260856.3 188°01'23.02"

7.04 290576.11 6260847.41 -8.95 14.09

14.09 290585.01 6260846.18 97°49'33.98"

KR 51

60.87

14.028

60.773

10.521

60.619

7.014

60.451

3.507

60.313

0

7.01m V.C.7.01m V.C.

1.932%5.226%3.481%

IP

60.802

IP

60.435

60.308

14.089

60.382

12.257

60.512

8.257

60.582

4.257

60.625

0

8.00m V.C.

-4.016%-1.000%

IP

60.542

755.105

336.571

361.571

755.020

DATUM 57.0 DATUM 57.0

4.6

FUTURE

CONSTRUCTION

IP

54.310

IP

53.679

-2.269% -8.913% -0.712%

DESIGN GRADELINE

7.08m V.C. 7.08m V.C.

VERTICAL GEOMETRY

054.39

3.538

54.251

7.076

53.995

10.614

53.752

14.152

53.654

CHAINAGE

ROAD CHAINAGE

DESIGN

LIP GRADING

DATUM 52.0

CH

7.506

RL 53.677m

CR

ES

T

CH

2.699

RL 53.632m

SA

G

IP

53.626

IP

53.730

-1.000% 1.481% -4.582%

DESIGN GRADELINE

2.00m V.C. 9.50m V.C.

VERTICAL GEOMETRY

053.655

1.892

53.636

2.892

53.632

3.892

53.641

5.185

53.66

7.506

53.677

9.935

53.658

14.685

53.512

15

53.498

16.965

53.408

CHAINAGE

ROAD CHAINAGE

DESIGN

LIP GRADING

DATUM 51.0

449.698

299.622

296.884

474.700

CADDENS HILL

STAGE 5

KERB RETURNS

110358/CC516 A

110358CC516

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 5

:5

7:2

0 P

M F

ile

N

am

e: J:\1

10

35

8 - O

Co

nn

ell L

an

e, C

ad

de

ns\0

4 - S

ta

ge

5

\C

D\C

C\S

TA

GE

5

\1

10

35

8C

C5

16

.d

wg


PLAN

SCALE 1:200

METRES

1:50 (AT A1)

1 0 1 2 3 4 5

1:100 (AT A3)

1:200 (AT A1)

4 2 0 48

12 16 20

METRES

1:400 (AT A3)



PLAN

SCALE 1:200

15

0.0

00

16

5.0

00

18

0.0

00

19

5.0

00

154.678

17

9.6

79

0.000

15.000

13.707

13.793

ROAD 13

0.0

00

14.090

0.000

14

.0

28

KR 56

KR 57

KG

KG

4.08.0

4.0

KG

RO

AD

11

KG

KG

KG

542

553

643642

641

640

5.5

10

.1

5.2

90.000

1

0

5

.

0

0

0

1

2

0

.0

0

0

135.000

TP93.244

TP

124.596

1

1

1

.

2

0

9

9

5

.

2

0

6

7

5

.0

0

0

9

0

.

0

0

0

TP

64.527

T

P

8

6

.

9

1

2

8

1

.

6

2

8

8

2

.

8

3

6

0

.

0

0

0

15.000

16.157

TP10.261

9

.

7

0

0

0.000

KR 58

KR 59

5.25

10.5

5.25

5.2510.5

5.25

KG

KG

KG

KG

ROAD 13

RO

AD

9

FUTURE

SUBDIVISION

552

537

538

539

540

541

639

D

C

SAG AT CH4.094

R

1

.

2

R0.5

DESIGN GRADELINE

VERTICAL GEOMETRY

CHAINAGE

ROAD CHAINAGE

DESIGN

LIP GRADING

KR 56


VERTICAL SCALE 1:50

DESIGN GRADELINE

VERTICAL GEOMETRY

CHAINAGE

ROAD CHAINAGE

DESIGN

LIP GRADING

KR 57


VERTICAL SCALE 1:50

DESIGN GRADELINE

VERTICAL GEOMETRY

CHAINAGE

ROAD CHAINAGE

DESIGN

LIP GRADING

KR 58


VERTICAL SCALE 1:50

DESIGN GRADELINE

VERTICAL GEOMETRY

CHAINAGE

ROAD CHAINAGE

DESIGN

LIP GRADING

KR 59


VERTICAL SCALE 1:50


0 290468.07 6260708.73 343°31'37.17"

5.13 290466.43 6260714.27 -8.95 10.26

10.26 290460.71 6260715.06 277°50'22.43"

16.16 290454.87 6260715.87 277°50'22.43"

KR 59


0 290476.54 6260721 223°53'28.29"

4.85 290472.81 6260717.12 -8.95 9.7

9.7 290474.49 6260712 161°47'49.37"

KR 58

63.193

13.793

14.09

63.296

10.567

63.448

7.045

63.589

3.522

63.659

179.679

0

7.04m V.C.7.04m V.C.

-2.219%-5.002%-1.000%

IP

63.271

IP

63.624

63.413

154.678

14.028

63.423

11.999

63.418

10.521

63.361

7.014

63.276

3.507

63.195

13.707

0

7.01m V.C.7.01m V.C.

-1.015%2.495%2.227%

IP

63.448

IP

63.273

CR

ES

T

RL 63.423m

CH

11.999

61.707

82.836

9.7

61.685

8.928

61.668

7.928

61.634

4.537

61.644

3.037

61.706

1.537

111.209

0

2.00m V.C.3.00m V.C.

3.739%1.000%-5.778%

IP

61.678

IP

61.619

SA

G

RL 61.632m

CH

4.094

60.672

93.244

16.157

60.73

15

60.931

10.994

61.06

8.494

61.195

5.994

61.195

5.992

61.338

3.492

61.491

0.992

61.554

81.628

0

5.00m V.C.5.00m V.C.

-5.021%-5.527%-6.320%

IP

61.057

IP

61.333


0 290496.82 6260774.42 277°49'28.28"

7.01 290487.98 6260775.63 -8.95 14.03

14.03 290486.74 6260766.8 188°01'22.92"

KR 57


0 290490.23 6260791.55 188°01'22.92"

7.04 290488.98 6260782.66 -8.95 14.09

14.09 290497.87 6260781.44 97°49'28.28"

KR 56

DATUM 61.0 DATUM 61.0 DATUM 60.0 DATUM 59.0

CADDENS HILL

STAGE 5

KERB RETURNS

110358/CC517 A

110358CC517

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 5

:5

8:3

4 P

M F

ile

N

am

e: J:\1

10

35

8 - O

Co

nn

ell L

an

e, C

ad

de

ns\0

4 - S

ta

ge

5

\C

D\C

C\S

TA

GE

5

\1

10

35

8C

C5

17

.d

wg


METRES

1:50 (AT A1)

1 0 1 2 3 4 5

1:100 (AT A3)

1:200 (AT A1)

4 2 0 48

12 16 20

METRES

1:400 (AT A3)



DISH CROSSING TO BE IN ACCORDANCE

WITH PCC CONSTRUCTION SPECIFICATION

STANDARD DRAWING SD1003/2 UNLESS

DIRECTED OTHERWISE BY COUNCIL

ENGINEER

PLAN

SCALE 1:200

PLAN

SCALE 1:200

C

O

R

C

O

R

C

O

R

C

O

R

A

N

G

L

E

C

O

R

5

8

.

6

9

5

8

.

9

7

5

9

.

6

5

5

8

.

8

8

5

7

.

6

5

5

6

.

9

9

5

7

.

1

5

5

5

.

8

1

5

5

.

3

9

5

8

.

5

9

6

6

.

0

0

6

5

.

8

8

6

5

.

3

5

6

1

.

7

7

6

2

.

9

1

6

3

.

0

4

6

2

.

9

26

3

.

5

6

6

5

.

0

3

6

5

.

6

9

6

5

.

9

3

6

2

.

5

0

6

0

.

9

9

5

9

.

8

3

5

3

.

1

3

4

3

.

4

4

4

3

.

3

4

4

4

.

5

7

5

2

.

9

8

5

1

.

4

3

5

0

.

2

0

4

8

.

5

3

4

7

.

4

0

4

6

.

6

3

4

6

.

3

0

4

5

.

4

0

4

7

.

6

0

B

B

1

6

/

.

8N

S

B

B

B

B

B

B

6

/

.

3

8

/

.

4

B

B

B

B

G

A

S

G

T

G

T

T

B

T

B

T

B

G

T

G

T

B

B

B

B

B

B

B

BT

B

B

B

B

B

B

B

B

B

N

S

N

S

N

S

N

S

N

S

N

S

N

S

N

S

N

S

8

/

.

4

N

S

1

0

/

.

5

5

7

.

4

6

5

6

.

2

05

5

.

7

4

5

6

.

2

0

5

6

.

0

4

5

6

.

5

3

6

5

.

8

3

6

5

.

6

6

6

5

.

5

8

6

5

.

9

1

6

5

.

6

6

6

3

.

7

7

6

5

.

3

1

6

5

.

2

8

6

5

.

2

0

6

6

.

0

2

6

5

.

6

0

5

6

.

3

9

5

6

.

9

8

5

7

.

3

7

5

7

.

9

0

5

8

.

0

4

5

8

.

2

3

5

8

.

9

9

5

9

.

7

8

6

0

.

6

7

6

0

.

3

6

6

5

.

5

8

6

6

.

1

1

6

6

.

0

4

6

4

.

9

6

6

4

.

9

3

6

5

.

3

2

6

5

.

1

8

6

5

.

5

5

6

5

.

5

7

6

4

.

8

8

6

4

.

8

4

6

5

.

0

6

6

5

.

2

5

T

B

B

B

N

S

N

S

N

S

N

S

N

S

W

F

T

B

E

B

E

B

R

W

N

S

N

S

R

W

R

W

C

B

U

C

B

U

W

A

N

S

N

S

N

S

N

S

N

S

N

S

N

S

N

S

C

B

U

W

A

N

S

1

0

/

.

5

G

T

G

T

N

S

N

S

N

S

N

S

N

S

N

S

N

S

N

S

DETENTION

BASIN &

RAINGARDEN C

STATE

ARCHIVES

A

10/4

0.0558ha

A

10/6

0.0251ha

A

10/7

0.0919ha

A10/8

0.0532ha

A

10/9

0.0786ha

A

12/1

0.0585ha

A13/1

0.1232ha

A14/4

0.0852ha

A

8

/

1

0

.

0

8

9

7

h

a

A8/3

0.0237ha

A9/1

0.1291ha

AD/1

0.0475ha

A

D

/

2

0

.

0

3

6

4

h

a

A

D

/

4

0

.

0

4

5

9

h

a

A

E

/1

0.0465ha

A

E

/2

0.0380ha

A

E

/3

0.0475ha

A

E

/4

0.0475ha

A

E

/5

0.0380ha

A

K

/1

0.0375ha

A

L/1

0.0300ha

B

P

A

7/1

0.0245ha

B

P

A

8/1

0.0324ha

BPA9/1

0.0099ha

B

1/2

0.0160ha

B

1/3

0.0177ha

B1/4

0.0079ha

B

1/6

0.0465ha

B1/7

0.0182ha

B1/8

0.0648ha

B1/9

0.1967ha

B1/10

0.1253ha

B1/11

0.1039ha

B1/12

0.1798ha

B

1/13

0.0932ha

B

11/1

0.0375ha

B

14/1

0.0481ha

B2/4

0.2120ha

B2/6

0.0085ha

B1/5

0.1405ha

B

5/1

0.0578ha

B

6/1

0.0475ha

B

7/3

0.0903ha

B

8/1

0.0842ha

B

9/1

0.0854ha

B9/2

0.2018ha

B9/4

0.0862ha B9/5

0.1329ha

B9/6

0.0938ha

B

9/7

0.0745ha

B9/8

0.0074ha

B

9/9

0.0851ha

B9/10

0.1149ha

BA/1

0.0521ha

BA/2

0.0375ha

BA/3

0.0375ha

BA/4

0.0375ha

BA/5

0.0300ha

BA/6

0.0375ha

BA/7

0.0300ha

B

A

/8

0.0301ha

B

A

/9

0.0301ha

BD

/1

0.0

469ha

B

D

/2

0.0320ha

BD

/3

0.0320ha

BD

/4

0.0

322ha

B

E

/1

0.0450ha

B

E

/2

0.0375ha

B

E

/3

0.0345ha

B

E

/4

0.0375ha

B

E

/5

0.0300ha

B

E

/6

0.0375ha

B

E

/7

0.0300ha

B

F/1

0.0375ha

B

G

/1

0.0450ha

B

G

/2

0.0375ha

B

G

/3

0.0450ha

B

G

/4

0.0375ha

B

G

/5

0.0300ha

B

G

/6

0.0300ha

BH/1

0.0458ha

BH/2

0.0459ha

BH/3

0.0454ha

B

J/1

0.0467ha

B

J/3

0.0402ha

B

J/4

0.0300ha

B

J/5

0.0375ha

B

J/6

0.0300ha

B

J/7

0.0375ha

B

J/8

0.0300ha

B

J/9

0.0375ha

B

J/10

0.0300ha

B

J/11

0.0375ha

B

J/12

0.0450ha

B

P

B

1/1

0.0302ha

B

P

B

10/1

0.0336ha

B

P

B

2/1

0.0460ha

BPB3/1

0.0998ha

B

P

B

4/1

0.1129ha

B

P

B

8/1

0.0702ha

B

P

B

9/1

0.0346ha

DETENTION

BASIN &

RAINGARDEN B

EXISTING

SUBDIVISION

STAGE 3

FUTURE

SUBDIVISION

STAGE 6

EXISTING

SUBDIVISION

STAGE 4

B9/3

0.1798ha

A14/7

0.1617ha

A

10/10

0.0442ha

CADDENS HILL

STAGE 5

CATCHMENT PLAN

110358/CC518 A

110358CC518

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 5

:5

9:3

9 P

M F

ile

N

am

e: J:\1

10

35

8 - O

Co

nn

ell L

an

e, C

ad

de

ns\0

4 - S

ta

ge

5

\C

D\C

C\S

TA

GE

5

\1

10

35

8C

C5

18

.d

wg


METRES

1:1000 (AT A1)

20 10 0 10 20 30 40 50 60 70 80 90 100

1:2000 (AT A3)

PLAN

SCALE 1:1000

LEGEND

PROPOSED CATCHMENT

FLOW DIRECTION

FUTURE CATCHMENT

EXISTING CATCHMENT

FUTURE FLOW

DIRECTION

PIT SCHEDULE

PIT PIT PIT PIT PIT COMMENTS

NAME TYPE EASTING NORTHING DEPTH

(-) (-) (m) (m) (m)

B1/1 1.8 m lintel 290549.8 6260714.807 1.544

B1/2 1.8 m lintel 290552.592 6260734.611 1.544

B1/3 1.8 m lintel 290555.699 6260756.659 1.556

B1/4 1.8 m lintel 290559.528 6260783.823 1.69

B1/5 1.8 m lintel 290566.019 6260829.872 1.553

B1/6 1.8 m lintel 290574.171 6260830.391 1.649

B1/7 1.8 m lintel 290587.032 6260838.284 1.666

B1/8 1.8 m lintel 290609.752 6260835.162 1.657

B1/9 1.8 m lintel 290663.758 6260827.739 1.657

B1/10 1.8 m lintel 290697.919 6260823.043 1.731

B1/11 1.8 m lintel 290724.606 6260819.375 1.816

B1/12 2.4 m lintel 290770.934 6260813.008 1.75

B1/13

3.0 m lintel sag

290791.671 6260818.232 2.57

B1/14 GPT 290792.114 6260821.45 2.752

B1/15 JP 290792.867 6260826.931 2.625

B1/16 JP 290793.685 6260832.882 2.65

B1/17 H.W. 290794.116 6260836.015

B10/1 1.8 m lintel 290654.467 6260760.374 1.47

B11/1 1.8 m lintel 290701.636 6260753.892 1.464

B13/1 1.8 m lintel 290798.301 6260745.297 1.49

B14/1 1.8 m lintel 290805.565 6260794.344 1.478

B2/5

2.4 m lintel sag

290578.034 6260857.796 1.783

B2/6 1.8 m lintel 290586.883 6260846.38 1.585

B3/1 1.8 m lintel 290563.493 6260754.638 1.451

B5/1 1.8 m lintel 290660.135 6260836.312 1.485

B6/1 1.8 m lintel 290718.38 6260828.306 1.501

B7/1 1.8 m lintel 290521.022 6260770.636 1.452

B7/2 1.8 m lintel 290523.528 6260778.367 1.565

B7/3

2.4 m lintel sag

290548.138 6260774.985 1.578

B8/1

2.4 m lintel sag

290546.962 6260767.072 1.438

B9/1 1.8 m lintel 290600.381 6260759.731 1.568

B9/2 2.4 m lintel 290656.441 6260752.027 1.613

B9/3 2.4 m lintel 290703.019 6260745.626 1.593

B9/4 1.8 m lintel 290725.28 6260742.567 1.548

B9/5 1.8 m lintel 290760.137 6260737.777 1.573

B9/6

2.4 m lintel sag

290777.637 6260735.372 1.569

B9/7

2.4 m lintel sag

290778.659 6260743.307 1.698

B9/8 1.8 m lintel 290791.195 6260751.92 1.904

B9/9 1.8 m lintel 290798.459 6260800.966 1.845

B9/10

2.4 m lintel sag

290790.585 6260810.307 1.737

BA/1 GSIP 600x600 IAD 0.832

BA/2 GSIP 600x600 IAD 0.857

BA/3 GSIP 600x600 IAD 0.882

BA/4 GSIP 600x600 IAD 0.91

BA/5 GSIP 600x600 IAD 0.935

BA/6 GSIP 600x600 IAD 0.961

BA/7 GSIP 600x600 IAD 0.991

BA/8 GSIP 600x600 IAD 1.005

BA/9 GSIP 600x600 IAD 1.112

BA/10 JP 1.532

BD/1 GSIP 600x600 IAD 0.777

BD/2 GSIP 600x600 IAD 0.786

BD/3 GSIP 600x600 IAD 0.776

BD/4 GSIP 600x600 IAD 0.776

BD/5 JP 1.541

BE/1 GSIP 600x600 IAD 0.775

BE/2 GSIP 600x600 IAD 0.775

BE/3 GSIP 600x600 IAD 0.775

BE/4 GSIP 600x600 IAD 0.85

BE/5 GSIP 600x600 IAD 0.85

BE/6 GSIP 600x600 IAD 0.85

BE/7 GSIP 600x600 IAD 0.85

BE/8 JP 1.595

BE/9 JP 1.561

BF/1 GSIP 600x600 IAD 0.738

BG/1 GSIP 600x600 IAD 0.779

BG/2 GSIP 600x600 IAD 0.855

BG/3 BYPASS NODE 0.852

BG/4 GSIP 600x600 IAD 0.846

BG/5 GSIP 600x600 IAD 0.871

BG/6 GSIP 600x600 IAD 0.853

BG/7 JP 1.927

BG/8 JP 1.546

BH/1 GSIP 600x600 IAD 0.759

BH/2 GSIP 600x600 IAD 1.14

BH/3 GSIP 600x600 IAD 0.844

BH/4 JP 1.538

BJ/3 GSIP 600x600 IAD 0.892

BJ/4 GSIP 600x600 IAD 0.883

BJ/5 GSIP 600x600 IAD 0.861

BJ/6 GSIP 600x600 IAD 0.894

BJ/7 GSIP 600x600 IAD 0.914

BJ/8 GSIP 600x600 IAD 0.897

BJ/9 GSIP 600x600 IAD 0.865

BJ/10 GSIP 600x600 IAD 0.891

BJ/11 GSIP 600x600 IAD 0.866

BJ/12 GSIP 600x600 IAD 0.891

BJ/13 JP 290750.044 6260857.401 3.046

BJ/14 H.W. 290757.381 6260856.339 0.358

DRAINAGE SYSTEM B

HUMEGARD HG27-L-MC

FUTURE

PIT SCHEDULE

PIT PIT PIT PIT PIT COMMENTS

NAME TYPE EASTING NORTHING DEPTH

(-) (-) (m) (m) (m)

A10/3 1.8 m lintel 290498.169 6260844.665 1.661

A10/4 1.8 m lintel 290490.758 6260792.086 1.683

A10/5 1.8 m lintel 290486.93 6260764.926 1.709

A10/6 1.8 m lintel 290483.627 6260741.491 1.549

A10/7 1.8 m lintel 290477.237 6260721.152 1.531

A10/8 1.8 m lintel 290458.836 6260714.867 1.518

A10/9 1.8 m lintel 290430.867 6260718.717 1.441

A10/10

2.4 m lintel sag

290412.427 6260721.256 1.366

A10/11 GPT 290411.736 6260716.96 1.528

A10/12 H.W. 290410.643 6260711.047 0.825

A11/1 1.8 m lintel 290481.276 6260800.043 1.459

A12/1 1.8 m lintel 290473.439 6260744.441 1.454

A13/1 1.8 m lintel 290436.886 6260728.487 1.455

A14/7

2.4 m lintel sag

290414.298 6260731.598 1.212

A8/1 1.8 m lintel 290473.101 6260666.814 1.481

A8/2 1.8 m lintel 290466.142 6260674.759 1.481

A8/3 1.8 m lintel 290468.676 6260704.019 1.468

A9/1 2.4 m lintel 290477.085 6260700.09 1.497

AD/1 GSIP 600x600 IAD 0.776

AD/2 GSIP 600x600 IAD 0.78

AD/3 GSIP 600x600 IAD 0.79

AD/4 GSIP 600x600 IAD 0.847

AD/5 JP 1.537

AE/1 GSIP 600x600 IAD 0.766

AE/2 GSIP 600x600 IAD 0.77

AE/3 GSIP 600x600 IAD 0.84

AE/4 GSIP 600x600 IAD 0.869

AE/5 GSIP 600x600 IAD 0.857

AE/6 JP 1.606

AK/1 GSIP 900x900 IAD 1.61

AL/1 GSIP 900x900 IAD 1.75

DRAINAGE SYSTEM A

HUMEGARD HG30A-XM-L

FUTURE

CADDENS HILL

STAGE 5

PIT DETAILS & PIT SCHEDULE

110358/CC519 A

110358CC519

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 6

:0

0:0

1 P

M F

ile

N

am

e: J:\1

10

35

8 - O

Co

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ad

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4 - S

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\C

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19

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wg


SETOUT DETAIL KERB INLET PIT

(LINTEL)

SCALE 1:20

SETOUT POINT

SETOUT DETAIL KERB INLET PIT (SAG)

(LINTEL CENTERED UNLESS NOTED ON PLAN)

SCALE 1:20

SETOUT POINT

SETOUT DETAIL HEADWALL

SCALE 1:20

SETOUT POINT

NOTES:

ALL GRATED PIT COVERS IN ROADS ARE TO BE

BICYCLE SAFE.

ALL SAG PITS TO HAVE WELDLOCK GGSB 94 5D

GRATES

FOR ALL PITS <2m DEEP REFER TO PENRITH CITY

COUNCIL STANDARD PIT DRAWINGS SD 2002.

ANY INTER-ALLOTMENT PIT GREATER THAN 900mm

DEEP SHALL HAVE A CONCRETE LID REFER PCC

CONSTRUCTION SPEC SECTION 6.7.

ALL JUNCTION PITS SHALL HAVE A CONCRETE LID

FOR PITS >2m SHALL BE STRUCTURALLY CERTIFIED

AND CERTIFIED

GRATED SURFACE INLET PIT (GSIP)

SCALE 1:20

SETOUT POINT

PIT CHAMBER DIMENSION

(TYPICAL)

SCALE 1:20

'L'

'W

'

KERB LINE

PIT CHAMBER

PIT TURRET

IAD - JUNCTION PIT (JP)

SCALE 1:20

SETOUT POINT

MILLIMETRES

1:20 (AT A1)

400 200 0 400 800 1200 1600 2000

55.00

375

1.0

0.79

24

RRJ2

1.10

0.68

64.642

063.12

1.52

63.21

A10/1

1.8 m

lintel

375

1.0

1.10

66

RRJ2

1.20

1.73

64.271

36.598

62.704

62.754

1.571.52

62.96

A10/2

1.8 m

lintel

375

1.0

1.36

90

RRJ2

1.24

0.88

64.172

50.917

62.511

62.561

1.661.61

62.703

62.713

A10/3

1.8 m

lintel

375

1.0

1.65

135

RRJ2

1.25

1.2

63.633

104.016

61.95

61.98

1.681.65

62.238

A10/4

LIN

E A

11

1.8 m

lintel

375

1.4

2.04

138

RRJ2

1.10

1.53

63.354

131.444

61.645

61.675

1.711.68

61.876

61.909

A10/5

1.8 m

lintel

375

4.0

3.09

164

RRJ2

1.10

4.13

62.763

155.111

61.214

61.304

1.551.46

61.406

61.514

A10/6

LIN

E A

12

1.8 m

lintel

61.77

176.43

60.353

1.4260.525

A10/7

LIN

E A

L

1.8 m

lintel

LINE A10

1.54

PIPE CHAINAGE

ROAD CHAINAGE

DESIGN SURFACE LEVEL

INVERT LEVEL

HYDRAULIC GRADE LINE

WAE

PIPE GRADE (%)

PIPE SIZE (mm)

FULL PIPE VELOCITY (m/s)

PEAK FLOW (L/s)

PIPE CLASS

PIPE COVER MINIMUM

HGL GRADE (%)

DATUM (m)

FU

TU

RE

FU

TU

RE

FU

TU

RE

FUTURE

DRAINAGE LINE

PIPE END CAP

77.529

375

4.1

2.86

222

RRJ2

1.10

2.38

61.77

176.43

60.225

60.353

1.551.42

60.468

60.525

A10/7

1.8 m

lintel

375

5.0

3.10

334

RRJ3

0.95

4.07

60.85

195.875

59.331

59.419

1.521.43

60.005

A10/8

LIN

E A

8

1.8 m

lintel

525

1.0

2.07

447

RRJ3

0.73

1.45

59.333

224.108

57.89

57.92

1.441.41

58.857

A10/9

LIN

E A

13

LIN

E A

E

1.8 m

lintel

825

1.0

1.78

953

RRJ2

0.61

2.62

59.019

242.721

57.654

57.704

1.371.32

58.588

A10/10

LIN

E A

14

2.4 m

lintel sag

825

1.0

1.78

953

RRJ2

-0.10

1.73

59.088

247.072

57.56

57.61

1.531.48

58.474

A10/11

GP

T

58.325

253.086

57.5

57.5

0.910.91

58.37

A10/12

H.W

.

57.00

375

1.0

0.86

28

RRJ2

1.10

1.24

63.699

062.24

1.46

62.392

A11/1

1.8 m

lintel

63.633

12.379

61.95

62.116

1.681.52

62.238

A10/4

LIN

E A

10

1.8 m

lintel

LINE A11

56.00

375

1.0

0.65

20

RRJ2

1.10

0.83

62.824

061.37

1.45

61.494

A12/1

1.8 m

lintel

62.763

10.606

61.214

61.264

1.551.50

61.406

A10/6

LIN

E A

10

1.8 m

lintel

LINE A12

52.00

375

1.0

0.42

46

RRJ2

1.06

0.21

59.509

058.055

1.45

58.881

A13/1

1.8 m

lintel

59.333

11.476

57.89

57.94

1.441.39

58.857

A10/9

LIN

E A

10

1.8 m

lintel

LINE A13

DRAINAGE PIPE SYSTEM CATERS FOR 5YR ARI UNLESS OTHERWISE NOTED

MO

DE

L 30A

-X

M-L

PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 6

:0

0:1

6 P

M F

ile

N

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8 - O

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4 - S

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CADDENS HILL

STAGE 5

DRAINAGE LONG SECTIONS

110358/CC520 A

110358CC520

A.H.D

M.G.A


109876

54321012

1:100 (AT A1)

METRES

1:200 (AT A3)

METRES

1:500 (AT A1)

10 0 10 20 30 40 50

1:1000 (AT A3)

57.00

150

5.0

1.66

15

uPVC

0.60

4.66

66.014

065.238

0.78

65.307

AD/1

GS

IP

600x600 IA

D

64.617

0.7364.725

LINE AD

150

4.5

1.75

25

uPVC

0.60

5.5

65.345

12.5

64.565

64.617

0.780.73

64.725

AD/2

GS

IP

600x600 IA

D

150

4.3

2.34

25

uPVC

0.60

4.4

64.946

20.304

64.156

64.213

0.790.73

64.247

64.296

AD/3

GS

IP

600x600 IA

D

225

4.3

2.59

39

uPVC

0.60

4.29

64.431

31.25

63.584

63.681

0.850.75

63.678

63.765

AD/4

GS

IP

600x600 IA

D

375

3.1

1.37

39

RRJ2

1.10

3.98

63.584

50.059

62.048

62.784

1.540.80

62.188

62.872

AD/5

JP

63.175

56.12

61.694

61.861

1.481.31

61.9

61.947

A8/1

LIN

E A

8

1.8 m

lintel

55.00

375

1.6

1.34

65

RRJ2

1.10

2.25

63.175

061.694

1.48

61.9

A8/1

LIN

E A

D

1.8 m

lintel

375

3.4

2.38

75

RRJ2

1.10

3.44

62.959

10.562

61.478

61.528

1.481.43

61.605

61.662

A8/2

1.8 m

lintel

375

5.2

3.18

158

RRJ2

1.11

3.2

61.773

39.931

60.307

60.479

1.471.29

60.473

60.596

A8/3

LIN

E A

9

1.8 m

lintel

60.85

54.578

59.331

59.55

1.521.30

60.005

A10/8

LIN

E A

10

1.8 m

lintel

LINE A8

55.00

375

3.8

1.16

11

RRJ2

1.10

4.06

62.661

061.054

1.61

61.118

AK/1

GS

IP

900x900 IA

D

62.13

6.756

60.631

60.799

1.501.33

60.816

60.844

A9/1

LIN

E A

9

2.4 m

lintel

LINE AK

55.00

375

7.6

1.34

9

RRJ2

1.10

5.95

62.754

061.014

1.74

61.048

AL/1

GS

IP

900x900 IA

D

61.77

9.748

60.225

60.275

1.551.50

60.468

A10/7

LIN

E A

10

1.8 m

lintel

LINE AL

PIPE CHAINAGE

ROAD CHAINAGE


INVERT LEVEL


WAE

PIPE GRADE (%)

PIPE SIZE (mm)


PEAK FLOW (L/s)

PIPE CLASS

PIPE COVER MINIMUM

HGL GRADE (%)

DATUM (m)


55.00

375

2.7

1.24

47

RRJ2

1.10

3.49

62.102

060.605

1.50

60.795

A9/1

LIN

E A

K

2.4 m

lintel

61.773

9.281

60.305

60.355

1.471.42

60.471

A8/3

LIN

E A

8

1.8 m

lintel

LINE A9

54.00

150

2.7

1.10

14

uPVC

0.60

2.07

63.069

062.303

0.77

62.423

AE/1

GS

IP

600x600 IA

D

150

2.7

1.60

25

uPVC

0.60

3.61

62.774

10

62.005

62.035

0.770.74

62.216

AE/2

GS

IP

600x600 IA

D

225

3.3

2.24

39

uPVC

0.60

3.44

62.405

22.5

61.565

61.667

0.840.74

61.678

61.765

AE/3

GS

IP

600x600 IA

D

225

6.4

2.60

54

uPVC

0.60

6.83

61.95

35.001

61.081

61.153

0.870.80

61.22

61.248

AE/4

GS

IP

600x600 IA

D

225

9.6

3.67

65

uPVC

0.60

9.74

61.252

45

60.395

60.443

0.860.81

60.507

60.537

AE/5

GS

IP

600x600 IA

D

375

2.8

0.58

64

RRJ2

1.10

0.52

59.788

58.681

58.181

59.081

1.610.71

58.89

59.174

AE/6

JP

59.331

64.681

57.89

58.01

1.441.32

58.859

A10/9

LIN

E A

10

1.8 m

lintel

LINE AE

55.00

1200x450

1.0

0.83

447

Box Culvert

0.89

1.09

59.414

159.298

58.019

58.069

1.391.34

58.828

A14/6

LIN

E A

16

2.4 m

lintel

1200x450

1.0

0.92

499

Box Culvert

0.83

0.63

59.02

175.33

57.809

57.859

1.211.16

58.654

A14/7

2.4 m

lintel sag

59.019

185.839

57.654

57.704

1.371.32

58.588

A10/10

LIN

E A

10

2.4 m

lintel sag

LINE A14

167.0

FUTURE

DRAINAGE LINE

TEMPORARILY BLOCK

OFF BOX CULVERT FOR

FUTURE CONNECTION

FU

TU

RE

PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 6

:0

0:3

0 P

M F

ile

N

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4 - S

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.d

wg


CADDENS HILL

STAGE 5


110358/CC521 A

110358CC521

A.H.D

M.G.A


109876

54321012

1:100 (AT A1)

METRES

1:200 (AT A3)

METRES

1:500 (AT A1)

10 0 10 20 30 40 50

1:1000 (AT A3)


47.00

375

2.5

0.96

10

RRJ2

1.10

2.06

64

.1

26

06

2.5

82

1.54

62

.6

29

B1/1

1.8

m

lin

te

l

375

2.5

2.16

111

RRJ2

1.10

2.69

63

.5

63

19

.9

99

62

.0

19

62

.0

87

1.541.48

62

.2

17

B1/2

LIN

E B

A

1.8

m

lin

te

l

375

2.5

2.51

131

RRJ2

1.10

2.57

62

.9

37

42

.2

65

61

.3

81

61

.4

61

1.561.48

61

.5

66

61

.6

19

B1/3

LIN

E B

3

1.8

m

lin

te

l

375

2.3

2.41

248

RRJ2

1.11

1.64

62

.1

65

69

.6

98

60

.4

74

60

.6

89

1.691.48

60

.7

59

60

.8

61

B1/4

LIN

E B

7

1.8

m

lin

te

l

450

1.0

1.91

282

RRJ2

1.12

4.97

60

.8

87

11

6.2

02

59

.3

34

59

.3

84

1.551.50

59

.9

97

B1/5

1.8

m

lin

te

l

450

2.9

3.02

346

RRJ2

1.10

2.41

60

.8

51

12

4.3

75

9.2

03

59

.2

53

1.651.60

59

.5

48

59

.5

91

B1/6

1.8

m

lin

te

l

450

4.6

3.45

479

RRJ2

1.10

6.41

60

.1

44

13

9.4

61

58

.4

78

58

.7

63

1.671.38

59

.1

85

B1/7

LIN

E B

2

1.8

m

lin

te

l

450

5.1

4.56

529

RRJ2

1.10

4.54

58

.9

58

16

2.3

94

57

.3

02

57

.4

31

1.661.53

57

.5

97

57

.7

15

B1/8

LIN

E B

H

1.8

m

lin

te

l

450

4.9

4.25

590

RRJ2

1.10

6.11

56

.0

55

21

6.9

08

54

.3

99

54

.5

28

1.661.53

55

.1

21

B1/9

LIN

E B

5

1.8

m

lin

te

l

525

4.8

4.28

694

RRJ2

1.10

5.36

54

.2

19

25

1.3

91

52

.4

88

52

.6

92

1.731.53

52

.9

43

53

.0

13

B1/10

LIN

E B

E

1.8

m

lin

te

l

525

4.8

3.90

738

RRJ2

1.10

3.39

52

.7

85

27

8.3

28

50

.9

68

51

.1

83

1.821.60

51

.3

51

.5

B1/11

LIN

E B

6

1.8

m

lin

te

l

600

1.3

3.07

867

RRJ2

1.10

2.52

50

.4

42

32

5.0

92

48

.6

92

48

.7

42

1.751.70

49

.7

17

B1/12

LIN

E B

G

2.4

m

lin

te

l

50

.1

04

34

6.4

77

48

.4

12

1.694

9.1

78

B1/13

LIN

E B

9

3.0

m

lin

te

l sa

g

PIPE CHAINAGE

ROAD CHAINAGE


INVERT LEVEL


WAE

PIPE GRADE (%)

PIPE SIZE (mm)


PEAK FLOW (L/s)

PIPE CLASS

PIPE COVER MINIMUM

HGL GRADE (%)

DATUM (m)

LINE B1

PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 6

:0

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4 P

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wg


CADDENS HILL

STAGE 5


110358/CC522 A

110358CC522

A.H.D

M.G.A


109876

54321012

1:100 (AT A1)

METRES

1:200 (AT A3)

METRES

1:500 (AT A1)

10 0 10 20 30 40 50

1:1000 (AT A3)


41.00

750

1.0

3.25

1435

RRJ2

1.90

19.3

50.104

346.477

47.534

48.412

2.571.69

49.178

B1/13

LIN

E B

9

3.0 m

lintel sag

750

5.0

4.15

1817

RRJ2

0.94

3.52

50.223

349.725

47.472

47.502

2.752.72

48.551

B1/14

GP

T

750

5.0

4.75

2087

RRJ2

1.10

19.34

48.82

355.258

46.195

47.195

2.621.62

48.356

B1/15

JP

750

1.0

4.12

1822

RRJ2

0.47

45.67

47.681

361.265

45.032

45.895

2.651.79

47.194

B1/16

JP

45.827

364.427

45

45

0.830.83

45.75

B1/17

H.W

.

PIPE CHAINAGE

ROAD CHAINAGE


INVERT LEVEL


WAE

PIPE GRADE (%)

PIPE SIZE (mm)


PEAK FLOW (L/s)

PIPE CLASS

PIPE COVER MINIMUM

HGL GRADE (%)

DATUM (m)

LINE B1

51.00

375

1.1

0.70

23

RRJ2

1.10

2.05

58.334

056.864

1.47

57.035

B10/1

1.8 m

lintel

58.187

8.577

56.573

56.772

1.611.41

56.744

56.859

B9/2

LIN

E B

9

2.4 m

lintel

LINE B10

49.00

375

1.0

0.63

15

RRJ2

1.10

0.6

56.097

054.632

1.46

54.763

B11/1

1.8 m

lintel

55.995

8.38

54.402

54.549

1.591.45

54.713

B9/3

LIN

E B

9

2.4 m

lintel

LINE B11

46.00

375

2.3

0.98

11

RRJ2

1.10

2.51

53.562

052.072

1.49

52.141

B13/1

1.8 m

lintel

53.26

9.714

51.356

51.848

1.901.41

51.572

51.897

B9/8

LIN

E B

9

1.8 m

lintel

LINE B13

43.00

375

1.5

0.85

32

RRJ2

1.10

0.02

50.572

049.094

1.48

49.585

B14/1

1.8 m

lintel

50.384

9.714

48.539

48.951

1.841.43

49.583

B9/9

LIN

E B

9

1.8 m

lintel

LINE B14

54.00

375

9.3

2.16

21

RRJ2

1.10

5.82

62.389

060.842

1.55

60.893

B2/1

1.8 m

lintel

375

1.0

0.65

51

RRJ2

1.10

0.02

61.048

13.683

59.501

59.575

1.551.47

60.096

B2/2

1.8 m

lintel

375

1.0

1.20

122

RRJ2

1.13

0.8

60.773

38.274

59.225

59.255

1.551.52

60.091

B2/3

LIN

E B

B

1.8 m

lintel

375

1.0

1.61

178

RRJ2

1.31

3.41

60.586

62.379

58.934

58.984

1.651.60

59.898

B2/4

2.4 m

lintel sag

375

1.0

1.83

203

RRJ2

1.34

1.97

60.586

70.379

58.804

58.854

1.781.73

59.625

B2/5

2.4 m

lintel sag

375

1.0

1.96

217

RRJ2

1.23

1.93

60.195

84.823

58.609

58.659

1.591.54

59.341

B2/6

1.8 m

lintel

60.144

92.92

58.478

58.528

1.671.62

59.185

B1/7

LIN

E B

1

1.8 m

lintel

LINE B2

56.00

375

1.0

0.64

15

RRJ2

1.10

0.72

62.962

061.511

1.45

61.624

B3/1

1.8 m

lintel

62.937

8.052

61.381

61.431

1.561.51

61.566

B1/3

LIN

E B

1

1.8 m

lintel

LINE B3

49.00

375

2.0

0.95

25

RRJ2

1.10

0.08

56.309

054.823

1.49

55.128

B5/1

1.8 m

lintel

56.055

9.307

54.399

54.636

1.661.42

55.121

B1/9

LIN

E B

1

1.8 m

lintel

LINE B5

46.00

375

2.8

1.16

14

RRJ2

1.10

2.99

53.178

051.677

1.50

51.751

B6/1

1.8 m

lintel

52.785

10.887

50.968

51.372

1.821.41

51.3

51.426

B1/11

LIN

E B

1

1.8 m

lintel

LINE B6

55.00

375

1.0

0.83

29

RRJ2

1.10

1.85

62.686

061.235

1.45

61.403

B7/1

1.8 m

lintel

375

1.5

1.26

62

RRJ2

1.10

0.97

62.659

8.127

61.094

61.153

1.571.51

61.234

61.253

B7/2

1.8 m

lintel

375

1.0

1.40

120

RRJ2

1.34

1.63

62.246

32.968

60.669

60.719

1.581.53

60.994

B7/3

LIN

E B

8

2.4 m

lintel sag

62.165

47.385

60.474

60.524

1.691.64

60.759

B1/4

LIN

E B

1

1.8 m

lintel

LINE B7

55.00

375

1.0

0.67

34

RRJ2

1.10

0.69

62.261

060.823

1.44

61.049

B8/1

2.4 m

lintel sag

62.246

860.669

60.743

1.581.50

60.994

B7/3

LIN

E B

7

2.4 m

lintel sag

LINE B8

MO

DE

L H

G27-L-M

V

FUTURE

DRAINAGE LINE

PIPE END CAP

FU

TU

RE

FU

TU

RE

FU

TU

RE

FU

TU

RE

FU

TU

RE

PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 6

:0

0:5

8 P

M F

ile

N

am

e: J:\1

10

35

8 - O

Co

nn

ell L

an

e, C

ad

de

ns\0

4 - S

ta

ge

5

\C

D\C

C\S

TA

GE

5

\1

10

35

8C

C5

23

.d

wg


CADDENS HILL

STAGE 5


110358/CC523 A

110358CC523

A.H.D

M.G.A


109876

54321012

1:100 (AT A1)

METRES

1:200 (AT A3)

METRES

1:500 (AT A1)

10 0 10 20 30 40 50

1:1000 (AT A3)


43.00

375

4.5

2.62

68

RRJ2

1.10

4.55

60

.8

89

05

9.3

2

1.57

59

.4

29

B9/1L

IN

E B

D

1.8

m

lin

te

l

375

4.4

3.07

144

RRJ2

1.10

4.32

58

.1

87

56

.5

87

56

.5

73

56

.7

5

1.611.44

56

.7

44

56

.8

53

B9/2

LIN

E B

10

2.4

m

lin

te

l

375

3.0

2.49

249

RRJ2

1.10

2.29

55

.9

95

10

3.6

02

54

.4

02

54

.5

16

1.591.48

54

.7

13

B9/3

LIN

E B

11

2.4

m

lin

te

l

375

2.9

2.81

240

RRJ2

1.10

2

55

.2

15

12

6.0

73

53

.6

66

53

.7

21

1.551.49

54

.1

98

B9/4

1.8

m

lin

te

l

375

2.5

2.45

270

RRJ2

1.10

2.97

54

.1

06

16

1.2

57

52

.5

32

52

.6

34

1.571.47

53

.4

93

B9/5

1.8

m

lin

te

l

450

1.0

1.89

301

RRJ2

1.15

4.94

53

.6

13

17

8.9

22

52

.0

44

52

.0

94

1.571.52

52

.9

69

B9/6

2.4

m

lin

te

l sa

g

450

1.0

2.13

331

RRJ2

1.23

2.74

53

.6

12

18

6.9

22

51

.9

14

51

.9

64

1.701.65

52

.5

74

B9/7

2.4

m

lin

te

l sa

g

450

5.6

2.69

340

RRJ2

1.10

4.01

53

.2

62

02

.1

31

51

.3

56

51

.7

62

1.901.50

51

.5

72

52

.1

58

B9/8

LIN

E B

13

1.8

m

lin

te

l

525

1.0

1.76

380

RRJ2

1.30

1.64

50

.3

84

25

1.7

12

48

.5

39

48

.5

89

1.841.79

49

.5

83

B9/9

LIN

E B

14

1.8

m

lin

te

l

525

1.0

2.02

437

RRJ2

1.24

2.56

50

.1

04

26

3.9

29

48

.3

67

48

.4

17

1.741.69

49

.3

83

B9/10

2.4

m

lin

te

l sa

g

50

.1

04

27

1.9

29

47

.5

34

48

.2

87

2.571.82

49

.1

78

B1/13

LIN

E B

1

3.0

m

lin

te

l sa

g

PIPE CHAINAGE

ROAD CHAINAGE


INVERT LEVEL


WAE

PIPE GRADE (%)

PIPE SIZE (mm)


PEAK FLOW (L/s)

PIPE CLASS

PIPE COVER MINIMUM

HGL GRADE (%)

DATUM (m)

LINE B9

58.00

225

1.0

0.73

16

uPVC

0.60

1.05

64

.8

25

06

3.9

94

0.83

64

.1

26

BA/1

GS

IP

6

00

x6

00

IA

D

225

1.0

0.92

28

uPVC

0.63

0.87

64

.6

96

12

.5

63

.8

39

63

.8

69

0.860.83

63

.9

95

BA/2

GS

IP

6

00

x6

00

IA

D

225

1.0

1.24

39

uPVC

0.65

1.54

64

.5

66

25

63

.6

84

63

.7

14

0.880.85

63

.8

86

BA/3

GS

IP

6

00

x6

00

IA

D

300

1.0

1.53

51

uPVC

0.60

0.65

64

.4

36

37

.5

63

.5

26

63

.5

59

0.910.88

63

.6

6

63

.6

94

BA/4

GS

IP

6

00

x6

00

IA

D

300

1.0

1.27

60

uPVC

0.62

0.5

64

.3

32

47

.5

63

.3

96

63

.4

26

0.940.91

63

.5

95

BA/5

GS

IP

6

00

x6

00

IA

D

300

1.0

1.15

71

uPVC

0.65

0.77

64

.2

02

60

63

.2

41

63

.2

71

0.960.93

63

.5

33

BA/6

GS

IP

6

00

x6

00

IA

D

63

.1

41

0.966

3.4

56

BA/7

GS

IP

6

00

x6

00

IA

D

LINE BA

PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 6

:0

1:1

3 P

M F

ile

N

am

e: J:\1

10

35

8 - O

Co

nn

ell L

an

e, C

ad

de

ns\0

4 - S

ta

ge

5

\C

D\C

C\S

TA

GE

5

\1

10

35

8C

C5

24

.d

wg


CADDENS HILL

STAGE 5


110358/CC524 A

110358CC524

A.H.D

M.G.A


109876

54321012

1:100 (AT A1)

METRES

1:200 (AT A3)

METRES

1:500 (AT A1)

10 0 10 20 30 40 50

1:1000 (AT A3)


57.00

300

1.0

1.12

80

uPVC

0.67

3.47

64.102

70

63.111

63.141

0.990.96

63.456

BA/7

GS

IP

600x600 IA

D

300

1.0

1.31

88

uPVC

0.70

1.84

64.051

71.5

63.046

63.096

1.000.95

63.404

BA/8

GS

IP

600x600 IA

D

300

1.0

1.63

97

uPVC

0.81

1.51

63.993

84.997

62.881

62.911

1.111.08

63.156

BA/9

GS

IP

600x600 IA

D

375

3.1

2.11

97

RRJ2

1.10

4.15

63.945

100

62.413

62.731

1.531.21

62.604

62.929

BA/10

JP

63.563

105.185

62.019

62.251

1.541.31

62.217

62.389

B1/2

LIN

E B

1

1.8 m

lintel

PIPE CHAINAGE

ROAD CHAINAGE


INVERT LEVEL


WAE

PIPE GRADE (%)

PIPE SIZE (mm)


PEAK FLOW (L/s)

PIPE CLASS

PIPE COVER MINIMUM

HGL GRADE (%)

DATUM (m)

LINE BA

55.00

150

5.1

1.61

15

uPVC

0.60

5.46

63.702

062.925

0.78

63.02

BD/1

GS

IP

600x600 IA

D

150

4.9

2.08

30

uPVC

0.60

3.28

63.141

10

62.356

62.415

0.790.73

62.464

62.474

BD/2

GS

IP

600x600 IA

D

150

4.9

2.16

35

uPVC

0.60

4.4

62.602

20

61.825

61.866

0.780.74

62.136

BD/3

GS

IP

600x600 IA

D

150

5.0

2.54

42

uPVC

0.60

6.98

62.062

30

61.285

61.334

0.780.73

61.696

BD/4

GS

IP

600x600 IA

D

375

2.8

1.28

42

RRJ2

1.10

4.27

61.252

45

59.711

60.532

1.540.72

59.872

60.649

BD/5

JP

60.889

49.777

59.32

59.576

1.571.31

59.429

59.668

B9/1

LIN

E B

9

1.8 m

lintel

LINE BD

50.00

150

4.7

1.65

14

uPVC

0.60

4.89

60.259

059.484

0.77

59.571

BE/1

GS

IP

600x600 IA

D

150

4.6

1.99

26

uPVC

0.60

3.31

59.63

12.5

58.856

58.901

0.770.73

58.952

58.96

BE/2

GS

IP

600x600 IA

D

150

4.7

2.23

36

uPVC

0.60

6.18

59.052

24.002

58.277

58.323

0.770.73

58.571

BE/3

GS

IP

600x600 IA

D

225

4.6

2.92

47

uPVC

0.60

4.56

58.424

36.502

57.574

57.694

0.850.73

57.669

57.799

BE/4

GS

IP

600x600 IA

D

225

4.7

2.54

56

uPVC

0.60

4.96

57.921

46.502

57.071

57.116

0.850.80

57.213

BE/5

GS

IP

600x600 IA

D

225

4.6

2.08

68

uPVC

0.60

2.68

57.292

59.002

56.443

56.488

0.850.80

56.561

56.593

BE/6

GS

IP

600x600 IA

D

225

1.5

1.97

78

uPVC

0.60

10.8

56.79

69.002

55.94

55.985

0.850.80

56.293

BE/7

GS

IP

600x600 IA

D

225

4.0

2.64

77

uPVC

0.60

4.15

56.714

70.502

55.12

55.917

1.590.80

55.297

56.131

BE/8

JP

54.768

100.752

53.91

0.8654.043

BE/9

JP

LINE BE

375

4.6

1.75

77

RRJ2

1.10

6.14

54.768

100.752

53.207

53.91

1.560.86

53.412

54.043

JP

54.219

107.01

52.488

52.918

1.731.30

52.943

53.028

B1/10

LIN

E B

1

1.8 m

lintel

46.00

150

1.0

0.79

12

uPVC

0.60

1.65

52.737

051.998

0.74

52.152

BF/1

GS

IP

600x600 IA

D

53.162

11

51.235

51.888

1.931.27

51.426

51.971

BG/7

LIN

E B

G

JP

LINE BF

DR

OP

U

ND

ER

P

IT

ALTERNATIVE DETAIL TO DEEP PITS OVER 2m

TYPICAL DROP UNDER RETAINING

WALL DETAIL

INSPECTION

OPENING (IO)

STORMWATER

INLET PIT

600x600

PIPE CROSSING UNDER

RETAINING WALL

FOUNDATION ARE TO BE

CONFIRMED BY THE

STRUCTURAL ENGINEER

PRIOR TO CONSTRUCTION

NTS

SUBJECT TO COUNCIL APPROVAL

INVERT 'A'

PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 6

:0

1:2

8 P

M F

ile

N

am

e: J:\1

10

35

8 - O

Co

nn

ell L

an

e, C

ad

de

ns\0

4 - S

ta

ge

5

\C

D\C

C\S

TA

GE

5

\1

10

35

8C

C5

25

.d

wg


CADDENS HILL

STAGE 5


110358/CC525 A

110358CC525

A.H.D

M.G.A


109876

54321012

1:100 (AT A1)

METRES

1:200 (AT A3)

METRES

1:500 (AT A1)

10 0 10 20 30 40 50

1:1000 (AT A3)


46.00

150

4.4

1.60

14

uPVC

0.60

4.66

56.038

055.259

0.78

55.348

BG/1

GS

IP

600x600 IA

D

225

4.2

2.23

26

uPVC

0.60

4.3

55.441

12.5

54.586

54.705

0.860.74

54.665

54.765

BG/2

GS

IP

600x600 IA

D

225

3.9

2.14

40

uPVC

0.60

3.65

54.771

27.5

53.919

53.949

0.850.82

54.014

54.02

BG/3

BY

PA

SS

N

OD

E

225

4.3

2.17

52

uPVC

0.60

4.82

54.246

40

53.4

53.434

0.850.81

53.558

BG/4

GS

IP

600x600 IA

D

225

4.9

1.93

61

uPVC

0.60

2.99

53.774

50

52.903

52.973

0.870.80

53.012

53.076

BG/5

GS

IP

600x600 IA

D

225

1.3

1.79

71

uPVC

0.60

9.6

53.232

60

52.378

52.408

0.850.82

52.713

BG/6

GS

IP

600x600 IA

D

225

4.0

2.64

82

uPVC

0.60

4.17

53.162

61.5

51.235

52.359

1.930.80

51.426

52.569

BG/7

LIN

E B

F

JP

375

3.2

1.46

82

RRJ2

1.10

0.89

50.869

91.75

49.323

50.025

1.550.84

49.766

50.164

BG/8

JP

50.442

97.251

48.692

49.149

1.751.29

49.717

B1/12

LIN

E B

1

2.4 m

lintel

LINE BG

53.00

150

1.4

0.98

14

uPVC

0.60

1.86

61.085

060.326

0.76

60.481

BH/1

GS

IP

600x600 IA

D

150

4.0

1.95

28

uPVC

0.60

4.33

60.868

14.77

59.728

60.123

1.140.75

59.871

60.207

BH/2

GS

IP

600x600 IA

D

225

3.6

2.49

43

uPVC

0.60

3.69

59.922

29.598

59.077

59.135

0.840.79

59.183

59.229

BH/3

GS

IP

600x600 IA

D

375

2.9

1.29

43

RRJ2

1.10

4.3

59.321

45.03

57.784

58.518

1.540.80

57.945

58.614

BH/4

JP

58.958

49.815

57.302

57.647

1.661.31

57.597

57.739

B1/8

LIN

E B

1

1.8 m

lintel

LINE BH

41.00

150

1.0

0.92

14

uPVC

0.60

1.81

59.222

058.469

0.75

58.685

BJ/1

GS

IP

600x600 IA

D

225

4.0

2.08

58

uPVC

0.62

4.57

59.175

14.939

58.056

58.319

1.120.86

58.243

58.414

BJ/2

LIN

E B

K

GS

IP

600x600 IA

D

225

5.9

2.64

70

uPVC

0.60

6.61

58.331

28.325

57.439

57.518

0.890.81

57.617

57.631

BJ/3

GS

IP

600x600 IA

D

225

6.6

3.27

79

uPVC

0.60

6.08

57.663

38.325

56.78

56.845

0.880.82

56.897

56.956

BJ/4

GS

IP

600x600 IA

D

225

6.7

2.90

92

uPVC

0.60

7.58

56.776

50.825

55.915

55.955

0.860.82

56.137

BJ/5

GS

IP

600x600 IA

D

225

6.6

3.55

112

uPVC

0.60

6.48

56.059

60.825

55.166

55.246

0.890.81

55.379

BJ/6

GS

IP

600x600 IA

D

225

6.5

3.65

122

uPVC

0.60

6.34

55.169

73.325

54.255

54.342

0.910.83

54.569

BJ/7

GS

IP

600x600 IA

D

225

7.0

3.81

142

uPVC

0.60

6.85

54.433

83.325

53.536

53.605

0.900.83

53.935

BJ/8

GS

IP

600x600 IA

D

225

6.9

3.83

136

uPVC

0.60

7.1

53.486

95.825

52.621

52.656

0.870.83

53.079

BJ/9

GS

IP

600x600 IA

D

225

6.5

3.78

148

uPVC

0.60

7.22

52.751

105.825

51.86

51.934

0.890.82

52.369

BJ/10

GS

IP

600x600 IA

D

225

10.3

4.28

146

uPVC

0.60

12.32

51.881

118.325

51.015

51.052

0.870.83

51.467

BJ/11

GS

IP

600x600 IA

D

50.232

133.325

49.47

0.7649.619

BJ/12

GS

IP

600x600 IA

D

LINE BJ

225

13.3

5.03

158

uPVC

0.60

13.66

50.232

133.325

49.342

49.47

0.890.76

49.541

49.619

BJ/12

GS

IP

600x600 IA

D

375

3.0

1.80

158

RRJ2

0.59

5.67

47.768

150.672

44.722

47.027

3.050.74

45.103

47.171

BJ/13

JP

44.858

158.085

44.5

44.5

0.360.36

44.683

BJ/14

H.W

.

PIPE CHAINAGE

ROAD CHAINAGE


INVERT LEVEL


WAE

PIPE GRADE (%)

PIPE SIZE (mm)


PEAK FLOW (L/s)

PIPE CLASS

PIPE COVER MINIMUM

HGL GRADE (%)

DATUM (m)

DR

OP

U

ND

ER

P

IT

DR

OP

U

ND

ER

P

IT

FUTURE

DRAINAGE LINE

PIPE END CAP

FU

TU

RE

FU

TU

RE

PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





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CADDENS HILL

STAGE 5


110358/CC526 A

110358CC526

A.H.D

M.G.A


109876

54321012

1:100 (AT A1)

METRES

1:200 (AT A3)

METRES

1:500 (AT A1)

10 0 10 20 30 40 50

1:1000 (AT A3)

DESIGN STORM 1:5yr ARI HYDROLOGIC RESULTS

PIT PIT CATCHMENT PERCENT Tc Tc CRITICAL APPROACH CAPTURED UNCAPTURED GRATE ROAD ROAD BYPASS BYPASS CHANNEL COMMENTS

NAME TYPE AREA IMPERVIOUS IMP PERV STORM FLOW FLOW FLOW DEPTH GRADE CROSSFALL PIT FLOW U/S FLOW WIDTH U/S VxD

D/S FLOW

WIDTH

D/S VxD

(-) (-) (Ha) (%) (min) (min) (min) (L/s) (L/s) (L/s) (mm) (%) (%) (-) (L/s) (m) (m/s^2) (m) (m/s^2) (-)

A10/3 1.8 m lintel 0 6 6 25 26 25 1 66 1 3 A10/4 18 1.35 0.04 1.35 0.04

A10/4 1.8 m lintel 0.056 95 6 6 18 18 0 0 1 3 LOST 0

A10/5 1.8 m lintel 0 6 6 15 3 3 0 43 1 3 A10/6 8 0.59 0.03 1.15 0.02

A10/6 1.8 m lintel 0.025 95 6 6 25 8 8 0 60 3.7 3 A10/7 28 1.17 0.06 1.17 0.06

A10/7 1.8 m lintel 0.092 85 6 6 15 28 27 1 33 4.9 3.2 A10/8 6 0.38 0.03 1 0.02

A10/8 1.8 m lintel 0.053 95 6 6 25 21 21 0 56 4.6 3.4 A10/9 24 1 0.06 1 0.06

A10/9 1.8 m lintel 0.079 85 6 6 15 24 23 0 50 3.9 3 A10/10 9 0.79 0.03 0.79 0.03

A10/10

2.4 m lintel sag

0.044 95 6 6 9 9 0 18 0.4 3 A10/11 0

A10/11 GPT 0 6 6 0 0 0 0 0.4 1.8 LOST 0

A10/12 H.W. 0 0 0 0

A11/1 1.8 m lintel 0.088 85 6 6 25 30 28 2 64 1 3 A12/1 20 1.32 0.04 1.32 0.04

A12/1 1.8 m lintel 0.058 95 6 6 25 20 20 0 62 3.7 3 A13/1 38 1.24 0.08 1.24 0.08

A13/1 1.8 m lintel 0.123 85 6 6 25 38 36 2 57 4.6 3 A14/7 17 1.06 0.04 1.06 0.04

A14/7

2.4 m lintel sag

0.162 85 6 6 15 50 55 0 57 0.4 3 A10/10 0

A8/1 1.8 m lintel 0.09 85 6 6 25 27 27 1 71 3.1 3 A9/1 40 1.53 0.07 1.53 0.07

A8/2 1.8 m lintel 0 6 6 25 10 10 0 38 3.1 3 A8/3 7 0.46 0.03 0.46 0.03

A8/3 1.8 m lintel 0.024 95 6 6 15 7 7 0 27 5.3 2.9 A10/8 4 0.31 0.02 1.01 0.01

A9/1 2.4 m lintel 0.129 85 6 6 15 40 36 4 46 3.2 0.1 A10/8 11 0.67 0.04 1.01 0.03

AD/1 GSIP 600x600 IAD 0.047 75 6 6 25 14 14 0 0

AD/2 GSIP 600x600 IAD 0.036 75 6 6 25 11 11 0 0

AD/3 GSIP 600x600 IAD 0 6 6 0 0 0 0

AD/4 GSIP 600x600 IAD 0.046 75 6 6 25 14 14 0 0

AD/5 JP 0 6 6 0 0 0 0

AE/1 GSIP 600x600 IAD 0.046 75 6 6 25 14 14 0 0

AE/2 GSIP 600x600 IAD 0.038 75 6 6 25 12 12 0 0

AE/3 GSIP 600x600 IAD 0.047 75 6 6 25 14 14 0 0

AE/4 GSIP 600x600 IAD 0.047 75 6 6 25 14 14 0 0

AE/5 GSIP 600x600 IAD 0.038 75 6 6 25 12 12 0 0

AE/6 JP 0 6 6 0 0 0 0

AK/1 GSIP 900x900 IAD 0.037 75 6 6 15 11 11 0 0

AL/1 GSIP 900x900 IAD 0.03 75 6 6 25 9 9 0 0

BPA8/1 BYPASS NODE 0.032 85 6 6 15 10 0 0 46 3.1 3 A8/2 10 0.65 0.04 0.65 0.04

BPA8/2 BYPASS NODE 0 0 0 0

BPA9/1 BYPASS NODE 0.01 85 6 6 10 3 0 0 75 1.8 1 A10/5 3 1.66 0.02 0.56


HYDROLOGY NOTES:

1. STORMWATER SYSTEM DESIGNED USING 12D

DYNAMIC (ILSAX) SYSTEM.

2. BP LINES ARE DUMMY PITS AND ARE USED

TO MORE ACCURATELY DETERMINE

APPROACH FLOWS AT UPSTREAM PITS AND

SAG LOCATIONS. RESULTS ON THESE

DUMMY LINES MAY NOT BE VALID/RELEVANT.

3. MAXIMUM FLOW WIDTHS OF 2.5m IN

GUTTERS HAVE GENERALLY BEEN ADOPTED.

4. SYSTEM A HYDROLOGIC TABLE REFER TO

CC531

DRAINAGE SYSTEM A

BJ/11 GSIP 600x600 IAD 0.038 75 5 6 25 12 12 0 0

BJ/12 GSIP 600x600 IAD 0.045 75 5 6 25 14 14 0 0

BJ/13 JP 0 5 6 0 0 0 0

BJ/14 H.W. 0 0 0 0

BPB1/1 BYPASS NODE 0.03 95 5 6 15 10 0 0 46 2.8 3 B1/1 10 0.67 0.04 0.67 0.04

BPB1/2 BYPASS NODE 0 0 0 0

BPB10/1 BYPASS NODE 0.034 95 5 6 15 11 0 0 43 4.6 3 B13/1 11 0.57 0.04 0.71 0.04


BPB2/1 BYPASS NODE 0.046 95 5 6 15 15 0 0 54 2.8 3 B3/1 15 0.97 0.04 1.1 0.04


BPB3/1 BYPASS NODE 0.1 85 5 6 25 32 0 0 72 1.9 3 B7/1 32 1.54 0.06 1.54 0.06


BPB4/1 BYPASS NODE 0.113 85 5 6 25 37 0 0 74 1.9 3 B7/2 36 1.61 0.06 1.61 0.06


BPB8/1 BYPASS NODE 0.07 95 5 6 15 23 0 0 57 4.8 3 B10/1 23 1.02 0.06 1.02 0.06


BPB9/1 BYPASS NODE 0.035 85 5 6 25 11 0 0 62 1.3 3 B9/6 28 1.2 0.06 1.2 0.06





D/S FLOW

WIDTH

D/S VxD


1.8 m lintel 0 5 6 15 10 10 0 35 2.8 3 5 0.42 0.03 0.43 0.02

DRAINAGE SYSTEM B

CADDENS HILL

STAGE 5

DRAINAGE CALCULATIONS

110358/CC527 A

110358CC527

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





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FOR CONTINUATION REFER CC528




D/S FLOW

WIDTH

D/S VxD


B1/1 1.8 m lintel 0 5 6 15 10 10 0 35 2.8 3 B1/2 5 0.42 0.03 0.43 0.02

B1/2 1.8 m lintel 0.016 95 5 6 15 5 5 0 37 2.8 3 B1/3 6 0.44 0.03 0.54 0.02

B1/3 1.8 m lintel 0.018 95 5 6 15 6 6 0 42 2.8 3 B8/1 10 0.54 0.04 0.65 0.04

B1/4 1.8 m lintel 0.008 95 5 6 25 0 0 0 75 2.8 3 B1/5 46 1.64 0.07 1.97 0.06

B1/5 1.8 m lintel 0.14 95 5 6 25 46 39 7 85 2.2 3 B2/4 43 1.97 0.06 1.97 0.06

B1/6 1.8 m lintel 0.047 95 5 6 25 16 16 0 35 2.2 3 B1/7 6 0.41 0.03 0.93 0.02

B1/7 1.8 m lintel 0.018 95 5 6 25 6 6 0 54 4 3 B1/8 21 0.97 0.06 1.63 0.03

B1/8 1.8 m lintel 0.065 85 5 6 25 21 21 0 75 5.3 3 B1/9 63 1.63 0.1 1.63 0.1

B1/9 1.8 m lintel 0.197 85 5 6 25 63 55 8 69 5.3 3 B1/10 47 1.44 0.09 1.44 0.09

B1/10 1.8 m lintel 0.125 85 5 6 25 47 42 5 65 5.3 3 B1/11 38 1.29 0.08 1.6 0.06

B1/11 1.8 m lintel 0.104 85 5 6 25 38 37 2 74 5.3 3 B1/12 59 1.6 0.1 1.6 0.1

B1/12 2.4 m lintel 0.18 85 5 6 25 59 54 5 67 3.4 3 B9/10 25 1.39 0.05 1.39 0.05

B1/13

3.0 m lintel sag

0.093 95 5 6 27 26 0 33 0.4 3 B1/14 0

B1/14 GPT 0 5 6 0 0 0 0 0.4 -1 B1/15 0

B1/15 JP 0 5 6 0 0 0 0 0.4 B1/16 0

B1/16 JP 0 5 6 0 0 0 0 LOST 0

B1/17 H.W. 0 0 0 0

B10/1 1.8 m lintel 0 5 6 15 23 23 0 46 4.8 3 B11/1 12 0.65 0.05 1.1 0.03

B11/1 1.8 m lintel 0.037 95 5 6 25 12 12 0 59 4.3 3 B9/7 22 1.1 0.05 1.1 0.05

B13/1 1.8 m lintel 0 5 6 15 11 11 0 47 4.8 3 B14/1 16 0.71 0.05 0.77 0.05

B14/1 1.8 m lintel 0.048 95 5 6 15 16 16 0 49 4.3 3 B1/13 8 0.77 0.03 0.77 0.03

B2/5

2.4 m lintel sag

0 5 6 15 19 21 0 33 0.1 3 B2/6 0

B2/6 1.8 m lintel 0.008 95 5 6 15 0 0 0 52 4 3 B5/1 19 0.89 0.05 0.89 0.05

B3/1 1.8 m lintel 0 5 6 25 15 15 0 59 2.8 3 B9/1 27 1.1 0.07 1.69 0.04

B5/1 1.8 m lintel 0.058 95 5 6 15 19 19 0 47 5.3 3 B6/1 15 0.71 0.05 0.94 0.04

B6/1 1.8 m lintel 0.047 95 5 6 15 15 15 0 54 5.3 3 B1/13 19 0.99 0.05 0.99 0.05

B7/1 1.8 m lintel 0 5 6 25 32 30 3 63 1.9 3 B8/1 19 1.23 0.04 1.23 0.04

B7/2 1.8 m lintel 0 5 6 25 36 33 4 68 1.9 3 B7/3 26 1.42 0.05 1.42 0.05

B7/3

2.4 m lintel sag

0.09 85 5 6 15 26 27 0 39 1 3.6 B1/4 0

B8/1

2.4 m lintel sag

0.084 85 5 6 15 29 36 0 46 0.6 3 B7/3 0

B9/1 1.8 m lintel 0.085 85 5 6 25 27 27 1 77 4.8 3 B9/2 65 1.69 0.1 1.7 0.1

B9/2 2.4 m lintel 0.202 85 5 6 25 65 56 9 77 4.8 3 B9/3 65 1.7 0.1 1.7 0.1

B9/3 2.4 m lintel 0.18 85 5 6 25 65 56 9 67 4 3 B9/4 35 1.38 0.07 1.56 0.06

B9/4 1.8 m lintel 0.086 85 5 6 25 35 33 2 73 3.2 3 B9/5 44 1.58 0.08 1.58 0.08

B9/5 1.8 m lintel 0.133 85 5 6 25 44 40 4 55 3.2 3 B9/6 17 0.99 0.05 0.99 0.05

B9/6

2.4 m lintel sag

0.094 85 5 6 10 44 37 7 46 1.2 3 B9/7 10 4.55 7.88

B9/7

2.4 m lintel sag

0.074 95 5 6 10 31 32 0 43 1 3 B9/8 0

B9/8 1.8 m lintel 0.007 95 5 6 15 0 0 0 58 6 3 B9/9 28 1.06 0.07 1.07 0.07

B9/9 1.8 m lintel 0.085 95 5 6 25 28 26 2 58 3 3 B9/10 16 1.07 0.04 1.07 0.04

B9/10

2.4 m lintel sag

0.115 85 5 6 10 41 43 0 50 0.4 3 B1/13 0

BA/1 GSIP 600x600 IAD 0.052 75 5 6 25 16 16 0 0

BA/2 GSIP 600x600 IAD 0.037 75 5 6 25 12 12 0 0

BA/3 GSIP 600x600 IAD 0.038 75 5 6 25 12 12 0 0

BA/4 GSIP 600x600 IAD 0.038 75 5 6 25 12 12 0 0

BA/5 GSIP 600x600 IAD 0.03 75 5 6 15 9 9 0 0

BA/6 GSIP 600x600 IAD 0.038 75 5 6 25 12 12 0 0

BA/7 GSIP 600x600 IAD 0.03 75 5 6 15 9 9 0 0

BA/8 GSIP 600x600 IAD 0.03 75 5 6 25 10 10 0 0

BA/9 GSIP 600x600 IAD 0.03 75 5 6 25 10 10 0 0

BA/10 JP 0 5 6 0 0 0 0

BD/1 GSIP 600x600 IAD 0.047 75 5 6 25 15 15 0 0

BD/2 GSIP 600x600 IAD 0.032 75 5 6 25 10 10 0 0

BD/3 GSIP 600x600 IAD 0.032 75 5 6 25 10 10 0 0

BD/4 GSIP 600x600 IAD 0.032 75 5 6 15 10 10 0 0

BD/5 JP 0 5 6 0 0 0 0

BE/1 GSIP 600x600 IAD 0.045 75 5 6 25 14 14 0 0

BE/2 GSIP 600x600 IAD 0.038 75 5 6 25 12 12 0 0

BE/3 GSIP 600x600 IAD 0.034 75 5 6 25 11 11 0 0

BE/4 GSIP 600x600 IAD 0.037 75 5 6 25 12 12 0 0

BE/5 GSIP 600x600 IAD 0.03 75 5 6 15 9 9 0 0

BE/6 GSIP 600x600 IAD 0.037 75 5 6 25 12 12 0 0

BE/7 GSIP 600x600 IAD 0.03 75 5 6 15 9 9 0 0

BE/8 JP 0 5 6 0 0 0 0

BE/9 JP 0 5 6 0 0 0 0

BF/1 GSIP 600x600 IAD 0.037 75 5 6 25 12 12 0 0

BG/1 GSIP 600x600 IAD 0.045 75 5 6 25 14 14 0 0

BG/2 GSIP 600x600 IAD 0.037 75 5 6 25 12 12 0 0

BG/3 BYPASS NODE 0.045 75 5 6 25 14 14 0 0

BG/4 GSIP 600x600 IAD 0.037 75 5 6 25 12 12 0 0

BG/5 GSIP 600x600 IAD 0.03 75 5 6 15 9 9 0 0

BG/6 GSIP 600x600 IAD 0.03 75 5 6 15 9 9 0 0

BG/7 JP 0 5 6 0 0 0 0

BG/8 JP 0 5 6 0 0 0 0

BH/1 GSIP 600x600 IAD 0.046 75 5 6 15 14 14 0 0

BH/2 GSIP 600x600 IAD 0.046 75 5 6 25 15 15 0 0

BH/3 GSIP 600x600 IAD 0.045 75 5 6 25 14 14 0 0

BH/4 JP 0 5 6 0 0 0 0

BJ/3 GSIP 600x600 IAD 0.04 75 5 6 25 13 13 0 0

BJ/4 GSIP 600x600 IAD 0.03 75 5 6 25 10 10 0 0

BJ/5 GSIP 600x600 IAD 0.038 75 5 6 25 12 12 0 0

BJ/6 GSIP 600x600 IAD 0.03 75 5 6 25 9 9 0 0

BJ/7 GSIP 600x600 IAD 0.038 75 5 6 25 12 12 0 0

BJ/8 GSIP 600x600 IAD 0.03 75 5 6 15 9 9 0 0

BJ/9 GSIP 600x600 IAD 0.038 75 5 6 25 12 12 0 0

BJ/10 GSIP 600x600 IAD 0.03 75 5 6 15 9 9 0 0

BJ/11 GSIP 600x600 IAD 0.038 75 5 6 25 12 12 0 0

BJ/12 GSIP 600x600 IAD 0.045 75 5 6 25 14 14 0 0

HYDROLOGY NOTES:









GUTTERS HAVE GENERALLY BEEN ADOPTED

4. CONTINUATION OF HYDROLOGIC TABLE

REFER TO CC532

DRAINAGE SYSTEM B

CADDENS HILL

STAGE 5


110358/CC528 A

110358CC528

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

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d: 2

2 A

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01

7 6

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DESIGN STORM 1:5yr ARI HYDRAULIC RESULTS

PIPE PIPE PIPE PIPE PIPE CRITICAL PEAK CAPACITY PEAK PIPE PIPE PIPE U/S PIT D/S PIT PIT LOSS WSE LOSS U/S PIPE D/S PIPE HGL MINIMUM MINIMUM COMMENTS

NAME DIAMETER TYPE LENGTH GRADE STORM FLOW RATIO VELOCITY U/S IL D/S IL D/S DROP Ku Kw

(Ku.V'head) (Kw.V'head)

HGL HGL GRADE COVER FREEBOARD

(-) (mm) (-) (m) (%) (min) (L/s) (-) (m/s) (m) (m) (m) (-) (-) (m) (m) (m) (m) (%) (m) (m)

A10/3 to A10/4 375 RRJ2 53.1 1 25 90 0.48 1.36 62.511 61.98 0.03 7 7 0.22 0.22 62.703 62.238 0.88 1.24 1.468

A10/4 to A10/5 375 RRJ2 27.43 1 25 135 0.71 1.65 61.95 61.675 0.03 0.93 0.93 0.12 0.12 62.238 61.909 1.2 1.25 1.395

A10/5 to A10/6 375 RRJ2 23.67 1.44 25 138 0.6 2.04 61.645 61.304 0.089 0.31 0.31 0.06 0.06 61.876 61.514 1.53 1.1 1.478

A10/6 to A10/7 375 RRJ2 21.32 4.04 25 164 0.43 3.09 61.214 60.353 0.114 7 7 0.3 0.3 61.406 60.525 4.13 1.1 1.357

A10/7 to A10/8 375 RRJ2 19.45 4.22 25 221 0.57 2.89 60.239 59.419 0.088 9.7 9.7 0.71 0.71 60.48 60.01 2.42 1.1 1.29

A10/8 to A10/9 375 RRJ3 28.23 5 25 335 0.79 3.1 59.331 57.92 0.03 0.71 0.71 0.31 0.31 60.01 58.859 4.08 0.95 0.84

A10/9 to A10/10 525 RRJ3 18.61 1 25 448 0.96 2.07 57.89 57.704 0.05 0.5 0.5 0.1 0.1 58.859 58.588 1.46 0.73 0.472

A10/10 to A10/11 825 RRJ2 4.35 1 25 954 0.61 1.78 57.654 57.61 0.05 0.61 0.61 0.1 0.1 58.588 58.474 2.62 0.61 0.431

A10/11 to A10/12 825 RRJ2 6.01 1 25 954 0.61 1.79 57.56 57.5 0.5 0.5 0.08 0.08 58.474 58.37 1.73 -0.1 0.614

A11/1 to A10/4 375 RRJ2 12.38 1 25 28 0.15 0.86 62.24 62.116 0.167 4.5 4.5 0.17 0.17 62.392 62.238 1.24 1.1 1.307

A12/1 to A10/6 375 RRJ2 10.61 1 25 20 0.1 0.65 61.37 61.264 0.05 4.5 4.5 0.1 0.1 61.494 61.406 0.83 1.1 1.329

A13/1 to A10/9 375 RRJ2 11.48 1 25 45 0.24 0.41 58.055 57.94 0.05 4.5 4.5 0.04 0.04 58.884 58.859 0.22 1.06 0.626

A14/7 to A10/10 1200x450 Box Culvert 10.51 1 25 499 0.37 0.92 57.809 57.704 0.05 1.28 1.34 0.05 0.05 58.654 58.588 0.63 0.83 0.367

A8/1 to A8/2 375 RRJ2 10.56 1.58 25 65 0.27 1.34 61.694 61.528 0.05 2.08 2.08 0.19 0.19 61.9 61.662 2.25 1.1 1.275

A8/2 to A8/3 375 RRJ2 29.37 3.4 25 75 0.21 2.38 61.478 60.479 0.174 1.24 1.25 0.35 0.36 61.605 60.596 3.44 1.1 1.353

A8/3 to A10/8 375 RRJ2 14.65 5.15 25 158 0.37 3.18 60.305 59.55 0.219 0.77 0.77 0.37 0.37 60.471 60.01 3.15 1.11 1.301

A9/1 to A8/3 375 RRJ2 9.28 2.7 25 47 0.15 1.24 60.605 60.355 0.05 7.38 7.38 0.47 0.47 60.795 60.471 3.49 1.1 1.307

AD/1 to AD/2 150 uPVC 12.5 4.96 25 15 0.33 1.66 65.238 64.617 0.052 4.5 4.5 0.63 0.63 65.307 64.725 4.66 0.6 0.707

AD/2 to AD/3 150 uPVC 7.8 4.52 25 25 0.59 1.75 64.565 64.213 0.057 9.24 9.24 0.3 0.3 64.725 64.296 5.5 0.6 0.62

AD/3 to AD/4 150 uPVC 10.95 4.34 25 25 0.6 2.34 64.156 63.681 0.097 0.24 0.24 0.07 0.07 64.247 63.765 4.4 0.6 0.699

AD/4 to AD/5 225 uPVC 18.81 4.25 25 39 0.32 2.59 63.584 62.784 0.737 9.7 9.7 0.45 0.45 63.678 62.872 4.29 0.6 0.754

AD/5 to A8/1 375 RRJ2 6.06 3.09 25 39 0.12 1.37 62.048 61.861 0.166 2.09 3.24 0.2 0.31 62.188 61.947 3.98 1.1 1.396

AE/1 to AE/2 150 uPVC 10 2.68 25 14 0.42 1.1 62.303 62.035 0.03 4.5 4.5 0.28 0.28 62.423 62.216 2.07 0.6 0.646

AE/2 to AE/3 150 uPVC 12.5 2.7 25 25 0.77 1.6 62.005 61.667 0.102 9.7 9.7 0.26 0.26 62.216 61.765 3.61 0.6 0.558

AE/3 to AE/4 225 uPVC 12.5 3.29 25 39 0.37 2.24 61.565 61.153 0.072 9.7 9.7 0.29 0.29 61.678 61.248 3.44 0.6 0.728

AE/4 to AE/5 225 uPVC 10 6.38 25 54 0.36 2.6 61.081 60.443 0.049 1.38 1.38 0.46 0.46 61.22 60.537 6.83 0.6 0.73

AE/5 to AE/6 225 uPVC 13.68 9.6 25 65 0.36 3.67 60.395 59.081 0.899 1.01 1.01 0.67 0.67 60.507 59.174 9.74 0.6 0.745

AE/6 to A10/9 375 RRJ2 6 2.85 25 64 0.2 0.58 58.181 58.01 0.121 2.09 3.24 0.03 0.05 58.89 58.859 0.52 1.1 0.898

AK/1 to A9/1 375 RRJ2 7.1 3.45 25 11 0.03 1.14 61.052 60.807 0.201 4.5 4.5 0.31 0.31 61.118 60.852 3.75 1.1 1.544

AL/1 to A10/7 375 RRJ2 9.75 7.34 25 9 0.02 1.32 61.005 60.289 0.05 4.5 4.5 0.4 0.4 61.04 60.48 5.74 1.1 1.715

BPA8/1 to BPA8/2 2 No Flow 5.43 1 10 0 0 0 62.775 62.72 0 0 0 0 62.775 62.721 0.99 0.6 0.447

BPA9/1 to BPA9/2 2 No Flow 7.72 1 10 0 0 0 62.882 62.804 0 0 0 0 62.882 62.804 1.01 0.6 0.448

DRAINAGE SYSTEM A

BJ/12 to BJ/13 225 uPVC 17.35 13.34 25 158 0.74 5.03 49.342 47.027 2.304 0.66 0.66 0.73 0.73 49.541 47.171 13.66 0.6 0.692

BJ/13 to BJ/14 375 RRJ2 7.41 3 25 158 0.48 1.8 44.722 44.5 2.09 3.24 0.31 0.5 45.103 44.683 5.67 0.59 2.665

BPB1/1 to BPB1/2 2 No Flow 5.12 1 10 0 0 0 63.882 63.831 0 0 0 0 63.882 63.831 1 0.6 0.448

BPB10/1 to BPB10/2 2 No Flow 6.19 1 10 0 0 0 53.3 53.238 0 0 0 0 53.3 53.239 0.99 0.6 0.447

BPB2/1 to BPB2/2 2 No Flow 5.01 1 10 0 0 0 62.748 62.698 0 0 0 0 62.748 62.698 1 0.6 0.448

BPB3/1 to BPB3/2 2 No Flow 5.34 1 10 0 0 0 62.399 62.346 0 0 0 0 62.399 62.346 0.99 0.6 0.447

BPB4/1 to BPB4/2 2 No Flow 5.34 1 10 0 0 0 62.428 62.374 0 0 0 0 62.428 62.374 1.01 0.6 0.448

BPB8/1 to BPB8/2 2 No Flow 5.15 1 10 0 0 0 58.421 58.37 0 0 0 0 58.421 58.37 0.99 0.6 0.448

BPB9/1 to BPB9/2 2 No Flow 5.57 1 10 0 0 0 54.014 53.959 0 0 0 0 54.014 53.959 0.99 0.6 0.447







DRAINAGE SYSTEM B

CADDENS HILL

STAGE 5


110358/CC529 A

110358CC529

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





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B1/1 to B1/2 375 RRJ2 20 2.47 15 10 0.03 0.96 62.582 62.087 0.068 4.5 4.5 0.21 0.21 62.629 62.217 2.06 1.1 1.497

B1/2 to B1/3 375 RRJ2 22.27 2.51 25 111 0.37 2.16 62.019 61.461 0.08 1.34 1.43 0.32 0.34 62.217 61.619 2.69 1.1 1.347

B1/3 to B1/4 375 RRJ2 27.43 2.52 25 131 0.43 2.51 61.381 60.689 0.214 0.48 0.48 0.14 0.14 61.566 60.861 2.57 1.1 1.371

B1/4 to B1/5 375 RRJ2 46.5 2.34 25 248 0.85 2.41 60.474 59.384 0.05 0.27 0.27 0.08 0.08 60.759 59.997 1.64 1.11 1.405

B1/5 to B1/6 450 RRJ2 8.17 1 25 282 0.91 1.91 59.334 59.253 0.05 1.78 2.24 0.3 0.36 59.997 59.591 4.97 1.12 0.89

B1/6 to B1/7 450 RRJ2 15.09 2.91 25 346 0.66 3.02 59.203 58.763 0.285 9.7 9.7 0.4 0.4 59.548 59.185 2.41 1.1 1.303

B1/7 to B1/8 450 RRJ2 22.93 4.57 25 479 0.72 3.45 58.478 57.431 0.129 1.41 1.49 0.7 0.74 59.185 57.715 6.41 1.1 0.959

B1/8 to B1/9 450 RRJ2 54.51 5.09 25 529 0.76 4.56 57.302 54.528 0.129 0.45 0.45 0.44 0.44 57.597 55.121 4.54 1.1 1.361

B1/9 to B1/10 450 RRJ2 34.48 4.95 25 590 0.86 4.25 54.399 52.692 0.203 7 7 0.75 0.75 55.121 53.013 6.11 1.1 0.935

B1/10 to B1/11 525 RRJ2 26.94 4.84 25 694 0.68 4.28 52.488 51.183 0.215 0.59 0.59 0.47 0.47 52.943 51.5 5.36 1.1 1.276

B1/11 to B1/12 525 RRJ2 46.76 4.76 25 738 0.73 3.9 50.968 48.742 0.05 7 7 0.46 0.46 51.3 49.717 3.39 1.1 1.484

B1/12 to B1/13 600 RRJ2 21.39 1.31 25 867 1.14 3.07 48.692 48.412 0.877 9.7 9.7 0.28 0.28 49.717 49.178 2.52 1.1 0.726

B1/13 to B1/14 750 RRJ2 3.25 1 25 1435 1.19 3.25 47.534 47.502 0.03 2.06 2.54 0.87 1.06 49.178 48.551 19.3 1.9 0.927

B1/14 to B1/15 750 RRJ2 5.53 5 25 1817 0.67 4.15 47.472 47.195 1 0.5 0.5 0.44 0.44 48.551 48.356 3.52 0.94 1.673

B1/15 to B1/16 750 RRJ2 6.01 5 25 2087 0.77 4.75 46.195 45.895 0.863 2.09 2.64 1.75 2.21 48.356 47.194 19.34 1.1 0.464

B1/16 to B1/17 750 RRJ2 3.16 1 25 1822 1.51 4.12 45.032 45 1.62 1.81 1.08 1.18 47.194 45.75 45.67 0.47 0.488

B10/1 to B9/2 375 RRJ2 8.58 1.07 15 23 0.12 0.7 56.864 56.772 0.199 9.7 9.7 0.22 0.22 57.035 56.859 2.05 1.1 1.299

B11/1 to B9/3 375 RRJ2 8.38 1 25 15 0.08 0.63 54.632 54.549 0.146 9.7 9.7 0.16 0.16 54.763 54.713 0.6 1.1 1.333

B13/1 to B9/8 375 RRJ2 9.71 2.31 15 11 0.04 0.98 52.072 51.848 0.492 4.5 4.5 0.22 0.22 52.141 51.897 2.51 1.1 1.422

B14/1 to B9/9 375 RRJ2 9.71 1.47 25 32 0.14 0.85 49.094 48.951 0.412 4.5 4.5 0.17 0.17 49.585 49.583 0.02 1.1 0.987

B2/5 to B2/6 375 RRJ2 14.44 1 25 203 1.07 1.83 58.804 58.659 0.05 9.7 9.7 0.18 0.18 59.625 59.341 1.97 1.34 0.961

B2/6 to B1/7 375 RRJ2 8.1 1 25 217 1.14 1.96 58.609 58.528 0.05 0.47 0.47 0.09 0.09 59.341 59.185 1.93 1.23 0.853

B3/1 to B1/3 375 RRJ2 8.05 1 25 15 0.08 0.64 61.511 61.431 0.05 4.5 4.5 0.09 0.09 61.624 61.566 0.72 1.1 1.338

B5/1 to B1/9 375 RRJ2 9.31 2.01 25 25 0.09 0.95 54.823 54.636 0.238 4.5 4.5 0.21 0.21 55.128 55.121 0.08 1.1 1.181

B6/1 to B1/11 375 RRJ2 10.89 2.81 15 14 0.05 1.16 51.677 51.372 0.403 4.5 4.5 0.31 0.31 51.751 51.426 2.99 1.1 1.427

B7/1 to B7/2 375 RRJ2 8.13 1 25 29 0.15 0.83 61.235 61.153 0.06 4.5 4.5 0.16 0.16 61.403 61.253 1.85 1.1 1.284

B7/2 to B7/3 375 RRJ2 24.84 1.51 15 62 0.26 1.26 61.094 60.719 0.05 7 4.28 0.29 0.3 61.234 60.994 0.97 1.1 1.425

B7/3 to B1/4 375 RRJ2 14.42 1 25 120 0.63 1.4 60.669 60.524 0.05 1.56 1.56 0.16 0.16 60.994 60.759 1.63 1.34 1.252

B8/1 to B7/3 375 RRJ2 8 1 25 34 0.18 0.67 60.823 60.743 0.075 4.5 4.5 0.1 0.1 61.049 60.994 0.69 1.1 1.212

B9/1 to B9/2 375 RRJ2 56.59 4.54 25 68 0.17 2.62 59.32 56.75 0.176 2.18 2.57 0.76 0.9 59.429 56.853 4.55 1.1 1.459

B9/2 to B9/3 375 RRJ2 47.01 4.38 25 144 0.36 3.07 56.573 54.516 0.113 1.91 1.91 0.87 0.87 56.744 54.713 4.32 1.1 1.443

B9/3 to B9/4 375 RRJ2 22.47 3.03 25 249 0.75 2.49 54.402 53.721 0.055 6.79 6.79 0.47 0.47 54.713 54.198 2.29 1.1 1.282

B9/4 to B9/5 375 RRJ2 35.18 2.93 25 240 0.74 2.81 53.666 52.634 0.102 0.82 0.82 0.32 0.32 54.198 53.493 2 1.1 1.016

B9/5 to B9/6 375 RRJ2 17.66 2.48 25 270 0.9 2.45 52.532 52.094 0.05 7 7 0.37 0.37 53.493 52.969 2.97 1.1 0.613

B9/6 to B9/7 450 RRJ2 8 1 25 301 0.98 1.89 52.044 51.964 0.05 2.14 2.68 0.32 0.38 52.969 52.574 4.94 1.15 0.644

B9/7 to B9/8 450 RRJ2 15.21 1 25 331 1.07 2.13 51.914 51.762 0.406 1.06 1.08 0.23 0.24 52.574 52.158 2.74 1.23 1.038

B9/8 to B9/9 450 RRJ2 49.58 5.58 25 340 0.47 2.69 51.356 48.589 0.05 1.77 2.08 0.6 0.67 51.572 49.583 4.01 1.1 1.688

B9/9 to B9/10 525 RRJ2 12.22 1 25 380 0.82 1.76 48.539 48.417 0.05 9.7 9.7 0.19 0.19 49.583 49.383 1.64 1.3 0.801

B9/10 to B1/13 525 RRJ2 8 1 25 437 0.94 2.02 48.367 48.287 0.753 1.18 1.2 0.19 0.2 49.383 49.178 2.56 1.24 0.721

BA/1 to BA/2 225 uPVC 12.5 1 25 16 0.28 0.73 63.994 63.869 0.03 4.5 4.5 0.12 0.12 64.126 63.995 1.05 0.6 0.699

BA/2 to BA/3 225 uPVC 12.5 1 25 28 0.48 0.92 63.839 63.714 0.03 9.7 9.7 0.12 0.12 63.995 63.886 0.87 0.63 0.7

BA/3 to BA/4 225 uPVC 12.5 1 25 39 0.68 1.24 63.684 63.559 0.032 9.7 9.7 0.12 0.12 63.886 63.694 1.54 0.65 0.68

BA/4 to BA/5 300 uPVC 10 1 25 51 0.4 1.53 63.526 63.426 0.03 9.7 9.7 0.1 0.1 63.66 63.595 0.65 0.6 0.777

BA/5 to BA/6 300 uPVC 12.5 1 25 60 0.47 1.27 63.396 63.271 0.03 9.7 9.7 0.1 0.1 63.595 63.533 0.5 0.62 0.736

BA/6 to BA/7 300 uPVC 10 1 25 71 0.56 1.15 63.241 63.141 0.03 9.7 9.7 0.11 0.11 63.533 63.456 0.77 0.65 0.669

BA/7 to BA/8 300 uPVC 1.5 1 25 80 0.63 1.12 63.111 63.096 0.05 9.7 9.7 0.05 0.05 63.456 63.404 3.47 0.67 0.646

BA/8 to BA/9 300 uPVC 13.5 1 25 88 0.7 1.31 63.046 62.911 0.03 2.14 2.66 0.18 0.22 63.404 63.156 1.84 0.7 0.647

BA/9 to BA/10 300 uPVC 15 1 25 97 0.77 1.63 62.881 62.731 0.319 6.98 6.98 0.09 0.09 63.156 62.929 1.51 0.81 0.838

BA/10 to B1/2 375 RRJ2 5.19 3.12 25 97 0.29 2.11 62.413 62.251 0.232 0 0 0 0 62.604 62.389 4.15 1.1 1.341

BD/1 to BD/2 150 uPVC 10 5.1 25 15 0.33 1.61 62.925 62.415 0.059 4.5 4.5 0.59 0.59 63.02 62.474 5.46 0.6 0.682

BD/2 to BD/3 150 uPVC 10 4.9 90 30 0.68 2.08 62.356 61.866 0.04 1.99 1.99 0.36 0.36 62.464 62.136 3.28 0.6 0.677

BD/3 to BD/4 150 uPVC 10 4.91 120 35 0.79 2.16 61.825 61.334 0.049 9.44 9.44 0.33 0.33 62.136 61.696 4.4 0.6 0.466

BD/4 to BD/5 150 uPVC 15 5.02 25 42 0.95 2.54 61.285 60.532 0.821 9.7 9.7 0.35 0.35 61.696 60.649 6.98 0.6 0.366

BD/5 to B9/1 375 RRJ2 4.78 2.82 25 42 0.13 1.28 59.711 59.576 0.255 2.09 3.24 0.18 0.27 59.872 59.668 4.27 1.1 1.379

BE/1 to BE/2 150 uPVC 12.5 4.67 25 14 0.33 1.65 59.484 58.901 0.045 4.5 4.5 0.62 0.62 59.571 58.96 4.89 0.6 0.688

BE/2 to BE/3 150 uPVC 11.5 4.63 20 26 0.61 1.99 58.856 58.323 0.045 2.01 2.01 0.37 0.37 58.952 58.571 3.31 0.6 0.678

BE/3 to BE/4 150 uPVC 12.5 4.66 25 36 0.83 2.23 58.277 57.694 0.12 1.52 1.52 0.32 0.32 58.571 57.799 6.18 0.6 0.482

BE/4 to BE/5 225 uPVC 10 4.57 25 47 0.38 2.92 57.574 57.116 0.045 7 7 0.23 0.23 57.669 57.213 4.56 0.6 0.754

BE/5 to BE/6 225 uPVC 12.5 4.67 25 56 0.45 2.54 57.071 56.488 0.045 0.98 0.98 0.31 0.31 57.213 56.593 4.96 0.6 0.708

BE/6 to BE/7 225 uPVC 10 4.57 25 68 0.54 2.08 56.443 55.985 0.045 7 7 0.23 0.23 56.561 56.293 2.68 0.6 0.732

BE/7 to BE/8 225 uPVC 1.5 1.5 25 78 1.09 1.97 55.94 55.917 0.798 0.75 0.75 0.13 0.13 56.293 56.131 10.8 0.6 0.496

BE/8 to BE/9 225 uPVC 30.25 4 25 77 0.66 2.64 55.12 53.91 0.702 2.08 2.62 0.68 0.82 55.297 54.043 4.15 0.6 1.418

BE/9 to B1/10 375 RRJ2 6.26 4.62 25 77 0.19 1.75 53.207 52.918 0.43 2.09 3.24 0.33 0.5 53.412 53.028 6.14 1.1 1.357

BF/1 to BG/7 150 uPVC 11 1 25 12 0.58 0.79 51.998 51.888 0.653 4.5 4.5 0.14 0.14 52.152 51.971 1.65 0.6 0.585

BG/1 to BG/2 150 uPVC 12.5 4.43 25 14 0.34 1.6 55.259 54.705 0.12 4.5 4.5 0.59 0.59 55.348 54.765 4.66 0.6 0.69

BG/2 to BG/3 225 uPVC 15 4.24 25 26 0.22 2.23 54.586 53.949 0.03 1.23 1.23 0.3 0.3 54.665 54.02 4.3 0.6 0.776

BG/3 to BG/4 225 uPVC 12.5 3.89 25 40 0.35 2.14 53.919 53.434 0.034 1.64 1.64 0.38 0.38 54.014 53.558 3.65 0.6 0.757

BG/4 to BG/5 225 uPVC 10 4.27 25 52 0.43 2.17 53.4 52.973 0.07 1.26 1.26 0.29 0.29 53.558 53.076 4.82 0.6 0.687

BG/5 to BG/6 225 uPVC 10 4.95 25 61 0.47 1.93 52.903 52.408 0.03 7 7 0.2 0.2 53.012 52.713 2.99 0.6 0.763

BG/6 to BG/7 225 uPVC 1.5 1.25 25 71 1.08 1.79 52.378 52.359 1.124 0.81 0.81 0.11 0.11 52.713 52.569 9.6 0.6 0.519

BG/7 to BG/8 225 uPVC 30.25 4 25 82 0.7 2.64 51.235 50.025 0.702 2.08 2.61 0.68 0.82 51.426 50.164 4.17 0.6 1.736

BG/8 to B1/12 375 RRJ2 5.5 3.17 25 82 0.24 1.46 49.323 49.149 0.456 2.09 3.24 0.23 0.35 49.766 49.717 0.89 1.1 1.103

BH/1 to BH/2 150 uPVC 14.77 1.38 25 14 0.6 0.98 60.326 60.123 0.395 4.5 4.5 0.22 0.22 60.481 60.207 1.86 0.6 0.604

BH/2 to BH/3 150 uPVC 14.83 4 25 28 0.71 1.95 59.728 59.135 0.058 9.16 3.44 0.45 0.49 59.871 59.229 4.33 0.6 0.997

BH/3 to BH/4 225 uPVC 15.43 3.63 25 43 0.38 2.49 59.077 58.518 0.734 9.7 9.7 0.32 0.32 59.183 58.614 3.69 0.6 0.739

BH/4 to B1/8 375 RRJ2 4.79 2.87 25 43 0.13 1.29 57.784 57.647 0.345 2.09 3.24 0.18 0.28 57.945 57.739 4.3 1.1 1.376

BJ/3 to BJ/4 225 uPVC 10 5.95 25 70 0.49 2.64 57.439 56.845 0.064 1.08 1.08 0.36 0.36 57.617 56.956 6.61 0.6 0.714

BJ/4 to BJ/5 225 uPVC 12.5 6.6 25 79 0.53 3.27 56.78 55.955 0.04 0.77 0.77 0.42 0.42 56.897 56.137 6.08 0.6 0.766

BJ/5 to BJ/6 225 uPVC 10 6.69 25 92 0.61 2.9 55.915 55.246 0.081 0.87 0.87 0.35 0.35 56.137 55.379 7.58 0.6 0.639

BJ/6 to BJ/7 225 uPVC 12.5 6.59 25 112 0.75 3.55 55.166 54.342 0.087 0.7 0.7 0.42 0.42 55.379 54.569 6.48 0.6 0.681

BJ/7 to BJ/8 225 uPVC 10 6.5 120 122 0.82 3.65 54.255 53.605 0.069 0.77 0.77 0.42 0.42 54.569 53.935 6.34 0.6 0.6

BJ/8 to BJ/9 225 uPVC 12.5 7.04 25 142 0.92 3.81 53.536 52.656 0.035 0.62 0.62 0.41 0.41 53.935 53.079 6.85 0.6 0.498

BJ/9 to BJ/10 225 uPVC 10 6.88 20 136 0.89 3.83 52.621 51.934 0.074 0.63 0.63 0.4 0.4 53.079 52.369 7.1 0.6 0.407

BJ/10 to BJ/11 225 uPVC 12.5 6.46 20 148 1 3.78 51.86 51.052 0.037 0.58 0.58 0.35 0.35 52.369 51.467 7.22 0.6 0.382

BJ/11 to BJ/12 225 uPVC 15 10.3 25 146 0.78 4.28 51.015 49.47 0.128 0.63 0.63 0.53 0.53 51.467 49.619 12.32 0.6 0.413

BJ/12 to BJ/13 225 uPVC 17.35 13.34 25 158 0.74 5.03 49.342 47.027 2.304 0.66 0.66 0.73 0.73 49.541 47.171 13.66 0.6 0.692

DRAINAGE SYSTEM B

CADDENS HILL

STAGE 5


110358/CC530 A

110358CC530

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

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d: 2

2 A

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D/S FLOW

WIDTH

D/S VxD


A10/3 1.8 m lintel 0 6 6 15 44 30 14 85 1 3 A10/4 42 1.99 0.06 1.99 0.06

A10/4 1.8 m lintel 0.056 95 6 6 42 29 13 59 1 3 LOST 12 1.12 0.03 1.12 0.03

A10/5 1.8 m lintel 0 6 6 15 5 4 1 53 1 3 A10/6 14 0.91 0.04 1.52 0.02

A10/6 1.8 m lintel 0.025 95 6 6 15 14 11 3 71 3.7 3 A10/7 50 1.52 0.09 1.52 0.09

A10/7 1.8 m lintel 0.092 85 6 6 5 50 36 14 56 4.9 3.2 A10/8 22 0.99 0.06 2.45 0.03

A10/8 1.8 m lintel 0.053 95 6 6 15 78 46 130 99 4.6 3.4 A10/9 166 2.45 0.17 3.67 0.12

A10/9 1.8 m lintel 0.079 85 6 6 15 166 40 241 136 3.9 3 A10/10 255 3.67 0.17 6.8 0.15

A10/10

2.4 m lintel sag

0.044 95 6 6 438 230 200 205 0.4 3 A10/11 277 14.85 0.03 25.09 0.02

A10/11 GPT 0 6 6 277 0 0 141 0.4 1.8 LOST 225 3.86 0.14 3.86 0.14

A10/12 H.W. 0 0 0 0

A11/1 1.8 m lintel 0.088 85 6 6 15 76 45 31 88 1 3 A12/1 60 2.08 0.07 2.08 0.07

A12/1 1.8 m lintel 0.058 95 6 6 15 60 38 21 78 3.7 3 A13/1 82 1.75 0.13 1.87 0.12

A13/1 1.8 m lintel 0.123 85 6 6 15 82 52 30 81 4.6 3 A14/7 54 1.88 0.08 7.14 0.04

A14/7

2.4 m lintel sag

0.162 85 6 6 15 187 191 0 218 0.4 3 A10/10 188 11.88 0.02 24.86 0.01

A8/1 1.8 m lintel 0.09 85 6 6 15 49 33 16 87 3.1 3 A9/1 82 2.05 0.1 2.05 0.1

A8/2 1.8 m lintel 0 6 6 15 17 14 3 51 3.1 3 A8/3 16 0.87 0.05 0.87 0.05

A8/3 1.8 m lintel 0.024 95 6 6 5 16 12 3 38 5.3 2.9 A10/8 9 0.46 0.04 2.47 0.01

A9/1 2.4 m lintel 0.129 85 6 6 15 82 47 35 72 3.2 0.1 A10/8 47 1.57 0.08 2.47 0.07

BPA8/1 BYPASS NODE 0.032 85 6 6 15 17 0 0 55 3.1 3 A8/2 17 1.01 0.05 1.01 0.05


BPA9/1 BYPASS NODE 0.01 85 6 6 5 5 0 0 85 1.8 1 A10/5 5 2 0.02 0.91


HYDROLOGY NOTES:










DRAINAGE SYSTEM A

CADDENS HILL

STAGE 5


110358/CC531 A

110358CC531

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 6

:0

3:2

1 P

M F

ile

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am

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C5

31

.d

wg


100YR HYDROLOGY




D/S FLOW

WIDTH

D/S VxD


B1/1 1.8 m lintel 0 5 6 5 17 14 3 49 2.8 3 B1/2 12 0.79 0.04 0.79 0.04

B1/2 1.8 m lintel 0.016 95 5 6 5 12 9 2 49 2.8 3 B1/3 12 0.78 0.04 0.94 0.03

B1/3 1.8 m lintel 0.018 95 5 6 5 12 9 2 54 2.8 3 B8/1 19 0.99 0.05 2.56 0.02

B1/4 1.8 m lintel 0.008 95 5 6 5 0 0 0 87 2.8 3 B1/5 76 2.04 0.1 2.68 0.07

B1/5 1.8 m lintel 0.14 95 5 6 5 76 45 31 106 2.2 3 B2/4 91 2.69 0.08 4.97 0.07

B1/6 1.8 m lintel 0.047 95 5 6 5 27 21 6 51 2.2 3 B1/7 16 0.86 0.05 1.29 0.03

B1/7 1.8 m lintel 0.018 95 5 6 5 16 13 3 65 4 3 B1/8 38 1.29 0.08 2.11 0.05

B1/8 1.8 m lintel 0.065 85 5 6 5 38 28 10 89 5.3 3 B1/9 115 2.12 0.14 2.34 0.14

B1/9 1.8 m lintel 0.197 85 5 6 5 115 67 48 96 5.3 3 B1/10 148 2.34 0.16 2.34 0.16

B1/10 1.8 m lintel 0.125 85 5 6 5 148 72 76 88 5.3 3 B1/11 110 2.08 0.14 2.31 0.14

B1/11 1.8 m lintel 0.104 85 5 6 5 110 65 45 95 5.3 3 B1/12 138 2.31 0.15 3.21 0.15

B1/12 2.4 m lintel 0.18 85 5 6 5 138 82 56 122 3.4 3 B9/10 184 3.21 0.14 4.84 0.09

B1/13

3.0 m lintel sag

0.093 95 5 6 234 189 12 162 0.4 3 B1/14 12 7.48 10.88

B1/14 GPT 0 5 6 12 0 0 29 0.4 -1 B1/15 10 0.34 0.06 0.35 0.05

B1/15 JP 0 5 6 10 0 726 73 0.4 B1/16 58 1.58 0.14 1.51 0.12

B1/16 JP 0 5 6 58 0 0 71 LOST 23 1.53 0.04 1.53 0.04

B1/17 H.W. 0 0 0 0

B10/1 1.8 m lintel 0 5 6 5 40 29 10 61 4.8 3 B11/1 30 1.17 0.07 1.52 0.05

B11/1 1.8 m lintel 0.037 95 5 6 5 30 23 7 71 4.3 3 B9/7 42 1.54 0.07 3.13 0.06

B13/1 1.8 m lintel 0 5 6 5 19 15 4 59 4.8 3 B14/1 30 1.12 0.07 1.32 0.07

B14/1 1.8 m lintel 0.048 95 5 6 5 30 23 7 66 4.3 3 B1/13 21 1.42 0.04 4.48 0.04

B2/5

2.4 m lintel sag

0 5 6 5 274 144 128 153 0.1 3 B2/6 131 2.45 0.14 2.45 0.14

B2/6 1.8 m lintel 0.008 95 5 6 5 131 56 46 93 4 3 B5/1 130 2.23 0.15 2.23 0.15

B3/1 1.8 m lintel 0 5 6 5 26 20 6 72 2.8 3 B9/1 52 1.54 0.09 2.22 0.06

B5/1 1.8 m lintel 0.058 95 5 6 5 130 73 57 77 5.3 3 B6/1 68 1.69 0.11 1.69 0.11

B6/1 1.8 m lintel 0.047 95 5 6 5 68 43 25 69 5.3 3 B1/13 43 1.46 0.08 4.49 0.07

B7/1 1.8 m lintel 0 5 6 5 54 35 19 82 1.9 3 B8/1 47 1.86 0.07 2.56 0.05

B7/2 1.8 m lintel 0 5 6 5 61 38 23 87 1.9 3 B7/3 59 2.05 0.08 2.12 0.08

B7/3

2.4 m lintel sag

0.09 85 5 6 5 59 60 0 90 1 3.6 B1/4 0

B8/1

2.4 m lintel sag

0.084 85 5 6 5 66 75 0 103 0.6 3 B7/3 0

B9/1 1.8 m lintel 0.085 85 5 6 5 52 35 17 92 4.8 3 B9/2 123 2.22 0.14 2.4 0.13

B9/2 2.4 m lintel 0.202 85 5 6 5 123 70 54 98 4.8 3 B9/3 147 2.4 0.16 2.4 0.16

B9/3 2.4 m lintel 0.18 85 5 6 5 147 77 70 95 4 3 B9/4 114 2.3 0.13 2.38 0.12

B9/4 1.8 m lintel 0.086 85 5 6 5 114 65 49 97 3.2 3 B9/5 118 2.38 0.13 2.61 0.13

B9/5 1.8 m lintel 0.133 85 5 6 5 118 67 51 104 3.2 3 B9/6 140 2.62 0.14 3.1 0.12

B9/6

2.4 m lintel sag

0.094 85 5 6 5 177 96 77 119 1.2 3 B9/7 82 11.44 0.01 13.55 0.01

B9/7

2.4 m lintel sag

0.074 95 5 6 5 117 97 13 120 1 3 B9/8 16 0.76 0.05 0.99 0.04

B9/8 1.8 m lintel 0.007 95 5 6 5 16 12 3 68 6 3 B9/9 47 1.4 0.09 2.9 0.08

B9/9 1.8 m lintel 0.085 95 5 6 5 47 32 132 113 3 3 B9/10 153 2.9 0.13 4.84 0.07

B9/10

2.4 m lintel sag

0.115 85 5 6 5 327 174 154 175 0.4 3 B1/13 180 11.62 0.02 19.25 0.01

BPB1/1 BYPASS NODE 0.03 95 5 6 5 17 0 0 56 2.8 3 B1/1 17 0.99 0.05 0.99 0.05


BPB10/1 BYPASS NODE 0.034 95 5 6 5 19 0 0 53 4.6 3 B13/1 19 0.94 0.05 1.1 0.05


BPB2/1 BYPASS NODE 0.046 95 5 6 5 26 0 0 63 2.8 3 B3/1 26 1.24 0.06 1.52 0.05


BPB3/1 BYPASS NODE 0.1 85 5 6 5 54 0 0 83 1.9 3 B7/1 54 1.91 0.07 1.91 0.07


BPB4/1 BYPASS NODE 0.113 85 5 6 5 62 0 0 86 1.9 3 B7/2 61 2.02 0.08 2.04 0.08


BPB8/1 BYPASS NODE 0.07 95 5 6 5 40 0 0 66 4.8 3 B10/1 40 1.35 0.08 1.35 0.08


BPB9/1 BYPASS NODE 0.035 85 5 6 5 19 0 0 72 1.3 3 B9/6 47 1.56 0.08 3.1 0.08


HYDROLOGY NOTES:










DRAINAGE SYSTEM B

CADDENS HILL

STAGE 5


110358/CC532 A

110358CC532

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 6

:0

3:3

9 P

M F

ile

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am

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A10/3 to A10/4 375 RRJ2 53.1 1 15 111 0.59 1.34 62.511 61.98 0.03 7 7 0.28 0.28 62.726 62.463 0.5 1.24 1.446

A10/4 to A10/5 375 RRJ2 27.43 1 15 190 1 1.78 61.95 61.675 0.03 7 7 0.15 0.15 62.463 62.149 1.14 1.25 1.169

A10/5 to A10/6 375 RRJ2 23.67 1.44 20 198 0.87 2.11 61.645 61.304 0.089 0.32 0.32 0.07 0.07 62.149 61.927 0.94 1.1 1.205

A10/6 to A10/7 375 RRJ2 21.32 4.04 20 215 0.56 3.15 61.214 60.353 0.114 7 7 0.34 0.34 61.927 61.578 1.64 1.1 0.836

A10/7 to A10/8 375 RRJ2 19.45 4.22 20 255 0.65 2.8 60.239 59.419 0.088 9.7 9.7 0.77 0.77 61.578 60.949 3.23 1.1 0.192

A10/8 to A10/9 375 RRJ3 28.23 5 10 387 0.91 3.5 59.331 57.92 0.03 0.85 0.85 0.44 0.44 60.949 59.467 5.25 0.95 -0.099

A10/9 to A10/10 525 RRJ3 18.61 1 25 526 1.13 2.43 57.89 57.704 0.05 0.78 0.78 0.19 0.19 59.467 59.144 1.74 0.73 -0.136

A10/10 to A10/11 825 RRJ2 4.35 1 15 1246 0.8 2.33 57.654 57.61 0.05 1.19 1.19 0.3 0.3 59.144 58.842 6.94 0.61 0.004

A10/11 to A10/12 825 RRJ2 6.01 1 15 1246 0.8 2.33 57.56 57.5 0.5 0.5 0.14 0.14 58.842 58.66 3.03 -0.1 0.246

A11/1 to A10/4 375 RRJ2 12.38 1 20 46 0.24 0.89 62.24 62.116 0.167 4.5 4.5 0.18 0.18 62.509 62.463 0.37 1.1 1.19

A12/1 to A10/6 375 RRJ2 10.61 1 15 43 0.23 0.76 61.37 61.264 0.05 4.5 4.5 0.13 0.13 61.953 61.927 0.25 1.1 0.871

A13/1 to A10/9 375 RRJ2 11.48 1 5 53 0.28 0.48 58.055 57.94 0.05 4.5 4.5 0.05 0.05 59.519 59.467 0.45 1.06 0.008

A14/7 to A10/10 1200x450 Box Culvert 10.51 1 15 701 0.52 1.3 57.809 57.704 0.05 1.32 1.34 0.11 0.11 59.238 59.144 0.89 0.83 -0.218

A8/1 to A8/2 375 RRJ2 10.56 1.58 15 98 0.41 1.47 61.694 61.528 0.05 1.93 1.93 0.2 0.2 61.963 61.695 2.54 1.1 1.212

A8/2 to A8/3 375 RRJ2 29.37 3.4 10 114 0.33 2.54 61.478 60.479 0.174 1.2 1.21 0.39 0.4 61.629 61.181 1.53 1.1 1.33

A8/3 to A10/8 375 RRJ2 14.65 5.15 15 183 0.42 3.21 60.305 59.55 0.219 0.77 0.77 0.39 0.39 61.181 60.949 1.58 1.11 0.591

A9/1 to A8/3 375 RRJ2 9.28 2.7 5 64 0.21 1.27 60.605 60.355 0.05 9.7 9.7 0.49 0.49 61.261 61.181 0.86 1.1 0.841

BPA8/1 to BPA8/2 2 No Flow 5.43 1 5 0 0 0 62.775 62.72 0 0 0 0 62.775 62.721 0.99 0.6 0.447

BPA9/1 to BPA9/2 2 No Flow 7.72 1 5 0 0 0 62.882 62.804 0 0 0 0 62.882 62.804 1.01 0.6 0.448

DRAINAGE SYSTEM A

CADDENS HILL

STAGE 5


110358/CC533 A

110358CC533

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 6

:0

3:5

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M F

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C5

33

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wg








B1/1 to B1/2 375 RRJ2 20 2.47 5 13 0.04 0.95 62.582 62.087 0.068 4.5 4.5 0.2 0.2 62.636 62.394 1.21 1.1 1.49

B1/2 to B1/3 375 RRJ2 22.27 2.51 15 197 0.65 2.23 62.019 61.461 0.08 1.39 1.49 0.35 0.37 62.394 62.151 1.09 1.1 1.169

B1/3 to B1/4 375 RRJ2 27.43 2.52 5 198 0.66 2.66 61.381 60.689 0.214 0.49 0.49 0.17 0.17 62.151 61.921 0.84 1.1 0.785

B1/4 to B1/5 375 RRJ2 46.5 2.34 20 300 1.03 2.72 60.474 59.384 0.05 0.49 0.49 0.14 0.14 61.921 60.675 2.68 1.11 0.244

B1/5 to B1/6 450 RRJ2 8.17 1 15 334 1.08 2.13 59.334 59.253 0.05 1.74 2.23 0.35 0.42 60.675 60.278 4.86 1.12 0.212

B1/6 to B1/7 450 RRJ2 15.09 2.91 5 385 0.73 3 59.203 58.763 0.285 9.7 9.7 0.46 0.46 60.278 59.98 1.97 1.1 0.574

B1/7 to B1/8 450 RRJ2 22.93 4.57 10 644 0.97 4.09 58.478 57.431 0.129 1.64 1.92 0.79 0.87 59.98 58.688 5.63 1.1 0.164

B1/8 to B1/9 450 RRJ2 54.51 5.09 10 666 0.96 4.6 57.302 54.528 0.129 0.51 0.51 0.52 0.52 58.688 56.151 4.65 1.1 0.27

B1/9 to B1/10 450 RRJ2 34.48 4.95 15 735 1.07 4.62 54.399 52.692 0.203 7 7 0.91 0.91 56.151 54.129 5.86 1.1 -0.096

B1/10 to B1/11 525 RRJ2 26.94 4.84 20 957 0.93 4.78 52.488 51.183 0.215 0.87 0.87 0.6 0.6 54.129 52.874 4.66 1.1 0.09

B1/11 to B1/12 525 RRJ2 46.76 4.76 20 949 0.93 4.38 50.968 48.742 0.05 7 7 0.6 0.6 52.874 50.564 4.94 1.1 -0.089

B1/12 to B1/13 600 RRJ2 21.39 1.31 60 1057 1.39 3.74 48.692 48.412 0.877 0.58 0.58 0.36 0.36 50.564 49.827 3.45 1.1 -0.122

B1/13 to B1/14 750 RRJ2 3.25 1 20 1716 1.42 3.88 47.534 47.502 0.03 2.02 2.44 1.15 1.43 49.827 48.951 26.97 1.9 0.277

B1/14 to B1/15 750 RRJ2 5.53 5 120 2231 0.83 5.06 47.472 47.195 1 0.5 0.5 0.65 0.65 48.951 48.893 1.05 0.94 1.273

B1/15 to B1/16 750 RRJ2 6.01 5 15 2357 0.87 5.34 46.195 45.895 0.863 2.06 2.55 2.21 2.79 48.893 47.42 24.52 1.1 -0.073

B1/16 to B1/17 750 RRJ2 3.16 1 60 1983 1.64 4.49 45.032 45 1.57 1.74 1.28 1.39 47.42 45.75 52.82 0.47 0.261

B10/1 to B9/2 375 RRJ2 8.58 1.07 5 29 0.15 0.81 56.864 56.772 0.199 9.7 9.7 0.24 0.24 57.062 56.869 2.25 1.1 1.272

B11/1 to B9/3 375 RRJ2 8.38 1 10 50 0.26 0.84 54.632 54.549 0.146 9.7 9.7 0.16 0.16 55.958 55.952 0.07 1.1 0.139

B13/1 to B9/8 375 RRJ2 9.71 2.31 25 19 0.06 1.02 52.072 51.848 0.492 4.5 4.5 0.24 0.24 52.283 52.28 0.03 1.1 1.28

B14/1 to B9/9 375 RRJ2 9.71 1.47 5 -56 0.25 0.96 49.094 48.951 0.412 4.5 4.5 0.21 0.21 50.518 50.497 0.22 1.1 0.054

B2/5 to B2/6 375 RRJ2 14.44 1 45 269 1.42 2.43 58.804 58.659 0.05 1.65 1.65 0.33 0.33 60.734 60.287 3.09 1.34 0

B2/6 to B1/7 375 RRJ2 8.1 1 120 278 1.46 2.51 58.609 58.528 0.05 1 1 0.28 0.28 60.287 59.98 3.79 1.23 -0.093

B3/1 to B1/3 375 RRJ2 8.05 1 20 31 0.16 0.64 61.511 61.431 0.05 4.5 4.5 0.09 0.09 62.154 62.151 0.04 1.1 0.808

B5/1 to B1/9 375 RRJ2 9.31 2.01 20 73 0.27 0.99 54.823 54.636 0.238 4.5 4.5 0.22 0.22 56.264 56.151 1.21 1.1 0.045

B6/1 to B1/11 375 RRJ2 10.89 2.81 20 -98 -0.31 1.23 51.677 51.372 0.403 4.5 4.5 0.35 0.35 52.916 52.874 0.39 1.1 0.262

B7/1 to B7/2 375 RRJ2 8.13 1 5 34 0.18 0.85 61.235 61.153 0.06 4.5 4.5 0.17 0.17 62.148 62.137 0.14 1.1 0.538

B7/2 to B7/3 375 RRJ2 24.84 1.51 20 79 0.34 1.29 61.094 60.719 0.05 7 7 0.34 0.34 62.137 62.104 0.13 1.1 0.522

B7/3 to B1/4 375 RRJ2 14.42 1 20 184 0.97 1.67 60.669 60.524 0.05 1.89 1.89 0.18 0.18 62.104 61.921 1.27 1.34 0.142

B8/1 to B7/3 375 RRJ2 8 1 20 57 0.3 0.69 60.823 60.743 0.075 4.5 4.5 0.11 0.11 62.156 62.104 0.65 1.1 0.105

B9/1 to B9/2 375 RRJ2 56.59 4.54 15 86 0.21 2.79 59.32 56.75 0.176 2.19 2.58 0.87 1.02 59.445 56.866 4.56 1.1 1.444

B9/2 to B9/3 375 RRJ2 47.01 4.38 15 182 0.46 3.08 56.573 54.516 0.113 7 7 0.88 0.88 56.788 55.952 1.78 1.1 1.399

B9/3 to B9/4 375 RRJ2 22.47 3.03 5 255 0.77 2.46 54.402 53.721 0.055 7 7 0.53 0.53 55.952 55.311 2.85 1.1 0.044

B9/4 to B9/5 375 RRJ2 35.18 2.93 15 298 0.92 2.77 53.666 52.634 0.102 1.14 1.14 0.44 0.44 55.311 54.21 3.13 1.1 -0.096

B9/5 to B9/6 375 RRJ2 17.66 2.48 45 317 1.06 2.87 52.532 52.094 0.05 7 7 0.45 0.45 54.21 53.655 3.14 1.1 -0.104

B9/6 to B9/7 450 RRJ2 8 1 10 376 1.22 2.37 52.044 51.964 0.05 2.14 2.68 0.47 0.54 53.655 53.09 7.06 1.15 0.006

B9/7 to B9/8 450 RRJ2 15.21 1 15 458 1.48 2.89 51.914 51.762 0.406 1.19 1.21 0.49 0.49 53.09 52.28 5.33 1.23 0.521

B9/8 to B9/9 450 RRJ2 49.58 5.58 20 475 0.65 2.99 51.356 48.589 0.05 1.73 2 0.67 0.75 52.28 50.497 3.6 1.1 0.98

B9/9 to B9/10 525 RRJ2 12.22 1 10 501 1.07 2.31 48.539 48.417 0.05 9.7 9.7 0.21 0.21 50.497 50.28 1.78 1.3 -0.113

B9/10 to B1/13 525 RRJ2 8 1 10 601 1.29 2.77 48.367 48.287 0.753 1.33 1.35 0.45 0.45 50.28 49.827 5.66 1.24 -0.175

BPB1/1 to BPB1/2 2 No Flow 5.12 1 5 0 0 0 63.882 63.831 0 0 0 0 63.882 63.831 1 0.6 0.448

BPB10/1 to BPB10/2 2 No Flow 6.19 1 5 0 0 0 53.3 53.238 0 0 0 0 53.3 53.239 0.99 0.6 0.447

BPB2/1 to BPB2/2 2 No Flow 5.01 1 5 0 0 0 62.748 62.698 0 0 0 0 62.748 62.698 1 0.6 0.448

BPB3/1 to BPB3/2 2 No Flow 5.34 1 5 0 0 0 62.399 62.346 0 0 0 0 62.399 62.346 0.99 0.6 0.447

BPB4/1 to BPB4/2 2 No Flow 5.34 1 5 0 0 0 62.428 62.374 0 0 0 0 62.428 62.374 1.01 0.6 0.448

BPB8/1 to BPB8/2 2 No Flow 5.15 1 5 0 0 0 58.421 58.37 0 0 0 0 58.421 58.37 0.99 0.6 0.448

BPB9/1 to BPB9/2 2 No Flow 5.57 1 5 0 0 0 54.014 53.959 0 0 0 0 54.014 53.959 0.99 0.6 0.447

DRAINAGE SYSTEM B

CADDENS HILL

STAGE 5


110358/CC534 A

110358CC534

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

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606

605

604

603

602

601

600

599

598

597

596

595

594

593

592

591

590

589

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587

586

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578

577

576

575

574

573

572

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567

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549

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541

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539

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537

536

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534

533

532

531

530

529

528

527

526

525

524

523

522

521

520

519

518

517

516

515

514

513

512

511

510

509

508

507

506

505

504

503

502

501

C

O

R

A

N

G

L

E

C

O

R

4

3

.

4

4

4

3

.

3

4

4

4

.

5

7

5

1

.

4

3

5

0

.

2

0

4

8

.

5

3

4

7

.

4

0

4

6

.

6

3

4

6

.

3

0

4

5

.

4

0

4

7

.

6

0

N

S

N

S

N

S

N

S

N

S

N

S

N

S

N

S

8

/

.

4

N

S

1

0

/

.

5

6

7

.

1

1

6

5

.

3

9

6

3

.

2

8

6

0

.

7

4

5

8

.

9

4

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7

.

9

5

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.

4

6

5

6

.

2

0

5

5

.

7

4

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6

.

2

0

5

6

.

0

4

5

6

.

5

3

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9

.

8

3

6

5

.

3

1

6

5

.

2

8

6

5

.

2

0

5

6

.

3

9

5

6

.

9

8

5

7

.

3

7

5

7

.

9

0

5

8

.

0

4

5

8

.

2

3

5

8

.

9

9

5

9

.

7

8

6

0

.

6

7

6

0

.

3

6

T

B

T

B

T

B

T

B

T

B

T

B

B

B

N

S

N

S

N

S

N

S

N

S

W

F

T

B

R

W

R

W

C

B

U

N

S

N

S

N

S

N

S

N

S

N

S

N

S

N

S

C

B

U

R

O

A

D

13

R

O

A

D

11

R

O

A

D

12

R

O

A

D

20

R

O

A

D

9

EXISTING SUBDIVISION

STAGE 3

FUTURE SUBDIVISION

STAGE 6

STATE

ARCHIVES

R

W

16

R

W

13

R

W

12

R

W

11

R

W

14

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

CONNECT RETAINING WALL SUB SOIL TO KERB SIDE

SUBSOIL LINE OR DRAINAGE STRUCTURE

PROVIDE RODDING EYES AT 60m OR AS DIRECTED

ONSITE BY SUPERINTENDENT

CONNECT RETAINING WALL SUB SOIL TO

DRAINAGE STRUCTURE

PROVIDE RODDING EYES AT 60m OR AS

DIRECTED ONSITE BY SUPERINTENDENT

CONNECT RETAINING WALL SUB SOIL TO

DRAINAGE STRUCTURE

PROVIDE RODDING EYES AT 60m OR AS

DIRECTED ONSITE BY SUPERINTENDENT

EXISTING SUBDIVISION

STAGE 4

DETENTION

BASIN &

RAINGARDEN C

DETENTION

BASIN &

RAINGARDEN B

CADDENS HILL

STAGE 5

RETAINING WALL PLAN

110358/CC535 A

110358CC535

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 6

:0

4:5

5 P

M F

ile

N

am

e: J:\1

10

35

8 - O

Co

nn

ell L

an

e, C

ad

de

ns\0

4 - S

ta

ge

5

\C

D\C

C\S

TA

GE

5

\1

10

35

8C

C5

35

.d

wg


PLAN

SCALE 1:1000

(LOT BOUNDARY)

RETAINING WALL

1000mm900mm

HEIGHT "H" <800mm

WALL

HEIGHT "H" >800mm - 1500mm

WALL

'A'

OFFSET

TYPICAL INTERALLOTMENT PIT SETBACK

SCALE 1:20

G.S.I.P.

'A

'

FILL SPACE BETWEEN PIT WALL AND

BLOCKS WITH FREE DRAINING MATERIAL

(TO MANUFACTURERS SPECIFICATIONS)

RETAINING WALL

30

0m

m

NO

M.

RETAINING WALL PROFILES SHOWN ARE

INDICATIVE ONLY.

REFER TO DESIGN & CONSTRUCT

CONTRACT BY OTHERS.

SUBJECT TO SEPARATE STRUCTURAL

PLANS & CERTIFICATIONS

METRES

1:1000 (AT A1)

20 10 0 10 20 30 40 50 60 70 80 90 100

1:2000 (AT A3)

TYPICAL DETAIL

CONCRIB RETAINING WALL

SCALE 1:20

HIGH SIDE BLOCKS

LOW SIDE BLOCKS

LO

T B

OU

ND

AR

Y

FENCE LINE

MILLIMETRES

1:20 (AT A1)

400 200 0 400 800 1200 1600 2000

METRES

1:50 (AT A1)

1 0 1 2 3 4 5

1:100 (AT A3)

TYPICAL DETAIL

CONCRIB RETAINING WALL

SCALE 1:20

LOW SIDE BLOCKS

HIGH SIDE BLOCKS

LO

T B

OU

ND

AR

Y

FENCE LINE

300mm

NOM.

H =

1

.5

m M

AX

.

H =

1

.5

m M

AX

.H

=

1

.5

m M

AX

.

THE LOCATION OF THE RETAINING WALL 14 IS TO BE

CONFIRMED ONSITE IN CONSULTATION WITH THE PCA

RETAINING WALL NOTES

HE

IG

HT

U

P T

O 9

00

ALL CORES FILLED AS SPECIFIED

AG DRAIN AT BASE OF GRAVEL BACKFILL

5-11 TM TRENCHMESH T&B, R6 TIES @ 900 C/C

N16-900 CENTRAL IN BLOCKS

DETAIL- RETAINING WALL UP TO 0.9m HIGH

N16 LONGITUDINAL BAR

CAPPING COURSE

GLUED TO BLOCKS

NOTE:

· TOW LEVELS SHOWN ARE TO UNDERSIDE OF CAPPING

· WALL TYPE IS FLUSH FACE KEYSTONE CHARCOAL COLOUR

(SUBJECTED TO CLIENT CONFIRMATION).

· WALL CONSTRUCTION IS SUBJECTED TO MANUFACTURER'S

CONSTRUCTION GUIDELINES AND SPECIFICATION

0.9FOOTPATH

TOW

TOF

0.3

LANDSCAPE

TYPICAL DETAIL

RETAINING WALL (FILL) LOCATION

SCALE 1:20

TOW

TOF

TYPICAL DETAIL

RETAINING WALL (CUT) LOCATION

SCALE 1:20

0.6

0.6

FOOTPATH

0.3

LANDSCAPE

PR

OP

ER

TY

B

OU

ND

AR

Y

STATE ARCHIVES LAND

FENCE LINE

FENCE LINE

PR

OP

ER

TY

B

OU

ND

AR

Y

STATE ARCHIVES LAND

0.6

0.9

SETOUT POINT

SETOUT POINT

1. FOOTING CONCRETE TO BE 25MPa PLACED AT 80mm SLUMP AND THROUGHTLY COMPACTED USING VIBRATOR.

2. GROUT TO BE 35MPa PLACED AT 110mm SLUMP AND MAXIMUM 10mm AGGREGATE, COMPACTED USING VIBRATOR.

3. SUBSOIL DRAINS MUST FALL TO AN ATMOSPHERIC OUTLET OR INTO A SEALED DRAINAGE SYSTEM AT 50m

INTERVALS ALONG WALL.

4, BACKFILL TO BE CAREFULLY PLACED AND COMPACTED TO 95% STANDARD DENSITY. MAX PARTCICLE SIZE 75mm.

5. REFER TO PLANS AND ELEVATIONS FOR LEVELS, STEP LOCATIONS AND POSITION OF WALLS ETC.

6. ENTIRE WIDTH OF FOOTING MUST BEAR ON STIFF NATURAL UNDISTURBED GROUND HAVING AT LEAST 200kPa

SAFE BEARING CAPACITY AND POSITION TO FOLLOW ROCK BEARING AS NECESSARY.

7. WHERE THE REQUIRED BEARING IS NOT AVAILABLE, PROVIDE 600mm DIAMETER MASS CONCRETE PIERS

AT 2.0m MAXIMUM CENTRES. PIER REQUIREMENTS TO BE SET OUT ON SITE AFTER EXCAVATION OF BASE SLAB.

RETAINING WALL 14 IS PART OF STAGE 5 APPROVAL

0.0

00

61

.8

18

61

.8

10

15

.0

00

61

.3

36

61

.1

35

30

.0

00

60

.8

59

60

.4

61

30

.7

30

60

.8

36

60

.4

28

40

.6

00

60

.4

75

59

.9

05

45

.0

00

60

.2

53

59

.6

72

53

.1

00

59

.8

45

59

.2

43

60

.0

00

59

.4

98

58

.8

77

65

.6

00

59

.2

16

58

.5

80

75

.0

00

58

.7

42

58

.0

82

78

.1

00

58

.5

86

57

.9

18

90

.0

00

57

.9

87

57

.2

87

90

.1

09

57

.9

81

57

.2

81

10

1.0

84

57

.4

29

56

.7

00

10

5.0

00

57

.2

31

56

.4

92

11

2.0

70

56

.8

75

56

.1

17

12

0.0

00

56

.4

76

55

.6

97

12

5.1

06

56

.2

19

55

.4

26

13

5.0

00

55

.7

31

54

.9

02

CHAINAGE

TOP OF WALL

GROUND LEVELS

TOE OF WALL

GROUND LEVELS

DATUM 49.0



13

5.0

00

55

.7

31

54

.9

02

13

7.6

06

55

.6

07

54

.7

64

15

0.0

00

55

.0

33

54

.1

07

16

5.0

00

54

.3

84

53

.3

12

18

0.0

00

53

.6

87

52

.5

17

18

6.4

34

53

.3

20

52

.1

76

19

5.0

00

52

.9

23

51

.9

08

20

1.5

53

52

.6

84

51

.7

03

21

0.0

00

52

.3

51

51

.8

47



RETAINING WALL PROFILES SHOWN ARE INDICATIVE ONLY.

REFER TO DESIGN & CONSTRUCT CONTRACT BY OTHERS.

SUBJECT TO SEPARATE STRUCTURAL PLANS & CERTIFICATIONS

LONGITUDINAL SECTION - RETAINING WALL 11


CO

NT

IN

UE

S A

BO

VE

CO

NT

IN

UE

D F

RO

M B

EL

OW

CHAINAGE

TOP OF WALL

GROUND LEVELS

TOE OF WALL

GROUND LEVELS

DATUM 49.0

31

.0

00

26

.4

26

46

.0

00

58

.5

00

70

.0

00

82

.5

00

92

.5

00

11

5.0

00

13

0.0

00

21

2.4

37

18

9.0

53

17

9.0

53

16

9.0

53

15

6.5

52

14

1.5

53

LOT 604

LOT 580

LOT 572 LOT 573 LOT 574 LOT 575 LOT 576 LOT 577 LOT 579 LOT 580LOT 578

LOT 581 LOT 582 LOT 583 LOT 584 LOT 585 LOT 586

CADDENS HILL

STAGE 5

RETAINING WALL SECTION

110358/CC536 A

110358CC536

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 6

:0

5:0

7 P

M F

ile

N

am

e: J:\1

10

35

8 - O

Co

nn

ell L

an

e, C

ad

de

ns\0

4 - S

ta

ge

5

\C

D\C

C\S

TA

GE

5

\1

10

35

8C

C5

36

.d

wg


1:200 (AT A1)

4 2 0 48

12 16 20

METRES

1:400 (AT A3)

109876

54321012

1:100 (AT A1)

METRES

1:200 (AT A3)

0.0

00

55

.3

00

3.3

61

55

.6

05

54

.8

08

6.7

58

55

.9

13

54

.8

29

11

.5

25

56

.3

44

54

.8

44

15

.0

00

56

.2

90

54

.8

36

30

.0

00

56

.0

54

54

.6

16

35

.0

08

55

.9

75

54

.4

75

40

.6

00

55

.7

44

54

.2

78

45

.0

00

55

.5

12

54

.0

93

53

.1

00

55

.0

86

53

.6

86

60

.0

00

54

.7

22

53

.2

69

63

.2

58

54

.5

51

53

.0

51

65

.6

00

54

.3

88

52

.8

88

73

.6

31

53

.6

96

52

.3

31

75

.0

00

53

.5

56

52

.2

74

76

.5

02

53

.4

02

52

.2

11

CHAINAGE

TOP OF WALL

GROUND LEVELS

TOE OF WALL

GROUND LEVELS

DATUM 46.0







TOP OF WALL

(RETAINING WALL 12)

STATE ARCHIVES

0.0

00

54

.2

01

54

.3

78

15

.0

00

55

.2

15

54

.7

85

16

.4

86

55

.3

13

54

.8

25

16

.5

28

55

.3

16

55

.3

16

28

.1

65

56

.4

33

56

.3

63

30

.0

00

56

.6

09

56

.3

34

40

.6

00

57

.3

13

56

.1

68

45

.0

00

57

.4

60

56

.0

99

51

.6

79

57

.3

69

55

.9

94

53

.1

00

57

.3

01

55

.9

52

55

.0

44

57

.2

08

55

.8

94

60

.0

00

56

.8

76

55

.6

31

65

.6

00

56

.3

59

55

.3

33

75

.0

00

55

.3

49

54

.8

33

78

.1

00

55

.0

16

54

.6

68

79

.9

18

54

.8

21

54

.5

72

86

.1

84

54

.1

48

54

.1

48

90

.0

00

53

.7

39

53

.7

38

90

.1

09

53

.7

27

53

.7

26

92

.4

29

53

.4

78

53

.4

77

92

.4

91

53

.4

70

52

.2

11

10

1.0

84

52

.4

59

51

.7

73

10

5.0

00

51

.9

98

51

.5

74

11

2.0

70

51

.1

67

51

.2

14

12

0.0

00

50

.2

34

50

.8

10

12

1.5

56

50

.0

70

50

.7

30

12

5.1

06

49

.7

02

50

.6

94

12

5.8

55

49

.6

24

50

.6

86

13

5.0

00

48

.6

77

49

.2

11

13

7.6

06

48

.4

06

48

.7

90

14

1.8

71

CHAINAGE

TOP OF WALL

GROUND LEVELS

TOE OF WALL

GROUND LEVELS

DATUM 42.0

LONGITUDINAL SECTION RW 12 BOT



TOE OF WALL

(RETAINING WALL 13)

STATE ARCHIVES

CADDENS HILL

STAGE 5


110358/CC537 A

110358CC537

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 6

:0

5:1

9 P

M F

ile

N

am

e: J:\1

10

35

8 - O

Co

nn

ell L

an

e, C

ad

de

ns\0

4 - S

ta

ge

5

\C

D\C

C\S

TA

GE

5

\1

10

35

8C

C5

37

.d

wg


1:200 (AT A1)

4 2 0 48

12 16 20

METRES

1:400 (AT A3)

109876

54321012

1:100 (AT A1)

METRES

1:200 (AT A3)




0.000

59.658

59.655

6.352

60.669

60.340

10.000

60.913

60.557

15.000

61.248

60.701

30.000

62.148

61.136

40.600

62.461

61.442

45.000

62.591

61.570

53.100

62.830

61.804

58.087

62.978

61.948

60.000

63.034

61.999

65.600

63.200

62.148

71.345

62.295

62.300

CHAINAGE

TOP OF WALL

GROUND LEVELS

TOE OF WALL

GROUND LEVELS

DATUM 53.0




255.000

52.302

52.817

257.704

52.432

52.952

270.000

53.126

53.557

285.000

54.087

54.309

286.644

54.201

54.378

CHAINAGE

TOP OF WALL

GROUND LEVELS

TOE OF WALL

GROUND LEVELS

DATUM 45.0

ARCHIVES PROPERTY




EXISTING RETAINING WALL PART OF STAGE 3 CONSTRUCTION

EXTENT & TYPE OF RETAINING WALL 14 TO BE CONFIRMED

LOT 552 LOT 551 LOT 550 LOT 549 LOT 548 LOT 547

58.700

69.614

48.700

36.200

23.700

13.700

4.756

280.644

RETAINING WALL 14 IS PART OF STAGE 5 APPROVAL

NOTE:

· TOW LEVELS SHOWN ARE TO UNDERSIDE OF CAPPING

· WALL TYPE IS FLUSH FACE KEYSTONE CHARCOAL COLOUR

(SUBJECTED TO CLIENT CONFIRMATION).

· WALL CONSTRUCTION IS SUBJECTED TO MANUFACTURER'S

CONSTRUCTION GUIDELINES AND SPECIFICATION

TYPE 1 - BORAL FLUSHFACE

KEYSTONE CHARCOAL

COLOUR RETAINING WALL

(SUBJECT TO CLIENT

CONFIRMATION)

LEGEND

NOTE: T.O.W LEVELS SHOWN

ARE TO UNDERSIDE OF CAPPING

TOW 54.4

TOF 53.7

TOF 54.1

TOW 54.6

CADDENS HILL

STAGE 5


110358/CC538 A

110358CC538

A.H.D

M.G.A


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 6

:0

5:3

1 P

M F

ile

N

am

e: J:\1

10

35

8 - O

Co

nn

ell L

an

e, C

ad

de

ns\0

4 - S

ta

ge

5

\C

D\C

C\S

TA

GE

5

\1

10

35

8C

C5

38

.d

wg


1:200 (AT A1)

4 2 0 48

12 16 20

METRES

1:400 (AT A3)

109876

54321012

1:100 (AT A1)

METRES

1:200 (AT A3)

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

4

4

.

0

5

4

4

.

1

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4

3

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9

8

4

3

.

9

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4

3

.

4

4

4

3

.

3

4

4

3

.

5

7

4

3

.

8

24

3

.

5

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3

.

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3

.

7

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B

T

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3

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.

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.

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3

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.

3

0

4

5

.

4

0

4

7

.

6

0

N

S

N

S

N

S

N

S

N

S

N

S

8

/

.

4

N

S

1

0

/

.

5

R

O

A

D

12

STATE ARCHIVES

606

R

L

4

4

.

6

IL44.5

4:1

4:1

4:1

4

:1

R

L

4

5

.7

0

4:1

R

L

4

4

.1

0

R

L

4

4

.

2

R

L

4

4

.

2

R

L

4

4

.

5

OUTLET CONTROL PITS,

SEE DETAIL IN PLAN CC542

R

L

4

4

.

5

R

L

4

5

.

7

0

RL43.90

O

'C

O

N

N

E

LL

S

T

R

E

E

T

EX

. 600Ø

P

IP

E

BASIN OUTLET/ STILLING

POOL, SEE DETAIL IN

PLAN CC542

6

0

0

Ø

P

I

P

E

R

L

4

4

.

6

INV 42.40

(NOM.)

INV 43.14 (NOM.)

F

U

T

U

R

E

1

2

0

0

X

6

0

0

R

C

B

C

INV 43.0

B

C

C

5

4

1

A

C

C

5

4

1

GPT MODEL HG27-L-MC

PROPOSED

SUBSTATION

CONNECTION TO MAINTENANCE

ACCESS TO BE COMPLETED AS PART

OF O CONNELL STREET UPGRADE

EMERGENCY OVERFLOW

SPILLWAY LINED WITH

REINFORCED TURF

ENKAMAT OR EQUIVALENT

MAINTENANCE TO BASIN.

CONSTRUCT 150mm THICK 32MPa

CONCRETE WITH SL82 MESH ON

100mm COMPACTED SUBBASE

BJ/12

BJ/13

BJ/14

R

L

4

5

.

7

0

(

N

O

M

.

)

B1/14

B1/13

B1/15

B1/16

B1/17

750∅

750∅

750∅

750∅

375∅

225∅

R

O

C

K

W

A

LL 1

R

O

C

K

W

A

LL 2

REGRADE TO FALL INTO

EXISTING HEADWALL

PROPOSED CATCH DRAIN

REINFORCED TURF

1m WIDE ROCK

APRON

R

L

4

4

.

2

R

L

4

4

.

5

R

L

4

4

.

2

R

L

4

4

.

5

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

RAINGARDEN AREA 780m²

2

2

5

Ø

u

P

V

C

1

0

0

Ø

S

S

T

Y

P

.

1

0

0

Ø

S

S

T

Y

P

.

1

0

0

Ø

S

S

T

Y

P

.

1

5

0

Ø

u

P

V

C

1

0

0

Ø

S

S

T

Y

P

.

IL

4

4

.3

5

I

L

4

4

.

3

5

T

Y

P

.

I

L

4

4

.

3

5

T

Y

P

.

I

L

4

4

.

3

5

T

Y

P

.

IL

4

4

.0

PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 6

:0

6:3

1 P

M F

ile

N

am

e: J:\1

10

35

8 - O

Co

nn

ell L

an

e, C

ad

de

ns\0

4 - S

ta

ge

5

\C

D\C

C\S

TA

GE

5

\1

10

35

8C

C5

39

.d

wg


CADDENS HILL

STAGE 5

BASIN PLAN

110358/CC539 A

110358CC539

A.H.D

M.G.A


BASIN PERFORMANCE TABLE

AEP PEAK INFLOW PEAK OUTFLOW

STORAGE USED (m³)

TOP WATER LEVEL

MAX FLOW (m³/sec) MAX FLOW (m³/sec)

1% 3.07 1.80 1600 45.57

20% 1.890 0.62 985 45.21

PLAN

SCALE 1:250

STAGE 3: WHEN UPSTREAM HOUSE BUILDING ACTIVITIES HAVE BEEN SUBSTANTIALLY

COMPLETED (APPROX. 90%), THE SEDIMENT BASIN SHALL BE DECOMMISSIONED AND THE

BIO-RETENTION BASIN SHALL BE COMPLETED. (SILT REMOVED, MEDIA BED, SUBSOILDRAINAGE AND FINAL BASIN BASE PLANTING INSTALLED).

THE BIO-RETENTION BASIN IS TO BE MAINTAINED FOR 3 YEARS PRIOR TO HANDOVER.

DEVELOPMENT STAGES OF RAINGARDEN & DETENTION BASIN

STAGE 2: AT END OF PRACTICAL COMPLETION SEDIMENT BASIN BOTTOM SHALL BE DEWATERED& DESILTED BUT SHALL REMAIN TO OPERATE AS A SEDIMENT BASIN. BASIN BATTERS SHALL BESHALL BE TURFED UNLESS DIRECTED OTHERWISE. BASIN BASE CAN BE LINED WITH A SACRIFICIALTURF FOR AESTHETICS. THE DETENTION FUNCTION OF THE BASIN SHOULD BE OPERATIONAL.MEDIA BED AND SUBSOIL DRAINAGE ARE NOT INSTALLED AT THIS STAGE. GPT TO BE CLEANEDPRIOR TO ISSUE OF SUBDIVISION CERTIFICATE.

STAGE 1: DURING CIVIL WORKS CONSTRUCTION, RETAIN EXISTING FORMED SEDIMENT

BASIN. MEDIA BED & SUBSOIL DRAINAGE ARE NOT INSTALLED AT THIS STAGE.

THIS PLAN SHOULD BE READ IN CONJUNCTION

WITH LANDSCAPE PLANS BY PLACE DESIGN

GROUP (SUBJECT TO SEPARATE CC APPROVAL)

ON SITE DETENTION CONSTRUCTION TOLERANCES

THE OPERATION OF THE ON SITE DETENTION SYSTEM IS HIGHLY SENSITIVE TO

THE FOLLOWING ELEMENTS WITHIN EACH OF THE BASINS. THE CONTRACTOR

IS TO ENSURE THAT:

TOLERANCE

WEIR LEVELS +25mm, -0mm

WEIR LENGTHS ±50mm

PIT LEVELS ±15mm

PIPE LEVELS AND GRADES ±15mm, ±0.2%

FINISHED FLOOR LEVELS +25mm, -0mm

A REGISTERED SURVEYOR SHALL BE USED TO SET OUT THE CONSTRUCTION

OF THESE ELEMENTS FOR BOTH LINE AND LEVEL AND IS REQUIRED TO

PROVIDE A DETAILED WORK AS EXECUTED SURVEY IN ORDER TO CONFIRM

THAT THE CRITICAL ELEMENTS COMPLY WITH THE INTENT OF THE DESIGN.

BASIN C

RAINGARDEN AREA REQUIRED 780m²

RAINGARDEN AREA PROVIDED 786m²

METRES

25201510505

1:250 (AT A1)

1:500 (AT A3)

0.80 DIA.

RAINGARDEN INLET 1 (PIT BJ/14)

SCALE N.T.S.

Ø375 FLOW

RL 45.4

ADDITIONAL ROCK OVER

PIPE MINIMUM 0.8m²

EXTEND WINGWALL AS

INDICATED ON PLAN

1

4

2.7m

0.5m

0.6m DIAMETER ANGULAR

ROCK CUT OFF WALL

MEDIA BED

RL 44.2

MINIMUM 0.8m WIDTH

SIZED ROCK

STACKED ROCK HEADWALL

HEADWALL INLET STRUCTURE

N.T.S

3.0m (NOM)

Ø375/Ø750

PIPE

INV 44.5

STACKED ROCK WALL

RAINGARDEN INLET 2 (PIT B1/17)

SCALE N.T.S.

FLOW

Ø750

RL 46.0

1m WIDE ROCK APRON

EXTEND WINGWALL AS

INDICATED ON PLAN

6.6m

0.5m

AA

1.0m

ANGULAR ROCK

GROUTED TO

BASE


ROCK CUT OFF WALL

MEDIA BED

RL 44.5

INV 45.0

( NOM. 75 - 150mm AGGREGATE )

COARSE GRAVEL BED 200mm DEPTH

(BIDIM A44)

UNDER GRAVEL

APPROVED GEOFABRIC BASE

MIN. 900mm DIA.

ROCKS TO BE

USED TO FORM

DROP STRUCTURE

DIRECTION OF FLOW

DIRECTION OF FLOW

TYPICAL DROP STRUCTURE DETAIL

SCALE N.T.S.

0.5

m N

OM

.

AA

DROP STRUCTURE

STACKED ROCK WALL

697

606

0

.0

0

0

15.000

30.000

45.000

6

0

.

0

0

0

7

5

.0

0

0

9

0

.

0

0

0

105.000

1

0

7

.7

2

0

TP0.278

TP

16.921

TP

50.098

T

P

7

0

.0

9

6

T

P

8

6

.1

2

0

T

P

1

0

5

.8

4

6

0.000

15.000

3

0

.0

0

0

6

0

.

0

0

0

75.000

76.660

IP

11.632

IP

26.885

IP

3

2

.2

7

0

IP

56.127

I

P

6

0

.

8

9

9

RO

CK

W

ALL 2

R

O

C

K

W

A

LL 1

R

O

A

D

12

PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 6

:0

6:5

0 P

M F

ile

N

am

e: J:\1

10

35

8 - O

Co

nn

ell L

an

e, C

ad

de

ns\0

4 - S

ta

ge

5

\C

D\C

C\S

TA

GE

5

\1

10

35

8C

C5

40

.d

wg


CADDENS HILL

STAGE 5

BASIN RETAINING WALL PLAN

110358/CC540 A

110358CC540

A.H.D

M.G.A


1:200 (AT A1)

4 2 0 48

12 16 20

METRES

1:400 (AT A3)

LONGITUDINAL SECTION - ROCK WALL 2



LONGITUDINAL SECTION - ROCK WALL 1




0 290807.91 6260844.54 189°25'40.42"

0.28 290807.86 6260844.27 189°25'40.42"

8.6 290806.16 6260834.03 11 16.64

16.92 290795.84 6260835.13 276°06'48.07"

50.1 290762.85 6260838.67 276°06'48.07"

60.1 290749.86 6260840.06 12.2 20

70.1 290752.14 6260852.92 10°02'04.11"

86.12 290754.93 6260868.7 10°02'04.11"

95.98 290757.16 6260881.28 12.2 19.73

105.85 290769.62 6260878.48 102°40'33.55"

107.72 290771.45 6260878.07 102°40'33.55"

ROCK WALL 2

CHAINAGE EASTING NORTHING BEARING

0 290805.76 6260826.22 267°54'20.79"

11.63 290794.13 6260825.8

26.89 290779.02 6260827.88

32.27 290773.8 6260826.58

56.13 290750.16 6260829.84

60.9 290746.14 6260832.42

76.66 290730.53 6260834.57 277°51'24.99"

ROCK WALL 1

109876

54321012

1:100 (AT A1)

METRES

1:200 (AT A3)

METRES

25201510505

1:250 (AT A1)

1:500 (AT A3)

'H'

UP TO 0.5 0.8

0.5 TO 1.0 1.0

1.0 TO 1.5 1.2

1.5 TO 2.0 1.4

'W'

BASE WIDTH

1

2

1.0 max.0.5

10

1

10

1

GEOFABRIC

SEE

DETAIL 'A'

SE

TO

UT

L

IN

E

4

:1

B

A

T

T

E

R

ROCK RETAINING WALL

SCALE 1:25

ROCK SET INTO

FRESH CONCRETE

GEOTEXTILE BETWEEN

CUT BATTER AND

GRAVEL BACKFILL

SUBSOIL DRAIN

IN GRAVEL

MASS CONCRETE

SEE NOTE 5

BASE

DETAIL 'A'

SCALE 1:20

'W'

30

0

'W'



0.0

00

49

.5

00

49

.0

00

15

.0

00

49

.9

13

49

.0

00

16

.1

78

49

.9

44

49

.0

00

30

.0

00

50

.5

72

49

.4

36

32

.0

32

50

.6

76

49

.5

00

45

.0

00

51

.2

66

50

.1

65

46

.6

52

51

.3

38

50

.2

50

60

.0

00

52

.0

57

51

.0

26

75

.0

00

52

.8

04

51

.8

98

76

.6

60

52

.8

91

51

.9

94

CHAINAGE

TOP OF WALL

GROUND LEVELS

TOE OF WALL

GROUND LEVELS

DATUM 42.0

0.0

00

45

.7

02

45

.7

00

0.2

78

45

.7

49

45

.7

05

15

.0

00

47

.4

96

45

.9

68

16

.8

11

47

.4

95

46

.0

00

16

.9

21

47

.4

95

46

.0

00

30

.0

00

47

.4

94

46

.0

00

45

.0

00

47

.4

93

46

.0

00

50

.0

98

47

.4

92

46

.0

00

60

.0

00

47

.4

91

46

.0

00

70

.0

96

47

.4

90

46

.0

00

75

.0

00

47

.4

89

46

.0

00

86

.1

20

47

.4

88

46

.0

00

90

.0

00

47

.4

88

46

.0

00

10

5.0

00

46

.6

48

46

.0

00

10

5.8

36

46

.4

33

46

.0

00

10

5.8

46

46

.4

30

45

.9

98

10

7.7

20

46

.0

00

45

.7

00

CHAINAGE

TOP OF WALL

GROUND LEVELS

TOE OF WALL

GROUND LEVELS

DATUM 39.0

PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

CLIENT:

DATUM:





Plo

tte

d: 2

2 A

ug

ust , 2

01

7 6

:0

7:1

9 P

M F

ile

N

am

e: J:\1

10

35

8 - O

Co

nn

ell L

an

e, C

ad

de

ns\0

4 - S

ta

ge

5

\C

D\C

C\S

TA

GE

5

\1

10

35

8C

C5

41

.d

wg


CADDENS HILL

STAGE 5

BASIN SECTIONS

110358/CC541 A

110358CC541

A.H.D

M.G.A


0.0

00

48

.7

14

6.6

70

47

.7

64

10

.6

51

47

.5

00

12

.1

51

46

.0

00

15

.0

00

45

.2

88

19

.3

51

44

.2

00

30

.0

00

44

.2

00

45

.0

00

44

.2

00

60

.0

00

44

.5

00

62

.5

15

44

.5

00

68

.5

15

45

.4

41

45

.7

00

71

.4

53

45

.4

87

45

.7

04

75

.0

00

45

.5

44

45

.6

65

79

.4

43

45

.6

17

45

.6

17

CHAINAGE

EXISTING

SURFACE

DESIGN

LINE GRADING

DATUM 42.0

0.0

00

44

.8

94

45

.4

41

7.9

29

45

.6

0

9.4

30

45

.6

0

15

.0

00

44

.6

0

30

.0

00

44

.2

00

39

.8

34

44

.2

00

45

.0

00

45

.4

90

47

.0

43

46

.0

00

48

.5

45

47

.5

00

53

.2

28

48

.6

48

56

.6

46

49

.3

96

58

.2

75

50

.3

88

59

.4

68

50

.4

04

59

.5

12

50

.3

88

60

.0

00

50

.3

98

63

.8

23

50

.4

76

63

.9

73

50

.4

76

64

.0

13

50

.3

26

64

.4

63

50

.3

66

68

.0

14

50

.4

84

CHAINAGE

EXISTING

SURFACE

DESIGN

LINE GRADING

DATUM 42.0

SECTION

SCALE

A

CC539

1:250

1:100

H

V

SECTION

SCALE

B

CC539

1:250

1:100

H

V

100 YR TWL 45.57

1

4

1

4

LO

T B

OU

ND

AR

Y

1

4

1

4

1

4

ST

AC

KE

D R

OC

K

RE

TA

IN

IN

G W

AL

L

ST

AC

KE

D R

OC

K

RE

TA

IN

IN

G W

AL

L

ST

AC

KE

D R

OC

K

RE

TA

IN

IN

G W

AL

L

RO

AD

1

2

O'C

ON

NE

LL

S

TR

EE

T

EX

L

OT

B

OU

ND

AR

Y

RAINGARDEN MEDIA BED DETAIL 'C'

SCALE 1:20

EXTENDED DETENTION STORAGE

5-7mm SIZED

AGGREGATE

100mm DEPTH, COARSE

WASHED SAND.

SIZE 1.0-1.4mm TYPICAL

BIDIM A14 GEOFABRIC

SUBSOIL DRAIN

5.0m SPACING

NO GEOFABRIC SOCK

30

0m

m

INSITU CLAY COMPACTED

TO 98% STANDARD TO

ENSURE LOW PERMEABILITY

FOR LOCATION AND PIPE

SIZE SEE PLAN CC539

TOP OF DRAINAGE LAYER ONLY

RODDING EYE/SUBSOIL DETAIL

SCALE 1:20

0.4

RAINGARDEN

600

RAINGARDEN

UNSLOTTED "OBLIQUE

TEE CONNECTOR"

CONCRETE BORDER

300 X 300 X 75mm

SCREW-ON COVER

100mm DEPTH, COARSE

WASHED SAND. SIZE

1.0-1.4mm TYPICAL

CONCRETE BORDER

300 X 300 X 75mm

SCREW-ON COVER

100Ø CORRUGATED

PLASTIC SUBSOIL

DRAINAGE PIPE

UNSLOTTED "OBLIQUE

TEE CONNECTOR"

CAPPED

END

BIDIM A14 GEOTEXTILE

SUBSOIL DRAIN

SUBSOIL

DRAIN

UPVC DRAIN

0% TO 0.5%

FLAT

FLAT

10

0

0.5

0.1

0.2

5

SANDY LOAM MEDIA BED

PLAN

SCALE 1:250

METRES

25201510505

1:250 (AT A1)

1:500 (AT A3)

109876

54321012

1:100 (AT A1)

METRES

1:200 (AT A3)

MILLIMETRES

1:20 (AT A1)

400 200 0 400 800 1200 1600 2000

MEDIA MATERIAL IN BIO FILTRATION

DEFINITIONS - AS1726-1993

SEDIMENT

BOULDERS

COBBLES

GRAVELS

COURSE

MEDIUM

FINE

SANDS

COURSE

MEDIUM

FINE

SILTS

COURSE

MEDIUM

FINE

CLAYS COLLOIDAL

>200

63-200

20-63

6-20

2.36-6

0.6-2.36

0.2-0.6

0.075-0.2

0.02-0.075

0.006-0.02

0.002-0.006

<0.002

SIZE(mm)

EC dS/m

Fine Gravel

Course Sand

Medium Sand

Fine Sand

Very Fine Sand

<3%

7-10%

40-60%

10-30%

5-30%

Preferred Mix

Percentage of Mix

Clay and Silt <3%

Organic Matter <5%

IN REFERENCE TO ABOVE MIX TABLE, THE FOLLOWING PERFORMANCE

PARAMETERS SHALL BE APPLIED.

FREE OF BRUSH OR SEED FROM WEEDS

WOODY MATERIAL OVER 25mm DIAMETER

FREE OF STONES, STUMPS, ROOTS, OR OTHER

HYDRAULIC CONDUCTIVITY >=80mm/HR

-DETERMINED BY THE McINTYRE AND JAKOBSEN TEST

NATA REGISTERED SOIL LABORATORY

ELECTRICAL CONDUCTIVITY <1.2dS/m

PHOSPHORUS CONCENTRATION <20mg/kg FOR P SENSITIVE PLANTS

NITROGEN DRAWDOWN >0.5

CIRCUMNEUTRAL pH

SANDY LOAM TO LOAMY SAND TEXTURE

METHOD (1993) AND CARRIED OUT BY AN INDEPENDENT

&/OR THE PREDICTED AND ACTUAL VALUES USING

USGA OR ASTM F1815-06 STANDARD TESTING PROCEDURES

(FOR VERY P SENSITIVE PLANTS USED: P<5mg/kg)

GYPSUM APPLIED AT 2kg/cu.m

BULK DENSITY TO BE BETWEEN 1.1 g/cum & 1.8 g/cum

PLACEMENT:

THE MEDIA SHALL BE PLACED IN 300mm LIFTS AND LOOSELY COMPACTED.

Benedict Sand & Gravel Bio-Retention Filter Media M165 generally complies with FAWB

specification and is considered "fit for purpose" as a suitable filter media for use within

a Bio-Filtration stormwater treatment practice.

TOLERANCE RATING dS/m

Sensitive

Very Low

<0.95

Moderately Sensitive

Low 0.95-1.9

Moderately Tolerant

Medium 1.9-4.5

Tolerant

High

4.5-7.7

Very Tolerant Very High

7.7-12.2

Too Saline Extreme >12.2

13

.9

5

5 YR TWL 45.21

EDZ TWL 44.50

EXISTING

CARRIAGEWAY

STATE

ARCHIVE

100 YR TWL 45.57

5 YR TWL 45.21

EDZ TWL 44.50

1

:

7

INDICATIVE O CONNELL

STREET UPGRADE LEVEL

FUTURE SPILLWAY LEVEL

LINED WITH REINFORCED

TURF

INTERIM SPILLWAY LINED

WITH SACRIFICIAL TURF

ON 75mm TOPSOIL

CONCRETE EDGE

STRIP SET AT RL45.60

44

.2

00

51

.4

00

44

.2

00

>

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EX

. 600Ø

PIP

E

6

0

0

Ø

P

I

P

E

INV 43.14 (NOM.)

F

U

T

U

R

E

1

2

0

0

X

6

0

0

R

C

B

C

A

CC542

RL 42.5

RL 42.5

RL 44.0

RL 43.9

RL 43.9

6.5

TEMPORARY TAILOUT TO EXISTING

HEADWALL. BASE & BATTERS TO

BE REINFORCED TURF

PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

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DATUM:





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CADDENS HILL

STAGE 5

BASIN DETAILS

110358/CC542 A

110358CC542

A.H.D

M.G.A


OUTLET CONTROL PIT - SECTION

SCALE 1:25

PROPOSED 225Ø uPVC

SUBSOIL LINE

RL 44.50

RL 45.12

RL 45.70

IL 43.3IL 43.30IL 43.25

Ø600 OUTLET PIPEØ600 OUTLET PIPE

EDZ 44.50

Ø600 OUTLET PIPE

Ø600 OUTLET PIPE

5 YR TWL 45.21

100 YR TWL 45.57

Ø430 ORIFICE

PLATE

WELDLOK SPG 1212 OR

APPROVED EQUIVALENT

WELDLOK SPG 1212 OR

APPROVED EQUIVALENT

4.00

1.2

1.2

1.2

1.2

0.60

CONSTRUCT CONCRETE NIB TO THIS

SIDE OF PIT TO PROVIDE 2.4m WEIR

LENGTH

CONSTRUCT CONCRETE NIB TO THIS

SIDE OF PIT TO PROVIDE 2.4m WEIR

LENGTH

OUTLET CONTROL PIT DETAIL

SCALE 1:25

300Ø ROCK SUROUND

ON BIDIM A14

ORIFICE PLATE

SCALE 1:25

800

70

0

CIRCULAR HOLE WITH SHARP EDGES

MACHINED TO 0.5mm ACCURACY

3mm THICK STAINLESS STEEL PLATE

M10 STAINLESS CHEMICAL ANCHORS

OR EQUIVALENT

700

4

3

0

Ø

0.60

FLOW

600Ø

TO BE 200-300mm

MIN. ROCK SIZE IN POOL

( NOM. 75 - 150mm AGGREGATE )

COARSE GRAVEL BED 200mm DEPTH

0.8m DIAMETER

ANGULAR ROCK

TO ACT AS STILLING BLOCKS

END AND SPACED 500mm C/C

SET BACK 1000mm FROM POOL

LARGER ROCKS (min 600-700mmØ)

BIDIM A44

GEOTEXTILE

BASIN OUTLET DETAIL

N. T. S.

IL43.0

RL42.50 RL 42.75

TOW 43.90

OBV 43.6

DIRECTION OF FLOW

SECTION A-A

BOULDERS SHALL BE MACHINE PLACED

SPACES BETWEEN SHALL BE FILLED WITH

SMALLER BOULDERS AND LOCKED IN WITH

A CROW BAR.

2.50m(NOM)

BASIN OUTLET PLAN

SCALE 1:100

600Ø

FLOW

RL 42.64

6.50m(NOM)

25002000150010005000500

1:25(AT A1)

MILLIMETRES

EX. ROAD LEVEL

1

4

552

551

DETENTION BASIN

& RAINGARDEN B

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HUMEGARD HG30A-XM-L

PROPOSED MONOWILLS BALL

AND TUBE RAILING

RL57.5

8

2

5∅

A10/11

A10/10

A10/12

825∅

525∅

PROPOSED MONOWILLS

BALL AND TUBE RAILING

E

J

D

J

IJ

IJ

IJ

R

O

A

D

12

D

J

E

J

D

J

IJ

IJ

D

J

E

J

D

J

E

J

IJ

I

J

HUMEGARD HG27-L-MC

PROPOSED MONOWILLS


R

O

A

D

12

HUMEGARD HG27-L-MC

PROPOSED MONOWILLS


PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

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DATUM:





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CADDENS HILL

STAGE 5

BASIN B OUTLET DETAILS

110358/CC543 A

110358CC543

A.H.D

M.G.A


BASIN B OUTLET PLAN

SCALE 1:250

LEGEND

EJ = DENOTES EXPANSION KEY JOINTS

DJ = DENOTES DUMMY JOINTS

IJ = DENOTES ISOLATION JOINTS

Lock to Lock Time

SERVICE VEHICLE

Width

Track

Steering Angle

1.50 5.00

meters

:

:

2.50

2.50

:

38.7:

6.0

8.80

GPT HARDSTAND JOINTING PLAN

SCALE 1:100

SWEPT PATH PLAN

SCALE 1:250

1:200 (AT A1)

4 2 0 48

12 16 20

METRES

1:400 (AT A3)

109876

54321012

1:100 (AT A1)

METRES

1:200 (AT A3)

ISOLATION JOINT (IJ)

JOINTING DETAILS

SCALE: 1:10

EXPANSION JOINT (EJ)DETAIL - SAWN JOINT (SJ)

SL82 MESH WITH

50mm COVER

75mm

CONCRETE

PAVEMENT

10mm THICK BITUMEN

IMPREGNATED FIBRE BOARD

CONNOLLY EXJ150 OR APPROVED

EQUIVALENT, 150 DEEP METAL KEY JOINT

ON STAKES WITH 10 DEEP REMOVABLE

CAPPING STRIP AND SEALANT

SL82 MESH WITH

50mm COVER

R16 GAV DOWELS AT 350c/c

450 LONG WITH PVC SLEEVES

TWIST-FIX INTO KEY JOINT

SL82 MESH WITH

50mm COVER

INTERFACE WITH DRIVEWAY

1000900800700600

5004003002001000100200

1:10 (AT A1)

MILLIMETRES

MINIMUM 0.8m WIDTH

SIZED ROCK

STACKED ROCK HEADWALL

HEADWALL INLET STRUCTURE

N.T.S

3.0m (NOM)

PIPE Ø825

RAINGARDEN INLET (PIT A10/12)

SCALE N.T.S.

FLOW

825mm

RL 58.8

ADDITIONAL ROCK OVER

PIPE MINIMUM 0.8m²

EXTEND WINGWALL AS

INDICATED ON PLAN

1

4

6.0m

0.5m

AA

1.0m

ANGULAR ROCK

GROUTED TO

BASE

0.80 DIA.

PROPOSED MONOWILLS



ROCK CUT OFF WALL

MEDIA BED

RL 57.5

INV 57.5

AutoCAD SHX Text

SERVICE VEHICLE

AutoCAD SHX Text

AUSTROADS 2013 (AU)

AutoCAD SHX Text

SERVICE VEHICLE

AutoCAD SHX Text

AUSTROADS 2013 (AU)

AutoCAD SHX Text

SERVICE VEHICLE

AutoCAD SHX Text

AUSTROADS 2013 (AU)

AutoCAD SHX Text

(c) 2016 Transoft Solutions, Inc. All rights reserved.

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DETENTION

BASIN &

RAINGARDEN C

DETENTION

BASIN &

RAINGARDEN B

EXISTING

SUBDIVISION

STAGE 3

FUTURE

SUBDIVISION

STAGE 6

EXISTING

SUBDIVISION

STAGE 4

O'C

ON

NE

LL S

TR

EE

T

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CADDENS HILL

STAGE 5

SOIL & WATER MANAGEMENT PLAN

110358/CC544 A

110358CC544

A.H.D

M.G.A


PLAN No:

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& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

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METRES

1:1000 (AT A1)

20 10 0 10 20 30 40 50 60 70 80 90 100

1:2000 (AT A3)

PLAN

SCALE 1:1000

LEGEND

STABILISED SITE ACCESS

SEDIMENT FENCE

MESH AND GRAVEL INLET FILTER

GEOTEXTILE INLET FILTER

STRAW BALES

PLAN No:

DATEAMENDMENT




& PROJECT MANAGERS

DES DRN CKD APR

FILE No:

AZIMUTH:

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CADDENS HILL

STAGE 5

SOIL & WATER MANAGEMENT NOTES

110358/CC545 A

110358CC545

A.H.D

M.G.A


SOIL AND WATER MANAGEMENT NOTES

LAND USE

CONSTRUCTION

AREAS

ACCESS AREAS

REMAINING LANDS

LIMITATION

DISTURBANCE TO BE NO FURTHER

THAN 5m (PREF 2m) FROM THE

EDGE OF ANY ESSENTIAL

ENGINEERING ACTIVITY AS SHOWN

ON THESE PLANS

LIMITED TO A MAXIMUM WIDTH OF

10m

ENTRY PROHIBITED EXCEPT FOR

ESSENTIAL THINNING OF PLANT

GROWTH

COMMENTS

ALL SITE WORKERS WILL CLEARLY RECOGNISE

THESE ZONES - WHERE APPROPRIATE THE

CONSTRUCTION AREAS ARE TO BE IDENTIFIED WITH

BARRIER FENCING (DOWNSLOPE) OR SIMILAR

MATERIAL.

THE SITE MANAGER SHALL DETERMINE AND MARK

THE LOCATION OF THESE ZONES ONSITE. THEY CAN

VARY IN POSITION TO BEST CONSERVE THE EXISTING

VEGETATION AND PROTECT DOWNSTREAM AREAS

WHILE BEING CONSIDERATE OF THE NEEDS OF

EFFICIENT WORKS ACTIVITIES. ALL SITE WORKERS

SHALL CLEARLY RECOGNISE THEIR BOUNDARIES.

WHERE APPROPRIATE THE ACCESS AREAS ARE TO

BE MARKED WITH BARRIER MESH, SEDIMENT

FENCING OR SIMILAR MATERIALS.

THINNING OF GROWTH MAY BE REQUIRED FOR FIRE

HAZARD REDUCTION.

NOTE:

WORKS WITHIN WATERWAYS AND CREEKS SHALL BE RESTRICTED AS DIRECTED - ALL LANDS WITHIN CREEKS

AND WATERWAYS SHALL HAVE C-FACTORS BELOW 0.05 FROM 1st JANUARY TO 15th MAY USING MATERIALS

THAT CAN CATER FOR CONCENTRATED FLOWS.

14. WORKS ARE TO BE UNDERTAKEN IN THE FOLLOWING SEQUENCE. EACH SUBSEQUENT STAGE IS NOT TO

COMMENCE UNTIL THE PREVIOUS ONE IS COMPLETE:-

a. INSTALL ALL BARRIER AND SEDIMENT FENCING WHERE SHOWN ON THE PLAN AND TO DETAIL(SD) 6-8.

b. CONSTRUCT STABILISED SITE ACCESS AS SHOWN ON THE PLAN AND TO DETAIL (SD) 6-14.

c. CONSTRUCT LOW FLOW EARTH BANKS WHERE SHOWN ON THE PLAN AND TO DETAIL (SD) 5-5.

d. PROVIDE TEMP. ACCESS TO THE SEDIMENT BASIN(S)AND PROTECT THIS WITH SEDIMENT FENCING (SD) 6-8

OR BARRIER FENCING AND EARTH BANKS (SD) 5-5.

e. PLACE SEDIMENT FENCING (SD) 6-8 DOWNSLOPE OF LANDS TO BE DISTURBED FOR CONSTRUCTION OF

THE SEDIMENT BASINS.

f. CONSTRUCT SEDIMENT BASIN(S) GENERALLY IN ACCORDANCE WITH (SD) 6-4

g. STABILISE LAND SURFACES DISTURBED BY CONSTRUCTION OF THE SEDIMENT BASIN(S) AS SOON AS

FINAL LEVELS ARE ESTABLISHED

h. CLEAR THE SITE AND STRIP AND STOCKPILE THE TOPSOIL IN THE LOCATIONS SHOWN ON THE PLAN OR AS

DIRECTED BY THE SITE SUPERINTENDENT TO DETAIL (SD) 4-1.

i. UNDERTAKE ALL ESSENTIAL CONSTRUCTION WORKS.

j. GRADE LOT AREAS TO FINAL GRADES AND APPLY PERMANENT STABILISATION (LANDSCAPING) WITHIN 14

DAYS OF COMPLETION OF CONSTRUCTION WORKS.

k. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER THE PERMANENT LANDSCAPING HAS BEEN

COMPLETED.

15. CLEARLY VISIBLE BARRIER FENCING SHALL BE INSTALLED WHERE DIRECTED BY THE SITE SUPERINTENDENT

TO CONTROL AND PROHIBIT UNNECESSARY SITE DISTURBANCE

16. EARTH BATTERS SHALL BE CONSTRUCTED WITH AS LOW A GRADIENT AS PRACTICABLE BUT NO STEEPER

THAN:-

a. 2(h) - 1(v) WHERE SLOPE LENGTH IS LESS THAN 7m

b. 2.5(h) - 1(v) WHERE SLOPE LENGTH IS BETWEEN 7m AND 10m

c. 3(h) - 1(v) WHERE SLOPE LENGTH IS BETWEEN 10m AND 12m

d. 4(h) - 1(v) WHERE SLOPE LENGTH IS BETWEEN 12m AND 18m

e. 5(h) - 1(v) WHERE SLOPE LENGTH IS BETWEEN 18m AND 27m

f. 6(h) - 1(v) WHERE SLOPE LENGTH IS GREATER THAN 27m

SLOPE LENGTHS CAN BE SHORTENED BY USING LOW FLOW EARTH BANKS AS CATCH DRAINS ABOVE THE

EARTH BATTER AREA.

17. PROTECTION FROM EROSIVE FORCES SHALL BE UNDERTAKEN ON ALL LANDS TO MEET THE REQUIREMENTS

OF TABLE J3-3 "MAXIMUM ACCEPTABLE C-FACTORS AT NOMINATED TIMES DURING WORKS" FROM

"MANAGING URBAN STORMWATER - SOILS AND CONSTRUCTION 4TH EDITION"

18. TEMPORARY GROUND COVER IN SHEET FLOW AREAS IS TO BE IN ACCORDANCE WITH TABLE J3-4 "PLANT

SPECIES FOR GROUND COVER" FROM "MANAGING URBAN STORMWATER - SOILS AND CONSTRUCTION 4TH

EDITION" WHERE PRACTICAL FOOT AND VEHICULAR TRAFFIC SHALL BE KEPT AWAY FROM REHABILITATED

AREAS

19. WHERE POSSIBLE THE CONSTRUCTION PROGRAM IS TO BE SCHEDULED SO THAT THE TIME FROM STARTING

LAND DISTURBANCE ACTIVITIES TO STABILISATION IS A DURATION OF LESS THAN 6 MONTHS - THIS MEANS

ACHIEVING A C-FACTOR OF LESS THAN 0.1 AND SETTING IN MOTION A PROGRAM THAT ENSURES THAT IT

DROPS PERMANENTLY, (BY VEGETATION, PAVING, ARMOURING etc.) TO LESS THAN 0.05 WITHIN A FURTHER 60

DAYS. LOCAL WATER RESTRICTIONS PERMITTING, LANDS THAT HAVE BEEN NEWLY PLANTED WITH GRASS

SPECIES SHALL BE WATERED REGULARLY UNTIL AN EFFECTIVE COVER HAS BEEN ESTABLISHED AND PLANTS

ARE GROWING VIGOROUSLY. FOLLOW-UP SEED AND FERTILISER SHALL BE APPLIED AS NECESSARY IN

AREAS OF MINOR SOIL EROSION AND/OR INADEQUATE VEGETATIVE PROTECTION. NOTWITHSTANDING THIS

SCHEDULE WORKS SO THAT THE DURATION FROM THE CONCLUSION OF LAND SHAPING TO THE COMPLETION

OF FINAL STABILISATION IS LESS THAN 20 WORKING DAYS.

20. SEDIMENT FENCES (SD) 6-8 SHALL:-

a. BE INSTALLED WHERE SHOWN ON THE PLAN AND AS DIRECTED AT THE DISCRETION OF THE SITE

SUPERINTENDENT DURING THE COURSE OF CONSTRUCTION TO CONTAIN THE COARSER SEDIMENT

FRACTIONS AS NEAR AS POSSIBLE TO THEIR SOURCE.

b. HAVE A CATCHMENT AREA NOT EXCEEDING 720sq.m, AND A STORAGE DEPTH OF AT LEAST 0.6m.

c. PROVIDE AN UPSLOPE RETURN OF 1m AT INTERVALS ALONG THE FENCE WHERE THE CATCHMENT AREA

EXCEEDS 720sq.m. TO LIMIT THE DISCHARGE REACHING EACH SECTION TO 50litres/sec IN A MAX. 10yr Tc

DISCHARGE.

21. STOCKPILES (SD) 4-1 SHALL BE LOCATED AS SHOWN ON THE PLANS AND AT THE DISCRETION OF THE SITE

SUPERINTENDENT.

22. DURING WINDY WEATHER LARGE UNPROTECTED AREAS ARE TO BE KEPT MOIST (NOT WET) BY SPRINKLING

WITH WATER TO KEEP DUST UNDER CONTROL. IN THE EVENT WATER IS NOT AVAILABLE IN SUFFICIENT

QUANTITIES SOIL BINDERS AND/OR DUST RETARDANTS SHALL BE USED OR THE SURFACE SHALL BE LEFT IN

A CLODDY STATE THAT RESISTS REMOVAL BY WIND.

23. STOCKPILES SHALL NOT BE LOCATED WITHIN 5m OF HAZARD AREAS, INCLUDING LIKELY AREAS OF HIGH

VELOCITY FLOWS SUCH AS WATERWAYS, PAVED AREAS OR DRIVEWAYS.

24. THE SEDIMENT RETENTION BASINS (SD) 6-4 SHALL:-

a. BE CONSTRUCTED WHERE SHOWN ON THE PLANS.

b. BE FLOCCULATED (APPENDIX E MANAGING URBAN STORMWATER SOILS & CONSTRUCTION 4TH ED.)

BEFORE DISCHARGE OCCURS (UNLESS THE DESIGN STORM EVENT IS EXCEEDED)

c. HAVE ONE OR MORE PEGS PLACED ON THE FLOOR TO CLEARLY INDICATE THE LEVEL AT WHICH DESIGN

CAPACITY OCCURS AND WHEN SEDIMENT SHALL BE REMOVED.

25. STORED CONTENTS OF THE BASINS SHALL BE TREATED WITH GYPSUM (APPENDIX E MANAGING URBAN

STORMWATER SOILS & CONSTRUCTION 4TH ED.) OR OTHER FLOCCULATING AGENTS WHERE THEY CONTAIN

MORE THAN 50mg/litre OF SUSPENDED SOLIDS. TREATMENT SHALL BE AS FOLLOWS:-

a. LOWER SUSPENDED SOLIDS TO LESS THAN 50mg/litre WITHIN 24hrs OF FILLING

b. THE BASINS SHALL THEN BE ALLOWED TO STAND 36 TO 48hrs FOR FLOCCULATED PARTICLES TO SETTLE

c. THE BASINS SHALL THEN BE DRAINED SO THAT FULL STORAGE CAPACITY IS REGAINED WITHOUT

DISCHARGING SEDIMENT FROM THE SITE.

26. SEDIMENT REMOVED FROM ANY TRAPPING DEVICE SHALL BE DISPOSED IN LOCATIONS WHERE FURTHER

EROSION AND CONSEQUENT POLLUTION TO DOWNSLOPE LANDS AND WATERWAYS SHALL NOT OCCUR.

27. WATER SHALL BE PREVENTED FROM DIRECTLY ENTERING THE PERMANENT DRAINAGE SYSTEM UNLESS IT IS

RELATIVELY SEDIMENT FREE (ie THE CATCHMENT HAS BEEN LANDSCAPED AND/OR ANY LIKELY SEDIMENT

HAS BEEN TREATED IN AN APPROVED DEVICE) NEVERTHELESS STORMWATER INLETS SHALL BE PROTECTED

(SD) 6-11 & 6-12.

28. TEMPORARY SOIL AND WATER MANAGEMENT STRUCTURES SHALL BE REMOVED ONLY AFTER THE LANDS

THEY ARE PROTECTING ARE STABILISED.

29. ACCEPTABLE BINS SHALL BE PROVIDED FOR ANY CONCRETE AND MORTAR SLURRIES, PAINTS, ACID

WASHINGS, LIGHTWEIGHT WASTE MATERIALS AND LITTER. CLEARANCE SERVICES SHALL BE PROVIDED AT

LEAST ONCE A WEEK.

GENERAL NOTES:

1. ALL EROSION AND SEDIMENT CONTROL MEASURES AND STANDARD DRAWINGS, INCLUDING REVEGETATION

AND STORAGE OF SOIL AND TOPSOIL, SHALL BE IMPLEMENTED TO THE REQUIREMENTS OF THE " SOILS AND

CONSTRUCTION - VOLUME 1, 4TH EDITION, MARCH 2004 ".

2. TOPSOIL FROM ALL AREAS TO BE DISTURBED SHALL BE STOCKPILED AND LATER RESPREAD TO AID

REVEGETATION IN THOSE AREAS.

3. ALL DRAINAGE WORKS SHALL BE CONSTRUCTED AND STABILISED AS EARLY AS POSSIBLE DURING

DEVELOPMENT.

4. ALL TAIL-OUT DRAINS SHALL BE COUCH GRASSED AND TRAPEZOIDAL IN SECTION. STRAW BALES SHALL BE

PLACED AS A SEDIMENT CONTROL DEVICE WHERE REQUIRED.

5. VEHICULAR TRAFFIC SHALL BE CONTROLLED DURING DEVELOPMENT CONFINING ACCESS WHERE POSSIBLE

TO PROPOSED OR EXISTING ROAD ALIGNMENTS. AREAS TO BE LEFT UNDISTURBED SHALL BE MARKED OFF.

6. ROADS SHALL BE PAVED AS EARLY AS POSSIBLE AFTER FORMATION.

7. DISTURBANCE OF VEGETATION SHALL BE LIMITED TO FILL AREAS, ROADWAYS AND DRAINAGE LINES. NO LOT

GRADING SHALL BE CARRIED OUT IN UNDISTURBED AREAS WITHOUT CONSULTATION WITH COUNCIL'S

ENGINEER.

8. ALL DISTURBED AREAS SHALL BE REVEGETATED AS SOON AS THE RELEVANT WORKS ARE COMPLETED.

9. ALL SEDIMENT BASINS AND TRAPS SHALL BE CLEANED WHEN THE STRUCTURES ARE A MAXIMUM 60% FULL

OF SOLID MATERIALS, INCLUDING DURING THE MAINTENANCE PERIOD.

10. THE SOIL AND WATER MANAGEMENT PLAN IS TO BE READ IN CONJUNCTION WITH THE ENGINEERING PLANS,

AND COUNCIL'S WRITTEN GUIDELINES FOR THE DEVELOPMENT OF LAND.

11. CONTRACTORS SHALL ENSURE THAT ALL SOIL AND WATER MANAGEMENT WORKS ARE UNDERTAKEN AS

SPECIFIED ON THE PLAN AND IN ACCORDANCE WITH THE GUIDELINES SHOWN IN "MANAGING URBAN

STORMWATER - SOILS AND CONSTRUCTION 4TH EDITION" ("THE BLUE BOOK").

12. ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR REDUCING THE SOIL EROSION AND

POLLUTION OF DOWNSLOPE AREAS.

13. THE SOIL EROSION HAZARD ON THE SITE IS TO BE KEPT AS LOW AS POSSIBLE AND GENERALLY IN

ACCORDANCE WITH THE FOLLOWING SCHEDULE:

SEDIMENTATION CONTROL DEVICES:

1. ALL STRAW BALES SHALL BE BOUND WITH WIRE. STRAW BALES SHALL BE PLACED END TO END IN A SINGLE

ROW AND EMBEDDED INTO THE SOIL TO A DEPTH OF 100mm. EACH BALE SHALL BE SECURELY ANCHORED

WITH TWO STEEL STAKES DRIVEN 600mm INTO THE GROUND AND LOCKED ON THE BALE CENTRELINE.

2. SILT FENCES SHALL BE CONSTRUCTED BY STRETCHING A FILTER FABRIC (PROPEX OR SIMILAR) BETWEEN

POSTS AT 2.5m CENTRES. FABRIC SHALL BE BURIED 150mm ALONG IT'S LOWER EDGE.

3. PROVIDE STRIP OF TURF MIN. 300mm WIDE BEHIND KERB + 1m WIDE AROUND ALL SURFACE INLET PITS

STOCKPILE NOTES:

1. SPOIL AND TOPSOIL STOCKPILES SHALL BE LOCATED AWAY FROM DRAINAGE LINES AND AREAS WHERE

WATER MAY CONCENTRATE.

2. IF STOCKPILES ARE TO BE IN PLACE FOR LONGER THAN 14 DAYS THEN THEY SHALL BE STABILIZED BY

COVERING WITH A MULCH OR WITH TEMPORARY VEGETATION.

3. FOLLOWING CONSTRUCTION, TOPSOIL SHALL BE RESPREAD TO A MINIMUM DEPTH OF 100mm ON THE BARE

SOIL SURFACES AND REVEGETATED.

SITE INSPECTION AND MAINTENANCE:

1. A SELF-AUDITING PROGRAM SHALL BE ESTABLISHED BASED ON A INSPECTION TEST PLAN (ITP) OR LOG

BOOK. A SITE INSPECTION USING THE ITP SHALL BE MADE BY THE SITE MANAGER-:

a. AT LEAST WEEKLY

b. IMMEDIATELY BEFORE SITE CLOSURE

c. IMMEDIATELY FOLLOWING RAINFALL EVENTS IN EXCESS OF 5mm IN ANY 24hr PERIOD.

THE SELF AUDIT SHALL INCLUDE:-

a. RECORDING THE CONDITION OF EVERY 'BEST MANAGEMENT PRACTICE' EMPLOYED

b. RECORDING MAINTENANCE REQUIREMENTS (IF ANY) FOR EACH 'BEST MANAGEMENT PRACTICE'

c. RECORDING THE VOLUMES OF SEDIMENT REMOVED FROM SEDIMENT RETENTION SYSTEMS WHERE

APPLICABLE

d. RECORDING THE SITE WHERE SEDIMENT IS DISPOSED

e. FORWARDING A SIGNED DUPLICATE OF THE COMPLETED CHECK SHEET TO THE PROJECT

MANAGER/DEVELOPER FOR THEIR INFORMATION.

2. IN ADDITION A SUITABLY QUALIFIED PERSON SHALL BE RESPONSIBLE FOR OVERSEEING THE INSTALLATION

AND MAINTENANCE OF ALL SOIL AND WATER MANAGEMENT WORKS ON THE SITE. THE PERSON SHALL BE

REQUIRED TO SPEND A MINIMUM OF:-

a. 2hrs ONSITE EACH FORTNIGHT UP UNTIL COMPLETION OF ROAD AND DRAINAGE WORKS AND/OR THE

COMMISSIONING OF SEDIMENT BASIN(S)/WATER QUALITY CONTROL FACILITIES, AND DURING THE

DECOMMISSIONING OF SAME AND/OR FINAL SITE STABILISATION. TO PROVIDE A SHORT MONTHLY

WRITTEN REPORT.

b. ONE HOUR ONSITE EACH 2 MONTHS DURING THAT PHASE WHERE THE DEVELOPERS RESPONSIBILITIES

ARE LIMITED TO MAINTENANCE OF THE SDS DEVICES AND/OR SEDIMENT BASINS (ie DURING THE STAGE

WHEN BUILDING WORKS CAN BE UNDERTAKEN) TO PROVIDE A SHORT WRITTEN REPORT EACH 4 MONTHS

THE RESPONSIBLE PERSON SHALL ENSURE THAT:-

a. THIS PLAN IS BEING IMPLEMENTED CORRECTLY

b. REPAIRS ARE BEING UNDERTAKEN AS REQUIRED

c. ESSENTIAL MODIFICATIONS TO THIS PLAN ARE BEING MADE IF AND WHEN NECESSARY. EACH REPORT

SHALL CERTIFY THAT WORKS HAVE BEEN CARRIED OUT ACCORDING TO THE APPROVED PLANS.

3. WASTE BINS SHALL BE EMPTIED AS NECESSARY, DISPOSAL OF WASTE SHALL BE IN A MANNER APPROVED BY

THE SITE SUPERINTENDENT

4. PROPER DRAINAGE OF THE SITE SHALL BE MAINTAINED. DRAINS (INCLUDING INLET AND OUTLET WORKS)

SHALL BE CHECKED TO ENSURE THAT THEY ARE OPERATING AS INTENDED,ESPECIALLY THAT:-

a. NO LOW POINTS EXIST WHICH CAN OVERTOP IN A LARGE STORM EVENT.

b. AREAS OF EROSION ARE REPAIRED (e.g LINED WITH SUITABLE MATERIAL) AND/OR VELOCITY OF

FLOW IS REDUCED APPROPRIATELY THROUGH CONSTRUCTION OF SMALL CHECK DAMS OR INSTALLING

ADDITIONAL DIVERSIONS UPSLOPE

c. BLOCKAGES ARE CLEARED (THESE MIGHT OCCUR BECAUSE OF SEDIMENT POLLUTION, SAND/SOIL/SPOIL

BEING DEPOSITED IN OR TOO CLOSE TO THEM, BREACHED BY VEHICLE WHEELS etc)

5. SAND/SOIL/SPOIL MATERIALS PLACED CLOSER THAN 2m FROM HAZARD AREAS SHALL BE REMOVED SUCH

HAZARD AREAS INCLUDE ANY AREAS OF HIGH VELOCITY WATER FLOWS (eg WATERWAYS AND GUTTERS)

PAVED AREAS AND DRIVEWAYS.

6. RECENTLY STABILISED LANDS SHALL BE CHECKED TO ENSURE THAT THE EROSION HAZARD HAS BEEN

EFFECTIVELY REDUCED. ANY REPAIRS SHALL BE INITIATED AS APPROPRIATE.

7. EXCESSIVE VEGETATIVE GROWTH SHALL BE CONTROLLED THROUGH MOWING OR SLASHING.

8. ALL SEDIMENT DETENTION SYSTEMS SHALL BE KEPT IN GOOD WORKING CONDITION. IN PARTICULAR

ATTENTION SHALL BE GIVEN TO:-

a. RECENT WORKS TO ENSURE THAT THEY HAVE NOT RESULTED IN DIVERSION OF SEDIMENT LADEN WATER

AWAY FROM THEM.

b. DEGRADABLE PRODUCTS TO ENSURE THAT THEY ARE REPLACED AS REQUIRED

c. SEDIMENT REMOVAL TO ENSURE THE DESIGN CAPACITY OR LESS REMAINS IN THE SETTLING ZONE.

9. ADDITIONAL EROSION AND/OR SEDIMENT CONTROL WORKS SHALL BE CONSTRUCTED AS MIGHT BECOME

NECESSARY TO ENSURE THE DESIRED PROTECTION IS GIVEN TO DOWNSLOPE LANDS AND WATERWAYS (ie

MAKE ONGOING CHANGES TO THIS PLAN WHERE IT PROVES INADEQUATE IN PRACTICE OR IS SUBJECTED TO

CHANGES IN CONDITIONS AT THE WORKS SITE OR ELSEWHERE IN THE CATCHMENT.

10. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN A FUNCTIONING CONDITION UNTIL

ALL EARTHWORKS ACTIVITIES ARE COMPLETED AND THE SITE STABILISED.

11. WATERS IN SEDIMENT RETENTION BASIN(S) THAT OCCUPY MORE THAN 1/4 OF THE DESIGN CAPACITY DURING

THAT STAGE OF THE WORKS UP UNTIL COMMISSIONING OF THE BASIN(s) SHALL BE:-

a. TREATED WITH A FLOCCULATING AGENT (APPENDIX E MANAGING URBAN STORMWATER SOILS &

CONSTRUCTION 4TH ED.)

b. DISCHARGED WITHIN 5 days FROM THE CONCLUSION OF ANY STORM EVENT LARGE ENOUGH TO FILL THE

BASIN TO THAT LEVEL.

12. LITTER, DEBRIS AND COARSE SEDIMENT SHALL BE REMOVED FROM THE GROSS POLLUTANT TRAPS AND

TRASH RACKS AS REQUIRED.

SOIL AND WATER MANAGEMENT SHALL BE READ IN CONJUNCTION

WITH CADDENS HILL STAGES 2 & 3 BULK EARTHWORKS CC APPROVAL

- REF CC 14305 SOIL & WATER MANAGEMENT

Date post:	19-Oct-2018
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