23-15556-G600 - Lockhart Shire...G20.DO NOT OBTAIN DIMENSIONS BY SCALING FROM DRAWINGS....

This Drawing must not be

used for Construction unless

signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.

This document may only be used by

GHD's client (and any other person who

GHD has agreed can use this document)

for the purpose for which it was prepared

and must not be used by any other

person or for any other purpose.

DO NOT SCALE

Note: * indicates signatures on original issue of drawing or last revision of drawing

Plot Date: Cad File No:29 March 2016 - 1:29 PM N:\AU\Wagga Wagga\Projects\23\15556\CADD\Drawings\23-15556-C600.dwg

Plotted by:

Scott Donders

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

23-15556-G600

B

P CHILDS S DONDERS

AS SHOWN

LOCALITY PLAN

DRAWING LISTDRG No. DRAWING TITLE

23-15556-G600 LOCALITY PLAN AND DRAWING LIST

23-15556-G601 GENERAL NOTES AND LEGEND

23-15556-C600 GENERAL ARRANGEMENT PLAN

23-15556-C601 LAYOUT PLAN AND LONGITUDINAL SECTION SHEET 1 OF 3



23-15556-C604 CROSS SECTIONS SHEET 1 OF 6






23-15556-C610 GOVERNMENT DAM LEVEE LOW FLOW PIPE PLAN & LONGITUDINAL SECTION

23-15556-C611 BUND AND DIVERSION CHANNEL PLAN AND LONG SECTION SHEET 1 OF 2

23-15556-C612 BUND AND DIVERSION CHANNEL PLAN AND LONG SECTION SHEET 2 OF 2

23-15556-C613 BUND AND DIVERSION CHANNEL CROSS SECTIONS SHEET 1 OF 2

23-15556-C614 BUND AND DIVERSION CHANNEL CROSS SECTIONS SHEET 2 OF 2

23-15556-C615 LOCKHART COLLINGULLIE ROAD CULVERT - GENERAL ARRANGEMENT PLAN

23-15556-C616 LOCKHART COLLINGULLIE ROAD CULVERT - SECTIONS AND ELEVATIONS

23-15556-C617 SETOUT DETAILSGOVERNMENT DAM

Suite 3, Level 1

161-169 Baylis Street Wagga Wagga NSW 2650 Australia

T 61 2 6923 7400 F 61 2 6971 9565

E [email protected] W www.ghd.com

N.T.S

N

GENERAL LEGEND:GENERAL:G1. ALL WORK TO BE IN ACCORDANCE WITH THE DRAWINGS AND

SPECIFICATION

G2. ALL SERVICES TO BE PROVEN BY CONTRACTOR PRIOR TOCOMMENCEMENT OF ANY WORK. TAKE PRECAUTIONS TO ESTABLISHLOCATION OF AND PROTECT EXISTING SERVICES ON SITE. SERVICESSHOWN ON DRAWINGS ARE IN APPROXIMATE LOCATIONS ONLY.SERVICES OTHER THAN THOSE SHOWN MAY EXIST. HAND EXCAVATEWITHIN ONE METRE OF IN-GROUND SERVICES. COMPLETE DIAL BEFOREYOU DIG REQUEST PRIOR TO UNDERTAKING WORK.

G3. GATES, SIGNS AND FENCES TO BE REMOVED, RECOVERED ANDREINSTATED.

G4. IF REQUIRED EXISTING SERVICES TO BE LOWERED AND PROTECTED INACCORDANCE WITH SERVICE PROVIDERS REQUIREMENTS.

G5. EXTENT OF CLEARING AND REMOVAL OF VEGETATION TO BE MARKEDAND APPROVED BY SUPERINTENDENT PRIOR TO COMMENCING WORK.

G6. REFER TO SPECIFICATION FOR SUBGRADE PREPARATIONREQUIREMENTS.

G7. ALL TEMPORARY WARNING SIGNS USED DURING CONSTRUCTION SHALLBE IN ACCORDANCE WITH AS 1742-3

G8. ALL EARTHWORKS AND PAVEMENT CONSTRUCTION ARE TO BECARRIED OUT IN ACCORDANCE WITH THE SPECIFICATION.

G9. ALL TOPSOIL, INCLUDING ANY SILT LAYER AND ORGANIC MATERIAL, TOA DEPTH OF 100mm SHALL BE REMOVED AND STOCKPILES AT ALOCATION SPECIFIED BY THE SUPERINTENDENT.

G10. INSPECTIONS UNDERTAKEN BY SUPERINTENDENT OR OTHERS DO NOTRELIEVE CONTRACTOR OF RESPONSIBILITY FOR COMPLIANCE WITHDRAWINGS AND SPECIFICATIONS.

G11. INSPECTIONS UNDERTAKEN BY SUPERINTENDENT OR OTHERS DO NOTRELIEVE CONTRACTOR OF RESPONSIBILITY FOR COMPLIANCE WITHDRAWINGS AND SPECIFICATIONS.

G12. SURFACES WHICH LIE OUTSIDE THE GENERAL LIMITS OF WORKS ANDWHICH ARE DISTURBED ARE TO BE RESTORED TO THEPRECONSTRUCTION CONDITION BY THE CONTRACTOR TO THESATISFACTION OF THE SUPERINTENDENT

G13. ALL LEVELS SHOWN ARE FINISHED SURFACE LEVELS UNLESS NOTEDOTHERWISE. WHERE APPLICABLE THE CONTRACTOR SHALL ALLOW FORTHE THICKNESS OF THE VARIED SPECIFIED FINISHES.

G14. THE CONTRACTOR SHALL PROVIDE ALL LABOUR, MATERIALS ANDEQUIPMENT NECESSARY FOR THE ACCURATE SETTING OUT OF THEENTIRE WORKS. THE CONTRACTOR SHALL ENSURE THAT ALLSURFACES ARE CONSTRUCTED TO THE CORRECT LEVELS.

G15. EXISTING SERVICES HAVE BEEN PLOTTED FROM CURRENT DBYDINFORMATION ONLY. THE SUPERINTENDENT DOES NOT GUARANTEETHE ACCURACY OR COMPLETENESS OF DATA USED AND IT IS THECONTRACTOR'S RESPONSIBILITY TO CONFIRM THE LOCATION ANDDEPTH OF ALL EXISTING SERVICES PRIOR TO COMMENCING WORK.

G16. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THEWORK HEALTH & SAFETY ACT 2011, WHICH REQUIRES EMPLOYERS TOENSURE THE HEALTH, SAFETY AND WELFARE OF ALL THEIREMPLOYEES AND PERSONS IN THE VICINITY OF THE WORK SITE .

G17. CARRY OUT WORK IN A SAFE MANNER IN ACCORDANCE WITHAPPLICABLE LEGISLATION STATUTORY REGULATIONS, BY-LAWS ORRULES. THE SITE SUPERVISOR IS RESPONSIBLE FOR WORK HEALTHAND SAFETY OF SITE PERSONNEL AND GENERAL PUBLIC INACCORDANCE WITH WITH WORK HEALTH AND SAFETY ACT 2010,LEGISLATIVE REQUIREMENTS, ASSOCIATED REGULATIONS AND CODESOF PRACTICE, INDUSTRIAL AGREEMENTS AND ACCEPTED INDUSTRYPRACTICE.

G18. SUBMIT DETAILS OF CHANGES TO SCOPE, WORK METHODS ORMATERIALS etc FOR APPROVAL BEFORE PROCEEDING. APPROVAL DOESNOT AUTHORISE A VARIATION TO THE CONTRACT.

G19. OBTAIN NECESSARY PERMITS AND APPROVALS FROM RELEVANTAUTHORITIES BEFORE COMMENCING WORK ON THE SITE. NOTIFYRELEVANT SERVICE AUTHORITIES BEFORE COMMENCING WORK ONTHE SITE.

G20. DO NOT OBTAIN DIMENSIONS BY SCALING FROM DRAWINGS.

G21. DIMENSIONS ARE IN METRES, LEVELS ARE IN METRES UNLESSOTHERWISE NOTED.

G22. DATUM FOR LEVELS IS AHD (AUSTRALIAN HEIGHT DATUM),CO-ORDINATES ARE TO MGA94 (MAP GRID OF AUSTRALIA), MGA ZONE55.

G23. OBTAIN REQUIREMENTS FOR ADJOINING ELEMENTS TO BE FIXED TO ORSUPPORTED ON WORK AND PROVIDE FOR REQUIRED FIXINGS.DRAWINGS DO NOT SHOW DETAILS OF ALL FIXTURES, INSERTS,SLEEVES, RECESSES OR OPENINGS etc REQUIRED. PROVIDE FORTEMPORARY SUPPORT OF ADJOINING ELEMENTS DURINGCONSTRUCTION.

G24. MAKE GOOD ANY DAMAGE TO EXISTING ELEMENTS AT COMPLETION OFWORKS.

G25. BOX CULVERTS TO BE DESIGNED BY A CERTIFIED MANUFACTURER ANDINSTALLED IN ACCORDANCE WITH AS1597.1 & AS1597.2.

G26. PLACE GUIDEPOSTS AT SPACINGS OF NO GREATER THAN 5mALONGSIDE CULVERT STRUCTURES.

SURVEY NOTESS1. COORDINATE INFORMATION IS TO MAP GRID AUSTRALIA (MGA)

COORDINATES. DATUM FOR ALL LEVELS IS AUSTRALIAN HEIGHT DATUM(AHD).

S2. SURVEY BY RIVLAND SURVEYORS PTY LTD.

S3. TREE HEIGHTS AND SHAPES ARE INDICATIVE ONLY.

S4. THE CONTRACTOR SHALL NOT DISTURB NOR OBLITERATE ANY SURVEYMARK. SHOULD ANY SURVEY MARK BE DISTURBED OR OBLITERATED.THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT IMMEDIATELYAND THE SURVEY MARK SHALL BE REPLACED AT THE EXPENSE OF THECONTRACTOR.

SAFETY IN DESIGNSID1. THE SAFETY RISK MITIGATION ITEMS BELOW ARE BASED ON GHD'S

DESIGN OFFICE EXPERIENCE AND DO NOT NECESSARILY ACCOUNT FOR ALL CONSTRUCTION, OPERATION, MAINTENANCE AND DEMOLITION SAFETY RISKS. BASED ON INFORMATION AVAILABLE WHEN THIS DRAWING WAS MADE, IN ITS CAPACITY AS A DESIGNER ONLY, GHD HAS TRIED TO IDENTIFY SAFETY RISKS PERTAINING TO CONSTRUCTION, OPERATION, MAINTENANCE AND DEMOLITION PHASES OF THE ASSET. INCLUSION (OR NOT) OF ANY ITEM DOES NOT REDUCE OR LIMIT OBLIGATIONS OF CONSTRUCTOR, USER, MAINTAINER AND DEMOLISHER TO UNDERTAKE APPROPRIATE RISK MANAGEMENT ACTIVITIES TO REDUCE RISK AND IS NOT AN ADMISSION BY GHD THAT INCLUSION OF ANY ITEM IS DESIGNER'S RESPONSIBILITY.

SID2. CONSTRUCT BUILDING ELEMENTS THAT CONTRIBUTE TO SAFETY, SUCH AS HANDRAILS AND TOE BOARDS, FALL ARREST SYSTEMS, ACCESS STAIRS, etc AS EARLY AS POSSIBLE.

SID3. WRITTEN RISK ASSESSMENTS ARE ADVISED FOR ACCESS TO OPEN EXCAVATIONS.

SID4. SEEK ADVICE FROM SUITABLY QUALIFIED STRUCTURAL ENGINEER BEFORE CORING, CHASING, CUTTING OR REMOVAL OF EXISTING CONCRETE AND REINFORCEMENT.

SID5. CONTRACTOR TO CONSIDER THE RISKS OF WORKING ADJACENT TO OVERHEAD POWER LINES AND TO TAKE MEASURES TO ELIMINATE OR MINIMISE THE RISKS.

SID6. BACKFILL CONDITIONS TO BE AS SHOWN.

SID7. ALL STORMWATER PIPES TO BE RRJ

SID8. ALL PIPE LENGTHS, PIPE INVERTS AND LEVELS AND GRADES ARE MEASURED AT CENTRE OF STORMWATER STRUCTURE.

SID9. ALL EXISTING PITS WITHIN CONSTRUCTION AREA TO BE CLEANED AND DEBRIS REMOVED.

SID10. STORMWATER SUMPS DEEPER THAN 900mm TO HAVE STEP IRONS.

SID11. BOX CULVERTS SHALL COMPLY WITH THE REQUIREMENTS OF AS 1597.2.

DEMOLITION

D1. DEMOLITION WORK TO BE TO AS2601. TAKE PRECAUTIONS NECESSARY FOR PROTECTION OF PERSONS, VEHICLES AND PROPERTY.

D2. OBTAIN NECESSARY PERMITS AND APPROVALS FROM RELEVANT AUTHORITIES BEFORE COMMENCING WORK ON SITE. DO NOT COMMENCE DEMOLITION WORK BEFORE DEMOLITION PERMIT / SCAFFOLD PERMIT OBTAINED.

D3. SEEK ADVICE FROM SUITABLY QUALIFIED STRUCTURAL ENGINEER TO ESTABLISH CRITICAL STABILITY ELEMENTS AND ASSIST DEVELOPMENT OF DEMOLITION METHOD STATEMENT.

D4. DO NOT USE EXPLOSIVES.

D5. REMOVE FROM SITE ALL DEMOLISHED MATERIALS NOT REQUIRED IN FINAL WORKS INCLUDING FOOTINGS.

D6. SUBMIT NAMES AND CONTACT DETAILS OF PROPOSED DEMOLITIONSUBCONTRACTORS.

D7. SUBMIT ELECTRONIC PDF'S OR THREE PAPER COPIES OF PROPOSEDDEMOLITION METHOD STATEMENT AT LEAST 14 DAYS PRIOR TODEMOLITION WORK. DO NOT PROCEED WITH DEMOLITION UNTILWRITTEN APPROVAL ISSUED. METHOD STATEMENT TO INCLUDEPROPOSED SEQUENCE OF WORKS, TIMES FOR DISCONNECTION ANDRECONNECTION OF SERVICES, SITE SECURITY, HOT WORKS,SPLINTERS AND EXPOSED ELEMENTS, DEBRIS, TRANSPORT ANDDISPOSAL, ACCESS EQUIPMENT, TEMPORARY BATTERS, AIR QUALITYAND POLLUTION CONTROL MEASURES.

EARTHWORKSE1. REMOVE ALL EVIDENT UNCONTROLLED FILL OR ANY SOFT, WET OR

HIGHLY COMPRESSIBLE MATERIAL OR SOIL RICH IN ORGANIC MATTERINCLUDING ROOTS. CARE SHALL BE TAKEN IN THE REMOVAL OF TREEROOTS.

E2. ALL IMPORTED FILL MATERIAL SHALL COMPRISE ONLY NATURAL EARTHAND ROCK AND SHALL BE FREE OF CONTAMINANTS (AS DEFINED BY

SECTION 11 OF THE ENVIRONMENTAL PROTECTION ACT 1994),NOXIOUS WEEDS AND HAZARDOUS, DELETERIOUS OR ORGANICMATERIAL.

E3. SUITABLE FILL SHALL COMPLY WITH THE REQUIREMENTS OF CLAUSE4.4 OF AS3798-2007 'GUIDELINES ON EARTHWORKS FOR RESIDENTIALAND COMMERCIAL DEVELOPMENT'.

E4. THE CONTRACTOR SHALL CHECK, CONFIRM AND SATISFY THEMSELVESTHAT ALL DIMENSIONS, LEVELS AND SERVICE LOCATIONS ARECORRECT PRIOR TO CONSTRUCTION WORKS COMMENCING ON SITE.

E5. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT IMMEDIATELYOF ANY DISCREPANCIES OR ERRORS THAT MAY BE PRESENT WITHINTHESE PLANS.

E6. ALL EXCESS SPOIL OR UNSUITABLE MATERIAL IS TO BE DISPOSED OF OFF SITE AT THE CONTRACTOR'S EXPENSE TO AN APPROVED SITE.

SPECIAL REQUIREMENTSSR1. AREAS FOR PARKING OF CONSTRUCTION PLANT, ETC SHALL BE KEPT

FREE OF ANY CONTAMINATES (EG ENGINE OIL, HYDRAULIC OIL, FUEL,KEROSENE).

SR2. DAMAGE CAUSED BY CONSTRUCTION EQUIPMENT, ETC, TO ANY NEWOR EXISTING INFRASTRUCTURE SHALL BE MADE GOOD BY THECONTRACTOR AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTIONOF THE SUPERINTENDENT.

EXISTING SERVICESES1. THE CONTRACTOR SHALL ARRANGE FOR CURRENT

DIAL-BEFORE-YOU-DIG (DBYD) SERVICES SEARCH PLANS FOR ANYEXISTING SERVICES WITHIN THE VICINITY OF THE CONSTRUCTION SITEAND SHALL MAINTAIN A MATCH COPY OF THESE PLANS ON SITE AT ALLTIMES DURING THE CONSTRUCTION PHASE OF THIS PROJECT.CONTRACTOR TO CONTACT COOLAMON SHIRE COUNCIL TO LOCATEAND DEPTH WATER, SEWER AND DRAINAGE CONNECTION POINTS.

ES2. ANY SERVICE THAT IS IDENTIFIED ON SITE THAT IS NOT SHOWN WITHINTHESE PLANS SHALL BE IMMEDIATELY BOUGHT TO THE ATTENTION OFTHE SUPERINTENDENT FOR COORDINATION WITH THE DESIGN SHOWNWITHIN THESE PLANS. NO WORK SHALL PROCEED PAST THIS POINTUNTIL APPROVAL IS GIVEN BY THE SUPERINTENDENT TO PROCEED.

ES3. ANY DAMAGE CAUSED TO ANY EXISTING SERVICE DURING THECONSTRUCTION PERIOD OF THIS PROJECT SHALL BE REPORTEDIMMEDIATELY TO THE SUPERINTENDENT AND SUCH DAMAGE MADEGOOD AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THESUPERINTENDENT .

PROTECTION AND EROSION ANDSEDIMENT CONTROL

P1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT THE SITE ANDSURROUNDING AREA FROM DAMAGE RESULTING FROM STORMWATERRUNOFF

P2. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BEIMPLEMENTED AND MAINTAINED BY THE CONTRACTOR DURINGCONSTRUCTION TO MINIMISE THE EFFECTS OF WEATHER TO THESATISFACTION OF THE SUPERINTENDENT.

P3. NO EXTENSIONS OF TIME WILL BE GRANTED SHOULD DAMAGE TO THEWORKS AND SURROUNDING AREAS RESULTING FROM THECONTRACTOR'S NEGLIGENCE IN NOT PROVIDING ADEQUATE EROSIONAND SEDIMENT CONTROL PROTECTION.

TOPSOIL / LANDSCAPINGT1. TOPSOIL SHALL BE UNIFORMLY APPLIED TO PROVIDE A MINIMUM DEPTH

OF 100mm TO ALL RESTORED TOPSOILED AREAS, WITH SOIL LUMPSNOT EXCEEDING 50mm DIMENSION.

T2. CARE MUST BE TAKEN AT ALL TIMES TO PREVENT DAMAGE TO TREEROOTS AND BRANCHES.

T3. NO CUTTING OF TREE ROOTS TO TAKE PLACE WITHOUT CONSULTINGTHE SUPERINTENDENT.

OVERHEAD POWER LINESO1. THE CONTRACTOR SHALL NOT DISTURB THE FOOTINGS OF EXISTING

STREET LIGHTING AND POWER POLES WHICH ARE NOT TO BERELOCATED.

O2. THE CONTRACTOR IS TO DEMONSTRATE CARE WHEN OPERATINGVEHICLES AND MACHINERY IN THE VICINITY OF OVERHEAD POWERLINES.

CONSTRUCTION NOTESC1. THE CONTRACTOR SHALL ARRANGE FOR THE WORK TO BE INSPECTED

BY THE SUPERINTENDENT AT THE HOLD POINTS AS PER THESPECIFICATION.

C2. THE CONTRACTOR SHALL GIVE NOT LESS THAN TWENTY FOUR HOURSNOTICE WHEN REQUESTING AN INSPECTION OF CONSTRUCTION HOLDPOINTS.

TESTING FREQUENCY, WITNESSPOINTS AND HOLD POINTS

TF1. TESTING REQUIREMENTS ARE SET OUT IN THE SPECIFICATION. THE CONTRACTOR MUST COMPLY WITH ALL WITNESS AND HOLD POINTS NOTED IN THE SPECIFICATION | | | |

E(OH)

C

W

DESIGN CONTROL LINE

TOP OF BATTER

BOTTOM OF BATTER

DESIGN SURFACE

EXISTING SURFACE

EXISTING OVERHEAD ELECTRICITY

EXISTING COMMUNICATIONS

EXISTING WATER

EXISTING FENCE

CADASTRE BOUNDARIES

CONTOUR INTERVALS

EXISTING TREES

DIRECTION OF FLOW

CULVERT LAYOUT

GABIAN MATTRESS

DEMOLITION AREA

SIGNS AND LINEMARKINGS:

SL1. ALL WORK ASSOCIATED WITH SIGNS AND LINE MARKINGS SHALL BEIN ACCORDANCE WITH AUSTRALIAN STANDARDS AS 1742 - "MANUALOF UNIFORM TRAFFIC CONTROL DEVICES".

LEVEE EMBANKMENT NOTES

CLEARING AND STRIPPINGCS1. THE FOOTPRINT OF THE LEVEE SHOULD BE STRIPPED OF ALL

SURFACE VEGETATION, STUMPS AND ROOTS. THE TOP 150mmOF TOPSOIL SHOULD BE STRIPPED AND STOCKPILED FORSPREADING OVER THE LEVEE BANK ON COMPLETION OF THEBULK EARTHWORKS.

FOUNDATION PREPARATIONFP1. ANY SOFT OR SATURATED GROUND IN THE FOUNDATION

SHOULD BE REMOVED AND BACKFILLED WITH COMPACTEDEARTH FILL. FOR LEVEE BANKS GREATER THAN 1.5m EXCAVATETHE CUT-OFF TRENCH TO THE REQUIRED DEPTH ANDDIMENSIONS. COMPACT THE FOUNDATION SURFACE AS FORTHE EMBANKMENT.

FP2. EARTHFILL TO BE FINE GRAINED INORGANIC SOIL, FREE OFROCKS, ORGANIC WATER AND OTHER DELETERIOUS MATERIAL.EARTHFILL TO COMPLY WITH:- PI >10%-% PASSING 0.075 > 25%- % PASSING 0.475 > 75%-MAX PARTICAL SIZE 75mm

WARNINGSERVICES SHOWN ON THIS DRAWING ARE

TO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF WORKS.

APPROXIMATE ONLY. THE EXACT LOCATION IS

DANGER - OVERHEAD ELECTRICITY CABLESCOMPLY WITH ALL ENERGY AUTHORITY GUIDELINES AND

OBTAIN APPROVAL FOR CONSTRUCTION IN PROXIMITY TO ELECTRICAL SERVICES



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Scott Donders

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

23-15556-G601

B

P CHILDS S DONDERS

AS SHOWN

Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


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REFER DRAWING 23-15556-C602FOR DETAILS


REFER DRAWING 23-15556-C601

FOR DETAILS


FOR DETAILS

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FOR DETAILS

REFER DRAWING23-15556-C610FOR DETAILS


TBM 01

TBM 02

TBM 03

TBM 04

LEGEND

| | | |

E(OH)

C

W

214.5

DESIGN CONTROL LINE

TOP OF BATTER

BOTTOM OF BATTER

DESIGN SURFACE

EXISTING SURFACE



EXISTING WATER

EXISTING FENCE

CADASTRE BOUNDARIES

CONTOUR INTERVALS

EXISTING TREES

GABION MATRESS

CULVERT LAYOUT






0.50

NATURAL SURFACE

SEED CHANNEL BATTERS ANDINVERT WITH LOCAL GRASSES

RESPREAD 100mm TOPSOIL OVER INVERTAND BATTERS AND SEED WITH LOCALGRASSES

BERM AND CHANNEL TYPICAL SECTIONSCALE 1:200

1 in -40%

0%1 in -41 in -4

0.50

NATURAL SURFACE

100mm TOPSOIL AND SEEDWITH LOCAL GRASSES

LEVEE TYPICAL SECTIONSCALE 1:200

1 in -4

3%1 in -43.00

2 TO 3m

100mm TOPSOIL ONBOTH BATTER SIDES

EARTHFILL COMPACTED TO95% MMD BETWEEN OMC ±2%

3.0m

MAX.

SCARIFY TO MIN 150mm, MOISTURECONDITION AND COMPACTION TO 95%. MDD.

PROVIDE LEVEE KEY WHERE LEVEE HEIGHT ISGREATER THAN 1.5M (REFER LONG SECTION).LEVEE KEY TO BE MINIMUM 1m DEPTH,OR BASE OF PERMEABLE LAYER IF PRESENT.

0.15

150mm MIN STRIPPING OF TOPSOIL AND SUBSOIL.

1 in -1



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Scott Donders

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

23-15556-C600

B

P CHILDS S DONDERS

AS SHOWN

N

0

SCALE 1:2000 AT ORIGINAL SIZE

4020 80 100m60

Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


0 2 8 10m64


GENERAL ARRANGEMENT PLANSCALE 1:2000

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||

TC 309.342

CT 290.847TC 245.952

CT 186.779

TC 123.229

CT 111.513

TC 59.963

CT 56.032

TC 39.769

CT 25.596TC 19.379

325.000

300.000

275.000250.000

225.000

200.000

175.000

150.000

125.000

100.000

75.000

50.000

25.000

0.000

REFER DRAWING 23-15556-C610FOR LOW FLOW PIPE DETAILS

GABION MATTRESS 40m LONG x 8mWIDE FROM CHAINAGE 35 TO 75

CONSTRUCT NEW LEVEE BANK

ADDITIONAL FILL AVAILABLEFROM THESE AREA

IP C

H 3.5

6 RL 1

57.8

IP C

H 36

RL 1

57.8

IP C

H 45

.2 RL

155.5

IP C

H 66

.4 RL

155.5 IP

CH

75.6

RL 15

7.8

VERTICAL ALIGNMENTL=3.56m L=32.44m L=9.2m L=21.2m L=9.2m L=794.39m

G=16.67% G=0% G=-25% G=0% G=25% G=0%

R=20.00m R=-20.00m R=-60.00m R=-60.00m R=60.00mHORIZONTAL ALIGNMENT L=6.22m L=16.26m L=51.55m L=63.55m L=44.89mL=19.38m L=14.17m L=3.93m L=11.72m L=59.17m L=18.50m

0.00

157.2

070.0

015

7.21

3.56

157.8

000.6

615

7.14

19.38

157.8

000.9

215

6.88

25.60

157.8

001.0

215

6.78

36.00

157.8

001.4

215

6.38

39.77

156.8

580.7

615

6.10

45.20

155.5

00-0

.1615

5.66

56.03

155.5

000.4

515

5.05

59.96

155.5

000.2

215

5.28

66.40

155.5

00-0

.7015

6.20

75.60

157.8

000.8

615

6.94

80.00

157.8

000.7

815

7.02

100.0

015

7.800

0.71

157.0

9

111.5

115

7.800

0.55

157.2

5

120.0

015

7.800

0.61

157.1

9

123.2

315

7.800

0.58

157.2

2

140.0

015

7.800

0.49

157.3

1

160.0

015

7.800

0.63

157.1

7

180.0

015

7.800

0.84

156.9

6

186.7

815

7.800

0.86

156.9

4

200.0

015

7.800

0.90

156.9

0

220.0

015

7.800

2.57

155.2

3

240.0

015

7.800

2.90

154.9

0

245.9

515

7.800

2.98

154.8

2

260.0

015

7.800

2.07

155.7

3

280.0

015

7.800

1.04

156.7

6

290.8

515

7.800

0.49

157.3

1

300.0

015

7.800

0.25

157.5

5

CHAINAGE

DESIGN SURFACE LEVEL

LEVEL DIFFERENCECUT - / FILL +

EXISTING SURFACE LEVEL

DATUM RL. 153.00

PROVIDE LEVEE KEY TO 1m DEPTH.REFER LEVEE TYPICAL SECTION ONDRAWING 23-15556-C600

LOW FLOW PIPE REFER DETAILDRAWING 23-15556-C610

LONGITUDINAL SECTION - CH 0.00 TO 300.00HORZ 1:500 VERT 1:100








signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Scott Donders

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

23-15556-C601

B

P CHILDS S DONDERS

AS SHOWN

AT ORIGINAL SIZE 0

AT ORIGINAL SIZE0

25mHORIZONTAL 1:500

5 15 2010

VERTICAL 1:100 1 5m432

Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


LAYOUT PLANSCALE 1:500

NOTE:1. REFER DRAWING 23-15556-G601 FOR GENERAL NOTES AND

LEGEND2. REFER DRAWING 23-15556-C600 FOR GENERAL ARRANGEMENT

PLAN AND TYPICAL DETAILS3. REFER DRAWING 23-15556-C604 TO C609 FOR LEVEE CROSS

SECTIONS4. REFER DRAWING 23-15556-C617 FOR SETOUT DETAILS

FOR CONTINUATION REFER TO DRAWING 23-15556-C602

LIMIT OF WORKS

ADDITIONAL FILL AVAILABLEFROM THESE AREA

155

1

5

5

156

1

5

6

156

1

5

6

1

5

6

156

156

156

1

5

6

1

5

6

1

5

6

156

1

5

6

1

5

6

1

5

6

156

1

5

6

1

5

6

1

5

6

1

5

6

156

156

1

5

6

1

5

7

1

5

7

157

157

1

5

7

1

5

7

157

157

1

5

7

||

|

|

||

||

|| |

| | | | | | | | | | | | | | | || |

|

||

|

|

|

|

|

|

||

||

||

||

||

||

||

|| | | | | | | | | | | | | | | | | |

||||||||||||||||||||

||

||

||

||

||

||

||

||

|

|

|

|

||

||

|||||||||||||||||||

||

|

||

|

|

||

|

CT 541.029

TC 525.549

CT 493.328

TC 459.931

CT 442.574

TC 309.342

CT 290.847

600.000

575.000

550.000

525.000

500.000

475.000

450.000

375.000

325.000

300.000

275.000

TC 414.748

CT 361.001

425.000

400.000

350.000

VERTICAL ALIGNMENTL=794.39m

G=0%

R=-60.00m R=40.00m R=40.00m R=-10.00mHORIZONTAL ALIGNMENT L=51.66m L=27.83m L=33.40m L=15.48mL=18.50m L=53.75m L=17.36m L=32.22m L=294.41m

300.0

015

7.800

0.25

157.5

5

309.3

415

7.800

0.26

157.5

4

320.0

015

7.800

0.28

157.5

2

340.0

015

7.800

0.29

157.5

1

360.0

015

7.800

0.04

157.7

636

1.00

157.8

000.0

315

7.77

380.0

015

7.800

-0.13

157.9

3

400.0

015

7.800

-0.13

157.9

3

414.7

515

7.800

-0.11

157.9

1

420.0

015

7.800

-0.08

157.8

8

440.0

015

7.800

0.14

157.6

644

2.57

157.8

000.1

815

7.62

459.9

315

7.800

0.97

156.8

3

480.0

015

7.800

1.81

155.9

9

493.3

315

7.800

1.64

156.1

6

500.0

015

7.800

1.49

156.3

1

520.0

015

7.800

1.45

156.3

5

525.5

515

7.800

1.35

156.4

5

540.0

015

7.800

1.71

156.0

954

1.03

157.8

001.7

015

6.10

560.0

015

7.800

1.48

156.3

2

580.0

015

7.800

1.36

156.4

4

600.0

015

7.800

1.32

156.4

8

CHAINAGE




DATUM RL. 154.00

CONSTRUCT NEW CUT OFF TRENCH.REFER TYPICAL LEVEE BANK DETAILON DRAWING 23-15556-C600









signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Scott Donders

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

23-15556-C602

B

P CHILDS S DONDERS

AS SHOWN

AT ORIGINAL SIZE 0

AT ORIGINAL SIZE0

25mHORIZONTAL 1:500

5 15 2010


Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565







N



1

5

6

1

5

7

1

5

7

157

157

1

5

7

157

157

157

1

5

7

1

5

7

1

5

7

1

5

8

1

5

8

1

5

8

1

5

8

C

C

C

C

| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |

||

||

| |

||

||

||

|||||||||||||||||||||||||||||||||||||||||||||||||||||||

TC 857.233

TC26.058

CT10.819

TC3.380

0.000

CT 869.387

CT 842.278TC 835.435

869.988

850.000

825.000

800.000

775.000

750.000

725.000

700.000

675.000

650.000

625.000

600.000

GRADUALLY CHANGEBATTER GRADE FROM 1:4TO 1:6 AROUND BEND.

REMOVE HIGH MOUND TO 600mm BELOWDESIGN HEIGHT. COMPACT FILL MATERIALTO CONSTRUCT LEVEE TO DESIGNHEIGHT. REINSTATE TREATED PINE LOGFENCE UPON COMPLETION OFEARTHWOKS

REMOVE EACH TREE


G=0%

R=-10.00m R=8.00mHORIZONTAL ALIGNMENT L=6.84m L=12.15mL=294.41m L=14.95m L=0.60m

600.0

015

7.800

1.32

156.4

8

620.0

015

7.800

1.18

156.6

2

640.0

015

7.800

1.02

156.7

8

660.0

015

7.800

1.06

156.7

4

680.0

015

7.800

0.92

156.8

8

700.0

015

7.800

0.81

156.9

9

720.0

015

7.800

0.66

157.1

4

740.0

015

7.800

0.58

157.2

2

760.0

015

7.800

0.58

157.2

2

780.0

015

7.800

0.55

157.2

5

800.0

015

7.800

0.49

157.3

1

820.0

015

7.800

0.10

157.7

0

835.4

315

7.800

0.33

157.4

7

840.0

015

7.800

0.31

157.4

984

2.28

157.8

000.2

915

7.51

857.2

315

7.800

0.21

157.5

986

0.00

157.8

000.1

815

7.62

869.9

915

7.800

0.00

157.8

0

CHAINAGE




DATUM RL. 154.00









signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Scott Donders

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

23-15556-C603

B

P CHILDS S DONDERS

AS SHOWN

AT ORIGINAL SIZE 0

AT ORIGINAL SIZE0

25mHORIZONTAL 1:500

5 15 2010


Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565






N



FOR

CONT

INUA

TION

REF

ER T

O DR

AWIN

G 23

-155

56-C

602

CH 0

1 in -43% -3% 1 in -4

-4.05

156.6

10

156.6

15

-1.5

156.9

90.2

615

7.252

015

7.21

015

7.207

1.515

7.05

0.11

157.1

62

2.24

156.9

80

156.9

76

OFFSET FROM CENTRELINE

EXISTINGSURFACE LEVEL

DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 155.00

CH 25

1 in -4

3% -3%

1 in -4

-10.4

515

5.61

015

5.608

-1.5

156.5

21.3

315

7.845

015

6.79

1.01

157.8

1.515

6.71

1.05

157.7

55

7.73

156.2

015

6.197



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 154.00

CH 50

1 in -4 3% -3%

-1.92

155.4

40

155.4

41-1

.515

5.45

0.09

155.5

45

015

5.49

0.01

155.5

1.515

5.51

-0.06

155.4

55



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 154.00

CH 75

1 in -43% -3%

1 in -4

-4.89

156.8

50

156.8

48

-1.5

156.9

20.7

715

7.695

015

6.90.7

515

7.65

1.515

6.82

0.78

157.6

05

5.59

156.5

80

156.5

82



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 155.00

CH 100

1 in -43% -3% 1 in -4

-5.1

156.9

50

156.9

45

-1.5

157.0

60.7

815

7.845

015

7.09

0.71

157.8

1.515

7.13

0.62

157.7

55

3.64

157.2

20

157.2

19



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 155.00

CH 125

1 in -43% -3%

1 in -4

-4.36

157.1

30

157.1

3

-1.5

157.2

20.6

215

7.845

015

7.24

0.56

157.8

1.515

7.24

0.52

157.7

55

4.11

157.1

015

7.103



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 155.00

CH 150

1 in -43% -3% 1 in -4

-4.19

157.1

70

157.1

73

-1.5

157.2

50.6

157.8

45

015

7.29

0.51

157.8

1.515

7.33

0.43

157.7

55

3.61

157.2

30

157.2

29



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 156.00

CH 175

1 in -43% -3%

1 in -4

-5.67

156.8

015

6.802

-1.5

156.9

30.9

215

7.845

015

6.95

0.85

157.8

1.515

6.99

0.77

157.7

55

4.74

156.9

40

156.9

45



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 155.00



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Scott Donders

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

23-15556-C604

B

P CHILDS S DONDERS

AS SHOWN

Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


AT ORIGINAL SIZE 0

AT ORIGINAL SIZE0

5mHORIZONTAL 1:100

1 3 42

5m4VERTICAL 1:100 1 2 3



PLAN AND TYPICAL DETAILS3. REFER DRAWING 23-15556-C601 TO C603 FOR LEVEE LAYOUT

PLAN AND LONGITUDINAL SECTIONS4. REFER DRAWING 23-15556-C617 FOR SETOUT DETAILS

REFER TYPICAL DETAILS ONDRAWING 23-15556 C601

CH 200

1 in -43% -3%

1 in -4

-5.49

156.8

50

156.8

47

-1.5

156.9

10.9

415

7.845

015

6.90.9

157.8

1.515

6.90.8

515

7.755

4.915

6.90

156.9

04OFFSET FROM CENTRELINE


DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 155.00

CH 225

1 in -4

3% -3%

1 in -4

-11.8

715

5.25

015

5.251

-1.5

155.1

82.6

715

7.845

015

5.18

2.62

157.8

1.515

5.19

2.57

157.7

55

13.1

154.8

50

154.8

54



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 154.00

CH 250

1 in -4

3% -3%

1 in -4

-12.1

815

5.17

015

5.174

-1.5

155.1

2.74

157.8

45

015

5.19

2.61

157.8

1.515

5.16

2.615

7.755

12.18

155.0

80

155.0

84



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 154.00

CH 275

1 in -43% -3%

1 in -4

-6.35

156.6

30

156.6

32

-1.5

156.6

51.1

915

7.845

015

6.67

1.13

157.8

1.515

6.65

1.11

157.7

55

6.29

156.5

60

156.5

58



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 155.00



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Scott Donders

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

23-15556-C605

B

P CHILDS S DONDERS

AS SHOWN

Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


AT ORIGINAL SIZE 0

AT ORIGINAL SIZE0

5mHORIZONTAL 1:100

1 3 42

5m4VERTICAL 1:100 1 2 3





CH 300

1 in -4 3% -3% 1 in -4

-2.96

157.4

80

157.4

8

-1.5

157.5

20.3

315

7.845

015

7.55

0.25

157.8

1.515

7.50.2

515

7.755

2.67

157.4

60

157.4

63



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 156.00

CH 325

-1.6%1 in -4

3% -3%1 in -4

-1.7%

-43.1

815

6.50

156.5

-43.1

815

6.50

156.5

-4.43

157.5

5-0

.4415

7.112

-1.5

157.5

10.3

415

7.845

015

7.49

0.31

157.8

1.515

7.46

0.29

157.7

55

4.43

157.4

-0.38

157.0

22

34.52

156.5

015

6.534

.5215

6.50

156.5



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 155.00

CH 350

-1.5%1 in -4

3% -3%1 in -4

-1.2%

-28.7

415

6.50

156.5

-28.7

415

6.50

156.5

-5.5

157.6

3-0

.7815

6.845

-1.5

157.6

30.2

115

7.845

015

7.63

0.17

157.8

1.515

7.62

0.13

157.7

55

5.515

7.62

-0.86

156.7

55

26.02

156.5

015

6.526

.0215

6.50

156.5



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 155.00

CH 375

-2.1%1 in -4

3% -3%1 in -4

-1%

-21.7

815

6.50

156.5

-21.7

815

6.50

156.5

-5.5

157.8

6-1

.0215

6.845

-1.5

157.9

2-0

.0815

7.845

015

7.93

-0.13

157.8

1.515

7.93

-0.18

157.7

55

5.515

7.89

-1.13

156.7

55

32.05

156.5

015

6.532

.0515

6.50

156.5



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 154.00



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Scott Donders

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

23-15556-C606

B

P CHILDS S DONDERS

AS SHOWN

Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


AT ORIGINAL SIZE 0

AT ORIGINAL SIZE0

5mHORIZONTAL 1:100

1 3 42

5m4VERTICAL 1:100 1 2 3





CH 400

-2.3%1 in -4

3% -3%1 in -4

-1%

-20.3

215

6.50

156.5

-20.3

215

6.50

156.5

-5.5

157.8

8-1

.0315

6.845

-1.5

157.9

2-0

.0715

7.845

015

7.93

-0.13

157.8

1.515

7.94

-0.19

157.7

55

5.515

7.92

-1.16

156.7

55

30.85

156.5

015

6.530

.8515

6.50

156.5



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 155.00

CH 425

-2.2%1 in -4

3% -3%1 in -4

-1.3%

-23.7

515

6.50

156.5

-23.7

515

6.50

156.5

-5.23

157.7

7-0

.8615

6.912

-1.5

157.8

5-0

157.8

45

015

7.84

-0.04

157.8

1.515

7.84

-0.08

157.7

55

5.23

157.8

3-1

.0115

6.822

29.36

156.5

015

6.529

.3615

6.50

156.5



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 155.00

CH 450

1 in -4 3% -3% 1 in -4

-2.99

157.4

70

157.4

72

-1.5

157.5

0.35

157.8

45

015

7.53

0.27

157.8

1.515

7.54

0.22

157.7

55

2.51

157.5

015

7.502



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 156.00

CH 475

1 in -4

3% -3%

1 in -4

-8.22

156.1

70

156.1

66

-1.5

155.9

1.95

157.8

45

015

5.93

1.87

157.8

1.515

5.95

1.815

7.755

8.35

156.0

40

156.0

44



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 155.00

CH 500

1 in -4

3% -3%

1 in -4

-7.93

156.2

40

156.2

37

-1.5

156.2

61.5

915

7.845

015

6.31

1.49

157.8

1.515

6.31.4

515

7.755

7.43

156.2

70

156.2

74



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 155.00

CH 525

1 in -4

3% -3%

1 in -4

-7.15

156.4

30

156.4

32

-1.5

156.4

21.4

215

7.845

015

6.42

1.38

157.8

1.515

6.43

1.33

157.7

55

7.49

156.2

60

156.2

57



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 155.00



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Scott Donders

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

23-15556-C607

B

P CHILDS S DONDERS

AS SHOWN

Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


AT ORIGINAL SIZE 0

AT ORIGINAL SIZE0

5mHORIZONTAL 1:100

1 3 42

5m4VERTICAL 1:100 1 2 3





CH 550

1 in -4

3% -3%1 in -4

-7.16

156.4

30

156.4

31

-1.5

156.2

11.6

415

7.845

015

6.23

1.57

157.8

1.515

6.29

1.46

157.7

55

6.74

156.4

40

156.4

45



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 155.00

CH 575

1 in -43% -3%

1 in -4

-6.72

156.5

40

156.5

41

-1.5

156.4

81.3

615

7.845

015

6.43

1.37

157.8

1.515

6.51.2

615

7.755

5.84

156.6

70

156.6

71



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 155.00

CH 600

1 in -43% -3%

1 in -4

-6.49

156.6

015

6.597

-1.5

156.5

41.3

115

7.845

015

6.48

1.32

157.8

1.515

6.57

1.19

157.7

55

5.44

156.7

70

156.7

69



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 155.00

CH 625

1 in -43% -3%

1 in -4

-5.29

156.9

015

6.898

-1.5

156.7

21.1

315

7.845

015

6.63

1.17

157.8

1.515

6.71.0

515

7.755

4.98

156.8

80

156.8

85



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 155.00

CH 650

1 in -43% -3%

1 in -4

-5.02

156.9

60

156.9

64

-1.5

156.7

81.0

615

7.845

015

6.75

1.05

157.8

1.515

6.81

0.94

157.7

55

4.51

157

015

7.002



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 155.00

CH 675

1 in -43% -3%

1 in -4

-4.92

156.9

90

156.9

91

-1.5

156.7

51.0

915

7.845

015

6.82

0.98

157.8

1.515

6.92

0.84

157.7

55

4.18

157.0

90

157.0

86



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 155.00

CH 700

1 in -43% -3% 1 in -4

-3.98

157.2

20

157.2

24

-1.5

156.8

80.9

715

7.845

015

6.99

0.81

157.8

1.515

7.11

0.65

157.7

55

3.49

157.2

60

157.2

57



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 156.00



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Scott Donders

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

23-15556-C608

B

P CHILDS S DONDERS

AS SHOWN

Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


AT ORIGINAL SIZE 0

AT ORIGINAL SIZE0

5mHORIZONTAL 1:100

1 3 42

5m4VERTICAL 1:100 1 2 3





CH 725

1 in -43% -3% 1 in -4

-4.04

157.2

10

157.2

09

-1.5

157.0

90.7

615

7.845

015

7.17

0.63

157.8

1.515

7.28

0.48

157.7

55

2.99

157.3

80

157.3

83



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 156.00

CH 750

1 in -4 3% -3% 1 in -4

-3.54

157.3

40

157.3

36

-1.5

157.2

40.6

157.8

45

015

7.20.6

157.8

1.515

7.31

0.45

157.7

55

2.86

157.4

20

157.4

15



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 156.00

CH 775

1 in -4 3% -3% 1 in -4

-3.59

157.3

20

157.3

23

-1.5

157.2

60.5

915

7.845

015

7.21

0.59

157.8

1.515

7.31

0.44

157.7

55

2.82

157.4

20

157.4

25



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 156.00

CH 800

1 in -4 3% -3% 1 in -4

-3.22

157.4

10

157.4

14

-1.5

157.3

50.5

157.8

45

015

7.31

0.49

157.8

1.515

7.43

0.33

157.7

55

2.55

157.4

90

157.4

91



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 156.00

CH 850

1 in -4 3% -3% 1 in -4

-2.74

157.5

40

157.5

36

-1.5

157.4

80.3

715

7.845

015

7.41

0.39

157.8

1.515

7.40.3

515

7.755

2.94

157.4

015

7.396



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 156.00

CH 870

-1.5

157.7

8

015

7.8

1.515

7.82



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 156.00

CH 825

3% -3%

-2.45

158.0

8-0

.6815

7.4

-1.5

158.1

2-0

.2815

7.845

015

8.16

-0.36

157.8

1.515

8.2-0

.4415

7.755

3.48

158.2

5-0

.7515

7.500



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 157.00 1 in -4 1 in -4

REMOVE HIGH MOUND TO 600mmBELOW DESIGN HEIGHT. COMPACT FILL MATERIALTO CONSTRUCT LEVEE TO DESIGN HEIGHT



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Scott Donders

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

23-15556-C609

B

P CHILDS S DONDERS

AS SHOWN

Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


AT ORIGINAL SIZE 0

AT ORIGINAL SIZE0

5mHORIZONTAL 1:100

1 3 42

5m4VERTICAL 1:100 1 2 3





MATCH TO EXISTING


G=0.39%

HORIZONTAL ALIGNMENT L=53.00m L=10.56m

0.00

153.5

00

20.00

153.5

78-1

.9615

5.54

40.00

153.6

57-3

.2415

6.90

60.00

153.7

35-0

.7215

4.46

63.56

153.7

490.0

015

3.75

CHAINAGE




DATUM RL. 150.00

LONGITUDINAL SECTION - LOW FLOW PIPEHORZ 1:200 VERT 1:200

53.00

252

.454

53.53

415

3.707

153.7

1015

5.401

155.3

97

1 in -43% -3%

1 in -4






||

|

|

||

||

||

||

||

||

||

||

||

||

||

||

||

||

||

||

||

||

||

||

||

||

||

||

||

||

||

||

||

||

|

||

||

|

0.000

10.000

20.000

30.000

40.000

50.000

60.000 63.560

53.002

B-

INSTALL Ø450mm RCP RRJCLASS 2 LOW FLOW PIPE

INSTALL PIT AND VALVE.REFER SECTION B DETAIL.

LOW FLOW PIPE INVERT AT RL 153.75

1

5

3

1

5

4

154

155

1

5

5

1

5

5

1

5

5

1

5

5

1

5

6

1

5

6

157

157

PRECAST HEADWALL

PRECAST HEADWALL

2m GABION MATRESS

SHAPE SHALLOWCHANNEL TO DIRECTFLOW TO CREEK LINE

A-

C-

PROVIDE CAST IRON CHECKER PLATELOCKING LID WITH HOLE FOR VALVE SPINDLETO SUIT

DN450 RCP RRJ

ROCLA 900X900 RKO PIT BASEPBKL0909060E.

1600

1080

TYCO Ø450mm KEYSTONE KNIFE GATE VALVE - FIGURE 952

TYPICAL DETAIL: LOW FLOW DRAINAGE PIT

RL 153.71

RL 155.30

5045

0

45090

060

015

0

ROCLA 900X900X600 RKO PIT RISERPRSL0906060E.

ROCLA 900X900X150 RKO PIT RISERPRSL0906015E.

SECTIONB- SCALE 1 : 50

NOTES:1. ALL PIT PENETRATIONS TO BE WATERTIGHT2. PIPE TO BE LAID AT MIN. 0.5% GRADE3. HOLE TO BE DRILLED IN PIT LID FOR EXTENDED SPINDLE SHAFT.

SPINDLE SHAFT TO BE CAPPED WITH KEY ADAPTOR TO SIT FLUSHWITH TOP OF PIT LID. DIAMETER OF HOLE IS TO BE WIDE ENOUGHTO ACCOMMODATE REMOVABLE HANDLE WITH SOCKET TO FIT KEYADAPTOR TO OPERATE VALVE

1.00

NATURAL SURFACE RESPREAD 100mm TOPSOIL OVER INVERTAND BATTERS AND SEED WITH LOCALGRASSES

SHALLOW CHANNEL TYPICAL SECTION

1 in -30%1 in -3

SECTIONA- SCALE 1 :200

LOW FLOW PIPE SETOUT POINTSPOINT EASTING NORTHING

CH 0.000 474847.121 6102774.688

474857.113 6102775.176

474867.102 6102775.634

474877.092 6102776.092

474887.081 6102776.551

474897.071 6102777.009

474900.015 6102777.151

474906.369 6102774.099

474909.574 6102772.549

CH 10.000

CH 20.000

CH 30.000

CH 40.000

CH 50.000

CH 53.002

CH 60.000

CH 63.560

1.2m (TYP.)

1.2m

(TYP

.)

3.0m (MIN)

154.137

157.80

EXISTING SURFACE

DESIGN SURFACE

0.45m

BACKFILL TO 98% MDD. MOISTURECONDITIONED TO OMC 0% TO OMC +2%

450mm Ø LOW FLOW PIPE

CONCRETE ENCASING AROUND PIPE (300mm MIN)

EXCAVATE 3m WIDE SLOT TO APPROX LEVEL 300mmABOVE TOP OF LOW FLOW PIPE WITH SIDE SLOPESOF 1(V) : 1(H) MAX.

EXCAVATE NARROW SERVICE TRENCH TOMATCH CONCRETE ENCASEMENT

SECTIONC- 50SCALE 1 :

LOW FLOW PIPE TYPICAL SECTION



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Scott Donders

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

23-15556-C610

B

P CHILDS S DONDERS

AS SHOWNAT ORIGINAL SIZE 0

AT ORIGINAL SIZE0

25mHORIZONTAL 1:500

5 15 2010


0 2.5 10 12.5m7.55


Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


0


500 2000 2500mm15001000



PLAN AND TYPICAL DETAILS



G=0.77%

R=20.00m R=-20.00m R=-40.00m R=40.00m R=-50.00mHORIZONTAL ALIGNMENT L=7.44m L=6.99m L=20.33m L=27.76m L=46.66mL=3.38m L=15.24m L=29.19m L=112.12m L=13.19m L=112.72m

0.00

157.0

770.0

015

7.08

3.38

157.1

03-0

.2115

7.31

10.82

157.1

60-0

.2115

7.37

25.00

157.2

70-0

.1215

7.39

26.06

157.2

78-0

.1115

7.39

33.05

157.3

32-0

.0815

7.41

50.00

157.4

63-0

.0315

7.50

62.23

157.5

580.0

015

7.55

75.00

157.6

57-0

.0415

7.70

82.57

157.7

15-0

.1715

7.88

100.0

015

7.850

-0.27

158.1

2

125.0

015

8.044

-0.22

158.2

7

150.0

015

8.237

-0.24

158.4

7

175.0

015

8.431

-0.26

158.6

9

194.6

915

8.583

-0.43

159.0

1

200.0

015

8.624

-0.35

158.9

7

222.4

515

8.798

-0.32

159.1

222

5.00

158.8

17-0

.3115

9.13

235.6

415

8.900

-0.29

159.1

9

250.0

015

9.011

-0.33

159.3

4

275.0

015

9.204

-0.35

159.5

5

282.3

015

9.261

-0.34

159.6

0

300.0

015

9.398

-0.27

159.6

6

CHAINAGE




DATUM RL. 155.00

LONGITUDINAL SECTION - BERM 02 CH 0.00 TO 300.00HORZ 1:500 VERT 1:100








signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Scott Donders

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

23-15556-C611

B

P CHILDS S DONDERS

AS SHOWN

AT ORIGINAL SIZE 0

AT ORIGINAL SIZE0

25mHORIZONTAL 1:500

5 15 2010


Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565








FOR

CONT

INUA

TION

REF

ER T

O DR

AWIN

G 23

-155

56-C

603


G=0.77%

HORIZONTAL ALIGNMENT L=112.72m

300.0

015

9.398

-0.27

159.6

6

325.0

015

9.591

-0.13

159.7

2

350.0

015

9.785

-0.06

159.8

5

375.0

015

9.978

-0.04

160.0

2

395.0

216

0.133

0.00

160.1

3

CHAINAGE




DATUM RL. 157.00

LONGITUDINAL SECTION - BERM 02 CH 300.00 TO 395.02 HORZ 1:500 VERT 1:100








signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Scott Donders

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

23-15556-C612

B

P CHILDS S DONDERS

AS SHOWNAT ORIGINAL SIZE 0

AT ORIGINAL SIZE0

25mHORIZONTAL 1:500

5 15 2010


0 5 20 25m1510


Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


MATCH TO EXISTING SURFACE





FOR

CONT

INUA

TION

REF

ER T

O DR

AWIN

G 23

-155

56-C

611

CH 0

1 in 31 in 3

0% 1 in -3

-0.93

157.3

015

7.303

-0.25

157.1

8-0

.115

7.077

015

7.08

015

7.077

0.25

157.0

20.0

615

7.077

3.25

157.2

80.7

915

8.077

3.75

157.2

90.7

815

8.077

5.91

157.3

60

157.3

55



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 156.00

CH 25

1 in 31 in 3

0%1 in -3

-0.62

157.3

90

157.3

93-0

.2515

7.39

-0.12

157.2

70

157.3

9-0

.1215

7.27

0.25

157.3

9-0

.1215

7.27

3.25

157.4

30.8

415

8.27

3.75

157.4

50.8

215

8.27

5.96

157.5

30

157.5

34



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 156.00

CH 50

1 in 30%

1 in -3

-0.31

157.4

80

157.4

82-0

.2515

7.48

-0.02

157.4

630

157.5

-0.03

157.4

630.2

515

7.51

-0.04

157.4

63

3.25

157.6

30.8

315

8.463

3.75

157.6

40.8

215

8.463

6.07

157.6

90

157.6

9



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 156.00

CH 75

1 in 30%

1 in -3

-0.41

157.7

10

157.7

11-0

.2515

7.71

-0.05

157.6

570

157.7

-0.04

157.6

570.2

515

7.7-0

.0415

7.657

3.25

157.6

90.9

715

8.657

3.75

157.6

90.9

715

8.657

6.48

157.7

50

157.7

49



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 156.00

CH 100

1 in 31 in 3

0%1 in -3

-1.08

158.1

30

158.1

27

-0.25

158.1

2-0

.2715

7.85

015

8.12

-0.27

157.8

50.2

515

8.12

-0.27

157.8

5

3.25

158.0

90.7

615

8.85

3.75

158.0

90.7

615

8.85

6.03

158.0

90

158.0

91



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 157.00

CH 125

1 in 31 in 3

0%1 in -3

-0.91

158.2

60

158.2

62

-0.25

158.2

6-0

.2215

8.044

015

8.27

-0.22

158.0

440.2

515

8.27

-0.22

158.0

44

3.25

158.2

80.7

615

9.044

3.75

158.2

80.7

615

9.044

6.01

158.2

90

158.2

91



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 157.00

CH 150

1 in 31 in 3

0%1 in -3

-0.95

158.4

70

158.4

7

-0.25

158.4

7-0

.2415

8.237

015

8.47

-0.24

158.2

370.2

515

8.48

-0.24

158.2

37

3.25

158.4

90.7

515

9.237

3.75

158.4

90.7

515

9.237

5.97

158.5

015

8.499



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 157.00

CH 175

1 in 31 in 3

0% 1 in -3

-1.04

158.6

90

158.6

94

-0.25

158.6

9-0

.2615

8.431

015

8.69

-0.26

158.4

310.2

515

8.69

-0.26

158.4

31

3.25

158.7

10.7

215

9.431

3.75

158.7

10.7

215

9.431

5.87

158.7

20

158.7

23



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 157.00

CH 200

1 in 31 in 3

0% 1 in -3

-1.21

158.9

40

158.9

45

-0.25

158.9

7-0

.3415

8.624

015

8.97

-0.35

158.6

240.2

515

8.98

-0.35

158.6

24

3.25

159.0

20.6

159.6

243.7

515

9.02

0.61

159.6

24

5.55

159.0

30

159.0

25



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 157.00

CH 225

1 in 31 in 3

0% 1 in -3

-1.24

159.1

50

159.1

47

-0.25

159.1

3-0

.3115

8.817

015

9.13

-0.31

158.8

170.2

515

9.12

-0.3

158.8

17

3.25

159.1

50.6

715

9.817

3.75

159.1

50.6

615

9.817

5.69

159.1

70

159.1

71



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 158.00

CH 250

1 in 31 in 3

0%1 in -3

-1.32

159.3

70

159.3

69

-0.25

159.3

5-0

.3415

9.011

015

9.34

-0.33

159.0

110.2

515

9.34

-0.33

159.0

11

3.25

159.2

80.7

316

0.011

3.75

159.2

80.7

316

0.011

5.95

159.2

80

159.2

76



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 158.00

CH 275

1 in 31 in 3

0% 1 in -3

-1.3

159.5

50

159.5

54

-0.25

159.5

5-0

.3515

9.204

015

9.55

-0.35

159.2

040.2

515

9.55

-0.35

159.2

04

3.25

159.5

50.6

516

0.204

3.75

159.5

50.6

616

0.204

5.73

159.5

50

159.5

46



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 158.00



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Scott Donders

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

23-15556-C613

B

P CHILDS S DONDERS

AS SHOWN

Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


AT ORIGINAL SIZE 0

AT ORIGINAL SIZE0

5mHORIZONTAL 1:100

1 3 42

5m4VERTICAL 1:100 1 2 3

CH 300

1 in 31 in 3

0%1 in -3

-1.04

159.6

60

159.6

62

-0.25

159.6

6-0

.2715

9.398

015

9.66

-0.27

159.3

980.2

515

9.66

-0.27

159.3

98

3.25

159.6

60.7

316

0.398

3.75

159.6

60.7

316

0.398

5.96

159.6

60

159.6

6



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 158.00

CH 325

1 in 31 in 3

0%1 in -3

-0.62

159.7

20

159.7

16-0

.2515

9.72

-0.13

159.5

910

159.7

2-0

.1315

9.591

0.25

159.7

2-0

.1315

9.591

3.25

159.7

30.8

616

0.591

3.75

159.7

30.8

616

0.591

6.31

159.7

40

159.7

37



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 158.00

CH 350

1 in 30%

1 in -3

-0.42

159.8

40

159.8

43-0

.2515

9.84

-0.06

159.7

850

159.8

5-0

.0615

9.785

0.25

159.8

5-0

.0615

9.785

3.25

159.8

60.9

216

0.785

3.75

159.8

60.9

216

0.785

6.47

159.8

80

159.8

78



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 159.00

CH 375

1 in 30%

1 in -3

-0.38

160.0

20

160.0

21-0

.2516

0.02

-0.04

159.9

780

160.0

2-0

.0415

9.978

0.25

160.0

2-0

.0415

9.978

3.25

160.0

30.9

516

0.978

3.75

160.0

30.9

516

0.978

6.58

160.0

30

160.0

34



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 159.00

CH 395

1 in 30%

1 in -3

-0.25

160.1

30

160.1

33-0

.2516

0.13

016

0.133

016

0.13

016

0.133

0.25

160.1

3-0

160.1

33

3.25

160.1

40.9

916

1.133

3.75

160.1

40.9

916

1.133

6.72

160.1

40

160.1

44



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 159.00



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Scott Donders

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

23-15556-C614

B

P CHILDS S DONDERS

AS SHOWN

Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


AT ORIGINAL SIZE 0

AT ORIGINAL SIZE0

5mHORIZONTAL 1:100

1 3 42

5m4VERTICAL 1:100 1 2 3





C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

PLACE GUIDEPOSTS AT SPACINGSNO GREATER THAN 5m ALONGSIDECULVERT STRUCTURES.

NEW PRE CAST CONCRETEWING WALLS.

INSTALL 2 CELL PRECASTØ900mm CLASS 4 CONCRETE PIPE CULVERTS,ON CAST IN SITU BASE SLAB, TO STRUCTURAL ENGINEERS DETAIL

NEW PRE CAST CONCRETEWING WALLS.

RETAIN Ø750mm CONCRETE PIPE CULVERT.

||

||

||

||

||

||

||

||

2.0m

7.0m

2.0m

6.5m

1

2

3

4

14.40m

LEGEND

| | | |

E(OH)

C

W

214.5

DESIGN CONTROL LINE

TOP OF BATTER

BOTTOM OF BATTER

DESIGN SURFACE

EXISTING SURFACE



EXISTING WATER

EXISTING FENCE

CADASTRE BOUNDARIES

CONTOUR INTERVALS

EXISTING TREES

GABION MATRESS

CULVERT LAYOUT






300m

m

ROCK MATTRESS WITH Ø53mm ROCK

ENVIRO 6030 LINER (OREQUIVALENT) BENEATH ROCK

PRECAST HEADWALL

2000mm

GABION MATTRESS TYPICAL SECTIONSCALE 1:20

DOWEL GABION MATTRESS TO HEADWALL APRON

CULVERT SETOUT POINTS

POINT EASTING NORTHING ELEVATION

1 475563.238 6102583.197 156.641

2 475564.119 6102584.002 156.641

3 475573.758 6102573.303 156.799

4 475572.877 6102572.498 156.799



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Scott Donders

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

23-15556-C615

B

P CHILDS S DONDERS

AS SHOWN

0


0.5 2.0 2.5m1.51.0

Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


0 200 800 1000mm600400


N

LOCKHART COLLINGULLIE ROAD

SHAPE CHANNEL AND TAIL OUTDOWNSTREAM OF NEW CULVERT

5.8m 5.8m 1.4m

NEW PRECAST HEADWALL AND WING WALLS

1% GRADE

RL 156.631RL156.799

1.40

NEW Ø900mm STORMWATER PIPE

NEW PRECAST HEADWALL,WING WALLS AND APRON

RL158.061 (ROAD EDGE LINE)RL158.061 (ROAD EDGE LINE) RL158.085






PRECAST CONCRETE HEADWALL TO SUIT

150mm MIN THICKNESS DGB20 CRUSHED ROCK

COMPACTED SAND

150

150

14/7 2 COAT SEAL TO OVERLAPEXISTING BY 200mm EITHER SIDE OF TRENCH

MINIMUM 300mm GRAVEL BASE COURSE IN ACCORDANCE WITHLOCKHART SHIRE COUNCIL STANDARDS

4% PLANT-MIXED CEMENT STABILISEDSAND COMPACTED IN 300mm LAYERS

TRENCH SECTION - UNDER ROADWAYSSCALE 1:20

300 900



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Scott Donders

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

23-15556-C616

B

P CHILDS S DONDERS

AS SHOWN

0 0.1 0.4 0.5m0.30.2


Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


0


0.5 2.0 2.5m1.51.0

ELEVATIONAC617 SCALE 1 : 10

SECTIONAC618 SCALE 1 : 50

0


0.2 0.8 1.0m0.60.4

GOVERNMENT DAM LEVEE SETOUT POINTSCHAINAGE EASTING NORTHING

474937.416 6102828.1600.000

474921.421 6102817.219TC 19.379

474916.399 6102814.73525.000

474915.830 6102814.557CT 25.596

474902.246 6102810.517TC 39.769

474893.591 6102805.27250.000

474890.102 6102800.380CT 56.032

474888.338 6102796.895TC 59.063

474883.278 6102782.75075.000

474883.038 6102757.932100.000

474886.376 6102746.931CT 111.513

474890.836 6102736.098TC 123.229

474891.535 6102734.470125.000

474906.125 6102714.392150.000

474927.593 6102701.937175.000

474939.069 6102699.380CT 186.779

474952.196 6102697.782200.000

474977.013 6102694.763225.000

474997.811 6102692.233TC 245.952

475001.810 6102691.609250.000

475024.701 6102682.015275.000

475036.398 6102671.393CT 290.847

475042.305 6102664.401300.000

475048.335 6102657.265TC 309.342

475059.877 6102646.750325.000

475082.737 6102637.085350.000

475093.668 6102635.988CT 361.001

475107.666 6102635.871375.000

475132.665 6102635.663400.000

475147.413 6102635.540TC 414.748

475157.542 6102634.149425.000

475172.970 6102626.032CT 442.574

475178.631 6102621.226450.000

475186.201 6102614.798TC 459.931

475195.602 6102603.135475.000

475200.290 6102585.583CT 493.328

475200.503 6102578.914500.000

475201.301 6102553.927525.000

475201.320 6102553.334TC 525.549

475211.405 6102543.698CT 541.029

475220.375 6102543.780550.000

475245.374 6102544.009575.000

475270.373 6102544.238600.000

475295.372 6102544.467625.000

475320.371 6102544.697650.00

475345.370 6102544.926675.000

475370.369 6102545.155700.000

475395.368 6102545.384725.000

475420.367 6102545.613750.000

475445.366 6102545.842775.000

475470.364 6102546.072800.000

475495.363 6102546.301825.000

475505.798 6102546.396TC 835.435

475512.098 6102548.705CT 842.278

475518.036 6102553.642850.000

475523.598 6102558.266TC 857.233

475534.592 6102557.539CT869.387

475535.000 6102557.097869.988

POINT EASTING NORTHING

BUND AND DIVERSION CHANNELSETOUT POINTS

CHAINAGE EASTING NORTHING

475572.546 6102570.0370.000

475574.402 6102567.212TC 3.380

475577.250 6102560.386CT 10.819

475580.197 6102546.51525.000

475580.417 6102545.480TC 26.058

475583.024 6102539.031CT 33.049

475592.012 6102524.65950.000

475598.500 6102514.286TC 62.235

475606.866 6102504.71775.000

475613.112 6102500.461CT 82.570

475628.379 6102492.050100.000

475650.276 6102479.987125.000

475672.173 6102467.924150.000

475694.070 6102455.861175.000

475711.314 6102446.362TC 194.687

475715.784 6102443.497200.000

475729.259 6102425.912CT 222.448

475730.190 6102423.536225.000

475734.071 6102413.626TC 235.642

475741.141 6102401.187250.000

475760.680 6102386.010275.000

475767.564 6102383.595CT 282.642

475784.647 6102378.971300.000

475808.779 6102372.439325.000

475832.910 6102365.907350.000

475857.042 6102359.375375.000

475876.366 6102354.145395.020

SETOUT POINTSTBM EASTING NORTHING ELEVATION

01 475211.677 6102580.199 156.294

02 475550.212 6102535.347 157.856

03 475723.357 6102741.264 156.294

04 475727.244 6102376.666 159.518



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Scott Donders

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

23-15556-C617

B

P CHILDS S DONDERS

AS SHOWN

0 0.1 0.4 0.5m0.30.2


Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


0


0.5 2.0 2.5m1.51.0

0


0.2 0.8 1.0m0.60.4

23-15556-G600 - Lockhart Shire...G20.DO NOT OBTAIN DIMENSIONS BY SCALING FROM DRAWINGS....

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Transcript of 23-15556-G600 - Lockhart Shire...G20.DO NOT OBTAIN DIMENSIONS BY SCALING FROM DRAWINGS....