LOCKHART SHIRE COUNCIL FLOOD MITIGATION …...23-15556-C302 GENERAL ARRANGEMENT KEY PLAN...

GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1

This Drawing must not be

used for Construction unless

signed as Approved

GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1

Date

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DateDrawnRevisionNo

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Title

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Client

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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:14 November 2016 - 1:14 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-C300.dwg

Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

CONSTRUCTION

LOCKHART SHIRE COUNCIL

FLOOD MITIGATION WORKS

NICHOLAS ST.,YERONG ST., & URANA ST. DRAINAGE WORKS

COVER SHEET, LOCALITY PLAN AND DRAWING LIST

23-15556-C300

0

P CHILDS S DONDERS

H.WARR S.FARRELL

N.SZYAMANSKI

14.11.16

NTS

0 FOR CONSTRUCTION PC SF NS 14.11.16




23-15556

DRAWING LISTDRG No. DRAWING TITLE

23-15556-C300 COVER SHEET, LOCALITY PLAN AND DRAWING LIST

23-15556-C301 GENERAL NOTES AND LEGEND

23-15556-C302 GENERAL ARRANGEMENT KEY PLAN

23-15556-C303 OPEN CHANNEL TYPICAL SECTIONS

23-15556-C304 DRAIN 1 LAYOUT PLAN AND LONGITUDINAL SECTIONS - SHEET 1 OF 2





23-15556-C309 DRAIN 1 CROSS SECTIONS - SHEET 1 OF 3







23-15556-C317 CULVERT 1 GENERAL ARRANGEMENT PLAN






23-15556-C323 CULVERT TYPICAL ELEVATION AND SECTION

23-15556-C324 BRIDGE SECTIONS

23-15556-C325 CHANNELS SETOUT TABLES

23-15556-S300 GENERAL STRUCTURAL NOTES

23-15556-S317 CULVERT 1 - STRUCTURAL PLAN AND DETAILS


23-15556-S320 CULVERT 2 & 4 - STRUCTURAL PLAN AND DETAILS



23-15556-S323 DRIVEWAY BRIDGE STRUCTURAL DETAILS

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

LOCALITY PLANSCALE : NTS

SITE OF WORKS




signed as Approved


Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

CONSTRUCTION




GENERAL NOTES AND LEGEND

23-15556-C301

0

P CHILDS S DONDERS

H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

AS SHOWN


GENERAL NOTES: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.

STORMWATER

SW1. BACKFILL CONDITIONS TO BE AS SHOWN.

SW2. ALL STORMWATER PIPES TO BE RRJ

SW3. ALL PIPE LENGTHS, PIPE INVERTS AND LEVELS AND GRADES ARE MEASURED AT CENTRE OF STORMWATER STRUCTURE.

SW4. ALL EXISTING PITS WITHIN CONSTRUCTION AREA TO BE CLEANED AND DEBRIS REMOVED.

SW5. STORMWATER SUMPS DEEPER THAN 900mm TO HAVE STEP IRONS.

SW6. 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 BYSECTION 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

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".

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

CADASTRA BOUNDARIES

COUNTOUR INTERVALS

EXISTING TREES

TREES FOR POTENTIAL REMOVAL

GENERAL LEGEND:

214.5

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GUARDRAIL

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/

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U

WM

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WM

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REFER DRAWING 23-15556-C307 FOR DETAILS

REFER DRAWING 23-15556-C308FOR DETAILS

REFER DRAWING 23-15556-C304FOR DETAILSRE

FER

DRAW

ING

23-1

5556

-C30

6FO

R DE

TAILS


N

YERO

NG S

TREE

T

URANA STREET

KING STREET

NICHOLAS STREET

BRET

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STRE

ET

URANA STREET

URANA STREET

LEGEND:

E(OH)

C

W

214.5

DESIGN CONTROL LINE

TOP OF BATTER

BOTTOM OF BATTER

DESIGN SURFACE

EXISTING SURFACE



EXISTING WATER

EXISTING FENCE

CADASTRA BOUNDARIES

COUNTOUR INTERVALS

EXISTING TREES


20

GUARDRAIL

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

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

CONSTRUCTION




GENERAL ARRANGEMENT KEY PLAN

23-15556-C302

0

P CHILDS S DONDERS

H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

1:2000


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%

0% 0%1

0% 0%

0% 0%

2.00 2.006.001.00VARIES VARIES

1.50 1.50 VARIESVARIES

1.50 1.50 VARIESVARIES

TYPICAL SECTIONNICHOLAS STREET - DRAIN 1

AT CH. 280.0mSCALE 1:100

661

16

TYPICAL SECTIONYERONG STREET - DRAIN 2


TYPICAL SECTIONYERONG STREET - DRAIN 3


311

3

121

2

DESIGN SURFACEEXISTING SURFACE



GRASS LINED OPEN CHANNEL

GRASS LINED OPEN CHANNEL

GRASS LINED OPEN CHANNELBERM




signed as Approved


Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

0 1 4 5m32


CONSTRUCTION




SWALE TYPICAL SECTIONS

23-15556-C303

0

P CHILDS S DONDERS

H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

1:100


Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


LEGEND:

E(OH)

C

W

214.5

20

DESIGN CONTROL LINE

TOP OF BATTER

BOTTOM OF BATTER

DESIGN SURFACE

EXISTING SURFACE



EXISTING WATER

EXISTING FENCE

CADASTRA BOUNDARIES

COUNTOUR INTERVALS

EXISTING TREES


GUARDRAIL






LONGITUDINAL SECTION - DRAIN 1 CH 0.0 TO CH 300.0SCALE H 1:500, V 1:100

EXISTING SURFACE

DESIGN SURFACE

MATC

H TO

DRA

IN 2

INVE

RT

VERTICAL ALIGNMENT

HORIZONTAL ALIGNMENT

CHAINAGE

DESIGN SURFACE LEVEL

LEVEL DIFFERENCECUT - / FILL +

EXISTING SURFACE LEVEL

DATUM RL. 209.00 L=8.7m L=231.3m L=136.93m

G=0.53% G=0.24% G=1%

R=-15.00m R=100.00mL=23.58m L=29.71mL=8.15m L=220.75m L=94.74m

0.00

210.7

62-1

.1921

1.95

8.15

210.8

05-1

.1521

1.95

8.70

210.8

08-1

.1421

1.95

20.00

210.8

35-1

.2821

2.11

31.73

210.8

63-1

.4321

2.29

40.00

210.8

83-1

.4921

2.37

60.00

210.9

31-1

.4521

2.38

80.00

210.9

79-1

.3621

2.34

100.0

021

1.027

-1.37

212.4

0

120.0

021

1.076

-1.37

212.4

4

140.0

021

1.124

-1.38

212.5

0

160.0

021

1.172

-1.19

212.3

6

180.0

021

1.220

-1.04

212.2

6

200.0

021

1.268

-1.00

212.2

6

220.0

021

1.316

-0.93

212.2

4

240.0

021

1.364

-0.90

212.2

6

252.4

821

1.489

-0.74

212.2

2

260.0

021

1.564

-0.66

212.2

2

280.0

021

1.764

-0.72

212.4

828

2.19

211.7

86-0

.7121

2.50

300.0

021

1.964

-0.70

212.6

6

IP C

H 8.7

RL 2

10.81

IP C

H 24

0 RL 2

11.36

EXISTING COMMUNICATIONSDEPTH UNKNOWN

CMTP

TP

TEL

EP

S

IG

N

S

IG

N

211.5 211.5

212.0

212.0

212.0

212.0

212.0

212.0

212.5

212.5

212.5 211.00

212.00

212.00

212.00

212.0

0

212.00

E(OH)

C C CC

CC

C

C

EP

TEL

E(OH)

E(OH)

E(OH)

212.00

212.00

212.00

212.00

212.00

NICHOLAS STREET

0.000

R-15.000

TC 252.484

R100.000

20 40 60 80

100

120

140

160

180

200

220

240

260

280

300

320

103.899

20

40

60

80

100

120


0.000

29.70510 20

DRAIN 2REFER TO DRAWINGS 23-1556-C306 TO C308FOR LAYOUT PLAN AND LONGITUDINAL SECTION

RELOCATE EXISTING COMMUNICATIONAS REQUIRED TO AVOID THE CULVERTAND TO ACHIEVE 600mm COVERBELOW CHANNEL INVERT.

DRAIN 1

CONSTRUCT NEW GRASS LINED OPENCHANNEL AND BERM




signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE


Plot Date: Cad File No:14 November 2016 - 1:20 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-C304_C308.dwg

Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

CONSTRUCTION




DRAIN 1 LAYOUT PLAN AND LONGITUDINAL SECTION 1 OF 2

23-15556-C304

0

P CHILDS S DONDERS

H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

AS SHOWN


LAYOUT PLAN - DRAIN 1 CH 0.0 TO CH 300.0SCALE 1:500

AT ORIGINAL SIZE 0

AT ORIGINAL SIZE0

25mHORIZONTAL 1:500

5 15 2010

VERTICAL 1:100 1 5m432

0 5 20 25m1510


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CONT

INUE

S ON

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WIN

G 23

-155

56-C

305

CONT

INUE

S ON

DRA

WIN

G 23

-1555

6-C30

5

LEGEND:

E(OH)

C

W

214.5

20

DESIGN CONTROL LINE

TOP OF BATTER

BOTTOM OF BATTER

DESIGN SURFACE

EXISTING SURFACE



EXISTING WATER

EXISTING FENCE

CADASTRA BOUNDARIES

COUNTOUR INTERVALS

EXISTING TREES


GUARDRAIL


EXISTING SURFACEDESIGN SURFACE

VERTICAL ALIGNMENT


CHAINAGE




DATUM RL. 210.00 L=136.93m

G=1%

L=94.74m

300.0

0 21

1.964

-0.70

212.6

6

320.0

0 21

2.164

-0.59

212.7

5

340.0

0 21

2.364

-0.36

212.7

2

360.0

0 21

2.564

-0.16

212.7

3

376.9

3 21

2.733

213.00

213.00

NICHOLAS STREET

376.933

320

340

360









signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

CONSTRUCTION





23-15556-C305

0

R PACIENTE JR. S DONDERS

H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

AS SHOWN



AT ORIGINAL SIZE 0

AT ORIGINAL SIZE0

25mHORIZONTAL 1:500

5 15 2010


CONT

INUE

S ON

DRA

WIN

G 23

-1555

6-C30

4

0 5 20 25m1510


Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


DRAIN 1

N

CONT

INUE

S ON

DRA

WIN

G 23

-155

56-C

304

CONSTRUCT NEW GRASS LINED OPENCHANNEL AND BERM

MATCH TO EXISTING

S

IG

N

S

IG

N

S

IG

N

S

IG

N

S

IG

N

211.0 211.0

211.0 211.0 211.0 211.0

211.5

211.5 211.5

211.5

211.5 211.5 211.5

211.5 211.5

211.5 211.5

211.5

211.5

211.5

212.0 212.0

212.0 212.0 212.0

212.0

212.0

212.0

212.0

212.0

212.5

212.5

212.5

212.5

213.0

213.0

213.0

213

210.00 211.00

211.00

212.00

212.00

212.00

212.00

212.00

E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH)

E(OH)

C C C C C C C C CC

CC

C

C C C C C C C C C C C C

CC

C

TEL

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

WW

WW

WW

W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

EP TEL

TEL

EPEP

EPE(OH)

E(OH)

E(OH)

E(OH)

212.00

212.00

212.00

212.00

212.00

212.00

212.00

213.00

213.00

YERONG STREET

KING

STR

EET

NICH

OLAS

STR

EET

LANE

WAY

N

DRAIN 2DRAIN 1

DRAIN 1REFER TO DRAWINGS 23-15556-C304 TO C305FOR LAYOUT PLAN AND LONGITUDINAL SECTION

0.000

R-15.000

20

40

60

0.000

103.899

171.487

173.887

239.961

244.761

20 40 60 80

100

120

140

160

180

200

220

240

260

280

300

PROVIDE 230mm THICK ROCK SCOURPROTECTION AT JUNCTION OF OPENCHANNELS UNDERSIDE AND ENDSLINED WITH GEOTEXTILE

ROAD 1

REFER TO DRAWINGS 23-15556-C304 TO C305FOR PLAN AND LONGITUDINAL SECTION

CULVERT 1DEMOLISH EXISTING CAUSEWAY AND REPLACE WITHNEW 3 Nos.1800 x 900 HIGH PRECAST BOX CULVERTS,BASE SLAB AND WING WALLS TO SUIT . RECONSTRUCTROAD TO SUIT NEW CULVERT HEIGHTS. WIDENCHANNEL BASE AND STEEPEN BATTERS TO SUIT.REFER TO DRAWING 23-15556-C317.

RELOCATE EXISTING COMMUNICATION ASREQUIRED IN THE VICINITY OF THE CULVERT TOAVOID THE CULVERT AND TO ACHIEVE 600mmCOVER BELOW CHANNEL INVERT.

0.000

27.519

10

20

0.000

29.705

10

20

0.000

26.885

20

CONSTRUCT NEW GRASSED LINEDOPEN CHANNEL

CULVERT 3DEMOLISH EXISTING CAUSEWAY AND REPLACE WITHNEW 2 Nos.1800 x 900 HIGH PRECAST BOX CULVERTSWITH LINK SLAB, BASE SLAB AND WING WALLS TO SUIT .RECONSTRUCT ROAD TO SUIT NEW CULVERT HEIGHTS.WIDEN CHANNEL BASE AND STEEPEN BATTERS TO SUIT.REFER TO DRAWING 23-15556-C319.

CULVERT 2NEW 2 Nos.1800 x 900 HIGH PRECAST BOX CULVERTSWITH LINK SLAB, BASE SLAB AND WING WALLS TO SUIT .RECONSTRUCT ROAD TO SUIT NEW CULVERT HEIGHTS.WIDEN CHANNEL BASE AND STEEPEN BATTERS TO SUIT.REFER TO DRAWING 23-15556-C318.

DRAIN 2 ROAD 2 ROAD 3

JUNCTION OF CHANNELSDRAIN 1 CH. 0.0 ANDDRAIN 2 CH. 94.10

EXISTING Ø100mmPVC WATERMAIN

EXISTING Ø100mmAC WATERMAIN

EXISTING OVERHEADELECTRICITY

EXISTING Ø300mm DITRUNK WATERMAIN

RELOCATE WATER MAIN AS REQUIREDIN THE VICINITY OF THE CULVERT TOAVOID THE CULVERT AND TO ACHIEVE600mm COVER BELOW CHANNELINVERT.

LEGEND:

E(OH)

C

W

214.5

20

DESIGN CONTROL LINE

TOP OF BATTER

BOTTOM OF BATTER

DESIGN SURFACE

EXISTING SURFACE



EXISTING WATER

EXISTING FENCE

CADASTRA BOUNDARIES

COUNTOUR INTERVALS

EXISTING TREES


GUARDRAIL







VERTICAL ALIGNMENT


CHAINAGE




DATUM RL. 208.00 L=6.21m L=33.79m L=68.7m L=62.79m L=680.05m

G=-16.67% G=-1.12% G=-0.53% G=-0.74% G=-0.4%

L=99.10m L=4.80m L=4.80m L=62.79m L=2.40m L=2.40m L=58.87m L=4.80m L=4.80m L=62.60m

0.00

212.4

63 -0

.00 21

2.46

6.21

211.4

27 -1

.00 21

2.43

20.00

211.2

73 -1

.01 21

2.28

40.00

211.0

50 -1

.05 21

2.10

60.00

210.9

43 -1

.04 21

1.98

80.00

210.8

37 -1

.09 21

1.93

100.0

0 21

0.730

-1.27

212.0

0

108.7

0 21

0.684

-1.19

211.8

8

120.0

0 21

0.600

-0.79

211.3

9

140.0

0 21

0.453

-0.88

211.3

3

160.0

0 21

0.305

-0.91

211.2

1

171.4

9 21

0.220

-1.04

211.2

6

180.0

0 21

0.186

-0.90

211.0

8

200.0

0 21

0.106

-0.88

210.9

9

220.0

0 21

0.026

-0.98

211.0

1

240.0

0 20

9.946

-0.97

210.9

2

260.0

0 20

9.867

-0.91

210.7

8

280.0

0 20

9.787

-0.98

210.7

6

300.0

0 20

9.707

-1.07

210.7

8

IP C

H 6.2

1 RL 2

11.43

IP C

H 40

RL 2

11.05

IP C

H 10

8.7 R

L 210

.68

IP C

H 17

1.49 R

L 210

.22


EXISTING Ø100mm ACWATER MAINTOP PIPE LEVEL = 210.790CH 170.628

94.10

NOT FOR CONSTRUCTION

MATC

H TO

DRA

IN 1

INVE

RT

CULVERT 1 CULVERT 2 CULVERT 3

99.10

210.7

35-1

.2421

1.98

176.2

921

0.201

-0.91

211.1

2

235.1

620

9.966

-0.91

210.8

8

244.7

620

9.927

-0.97

210.8

9




signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

CONSTRUCTION





23-15556-C306

0

P CHILDS S DONDERS

H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

AS SHOWN



AT 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


CONT

INUE

S ON

DRA

WIN

G 23

-155

56-C

307

CONT

INUE

S ON

DRA

WIN

G 23

-155

56-C

307

S

IG

N

S

IG

N

M

B

M

B

U

210.0 210.0

210.0 210.0 210.0 210.0

210.5 210.5 210.5 210.5 210.5

210.5 210.5 210.5 210.5 210.5 210.5 210.5

210.5

211.0

211.0

211.0 211.0

211.0 211.0

211.0

211.0

211.0 211.0

211.0

211.0 211.0

211.0

211.0

211.0

211.0

211.0

211.0

211.5 211.5

211.5

211.5

211.5

211.5

211.5

211.5

209.00

210.00

210.00

211.0

0

211.00

211.00 211.00 211.00

211.00 211.00

211.00

CC

C

C C C C C C C C C C C C C C C C C

E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH)E(O

H)

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH) E(OH) E(OH) E(OH)E(OH) E(OH)

WW

WW

WW

WW

WW

WW

WW

WW

WW

W W W

EPEPEPEPEP

EP

TELTELTELTEL

W W W W W

211.00

211.00

211.00

211.00

211.00

211.00

211.00

YERONG STREET

URANA STREETURANA STREET

LANE WAY

0.000

14.40

0

307.359

309.759

TC 351.919

R-10.000

TC 383.491

421.209

442.262

470.571

300

320

340

360

380 400

420

440

460

480

500

520

540

560

580

600

0.000

27.17

0 20

0.000

31.998

20

0.000

42.404

20

40

CULVERT 5ADEMOLISH EXISTING CULVERT AND REPLACEWITH NEW 2 Nos.1800 x 900 HIGH PRECAST BOXCULVERTS WITH LINK SLAB, BASE SLAB ANDWING WALLS TO SUIT . RECONSTRUCT ROAD TOSUIT NEW CULVERT HEIGHTS. WIDEN CHANNELBASE AND STEEPEN BATTERS TO SUIT.REFER TO DRAWING 23-15556-C321.

BRIDGE 3DEMOLISH EXISTING BRIDGE ANDREPLACE WITH NEW BRIDGE 11.0m LONGREFER TO STRUCTURAL DRAWING


EXISTING WATERMAIN TO BELOWERED BY RIVERINA WATER

CONSTRUCT NEW GRASSED LINEDOPEN CHANNEL

BRIDGE 2DEMOLISH EXISTING BRIDGE ANDREPLACE WITH NEW BRIDGE 11.0mLONG REFER TO STRUCTURAL DRAWING

REMOVED EXISTING GARDEN BEDS. THECONTRACTOR & COUNCIL ARE TODISCUSS ANY REPLACEMENT ON A LIKEFOR LIKE BASIS WITH THE OWNER.

DEMOLISH EXISTING PIT ANDREMOVE DOWNSTREAM PIPE

CULVERT 5BNEW 1800 x 450 BOX CULVERTS. DEMOLISHEXISTING HEADWALLS AND BOX CULVERTS.REFER TO DRAWING 23-15556-C321.

BLOCK OFF REDUNDANTUPSTREAM PIPELINE

EXISTING POWER POLE

EXISTING LIGHT POLE

EXISTING Ø 100mmPVC WATERMAIN

EXISTING Ø 100mmAC WATERMAINEXISTING OVERHEADELECTRICITY

EXISTING Ø 300mm DITRUNK WATERMAIN

APPROXIMATE LOCATIONOF EXISTING STAY



ADJUST EXISTING PVC DRAINAGEOUTLET TO SUIT RE-SHAPEDCHANNEL.

CULVERT 42 Nos.1800 x 900 HIGH PRECAST BOX CULVERTS WITH LINKSLAB, BASE SLAB AND WING WALLS TO SUIT . RECONSTRUCTROAD TO SUIT NEW CULVERT HEIGHTS. WIDEN CHANNELBASE AND STEEPEN BATTERS TO SUIT.REFER TO DRAWING 23-15556-C320.

LEGEND:

E(OH)

C

W

214.5

20

DESIGN CONTROL LINE

TOP OF BATTER

BOTTOM OF BATTER

DESIGN SURFACE

EXISTING SURFACE



EXISTING WATER

EXISTING FENCE

CADASTRA BOUNDARIES

COUNTOUR INTERVALS

EXISTING TREES


GUARDRAIL







VERTICAL ALIGNMENT


CHAINAGE




DATUM RL. 207.00 L=680.05m

G=-0.4%

R=-10.00m R=-10.00m L=10.03m L=5.63m L=62.60m L=2.40m L=2.40m L=39.76m L=2.75m L=7.20m L=7.20m L=4.39m L=32.09m L=21.05m L=28.31m L=138.85m

300.0

0 20

9.707

-1.07

210.7

8

320.0

0 20

9.627

-1.16

210.7

9

340.0

0 20

9.547

-1.13

210.6

8

351.9

2 20

9.500

-1.15

210.6

5

360.0

0 20

9.467

-1.14

210.6

1 36

1.95

209.4

59 -1

.74 21

1.20

380.0

0 20

9.387

-1.22

210.6

1

383.4

9 20

9.374

-1.45

210.8

3

389.1

2 20

9.351

-1.57

210.9

2

400.0

0 20

9.308

-1.38

210.6

8

420.0

0 20

9.228

-1.35

210.5

7

440.0

0 20

9.148

-1.46

210.6

1

460.0

0 20

9.068

-1.43

210.5

0

480.0

0 20

8.988

-1.41

210.3

9

500.0

0 20

8.908

-1.30

210.2

0

520.0

0 20

8.829

-1.28

210.1

1

540.0

0 20

8.749

-1.37

210.1

2

560.0

0 20

8.669

-1.38

210.0

5

580.0

0 20

8.589

-1.26

209.8

5

600.0

0 20

8.509

-1.47

209.9

8


EXISTING Ø 100mm ACWATER MAINTOP PIPE LEVEL = 210.064CH 309.757

EXISTING Ø 100mm ACWATER MAINTOP PIPE LEVEL = 210.304CH 397.235

EXISTING Ø 300mm DITRUNK WATER MAINTOP PIPE LEVEL = 210.004CH 401.732




signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

CONSTRUCTION





23-15556-C307

0

P CHILDS S DONDERS

H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

AS SHOWN



N

AT ORIGINAL SIZE 0

AT ORIGINAL SIZE0

25mHORIZONTAL 1:500

5 15 2010


CONTINUES ON DRAWING 23-15556-C306

0 5 20 25m1510


Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


CONT

INUE

S ON

DRA

WIN

G 23

-155

56-C

306

CONT

INUE

S ON

DRA

WIN

G 23

-155

56-C

308

CONT

INUE

S ON

DRA

WIN

G 23

-155

56-C

308

NOTE:1. PRIOR TO COMMENCEMENT OF EARTHWORKS,

CONTRACTOR TO SET OUT EXTENTS OFEARTHWORKS AND CONFIRM TREES FOR REMOVAL.

S

IG

N

BB

M

B

M

B

W

M

W

M

W

M

W

M

207.5

207.5

207.5

207.5

208.0

208.0

208.0 208.0

208.0

208.5

208.5

208.5

208.5 208.5 208.5

209.0

209.0

209.0 209.0

209.0 209.0

209.0

209.0

209.5

209.5

209.5 209.5 209.5 209.5

209.5 209.5 209.5

209.5

209.5

209.5 209.5

210.0 210.0

210.0

210.0

210.0 210.0

210.0 210.0

210.0 210.0 210.0 210.0

210.0

210.0

210.0

210.0

210.5

210.5

210.5

210.5

210.5 210.5 210.5

210.5

210.5

210.5

210.5

210.5

210.5

210.5

210.5

210.5

208.00

208.00

209.00

209.00 209.00

210.00

210.00

210.00 210.00 210.00 210.00

CC

C

CC

C

C C C C C C C C C C C C C C C C C C

E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH)

TEL

E(OH)E(OH)

E(OH)

WW

WW

WW

WW

WW

WW

WW

WW

TEL

EPEPEPEP

TELTELTELTEL 208.00

208.00

208.0

0 208.00

209.00

209.00

209.00

209.0

0

210.00

210.00

210.00

210.0

0

210.00

BRETTON STREET

URANA STREET

851.544

648.530

L54.669

703.199

L12.655

715.855

TC 769.249

R-20.000

TC 779.286

R20.000

TC 831.998

R10.000

851.544

620

640

660

680

700

720

740

760

780

800

820

840

0.000

31.998

20

CULVERT 6DEMOLISH EXISTING CULVERT AND REPLACEWITH NEW 2 Nos.1800 x 900 HIGH PRECAST BOXCULVERTS WITH LINK SLAB, BASE SLAB ANDWING WALLS TO SUIT . RECONSTRUCT ROAD TOSUIT NEW CULVERT HEIGHTS. WIDEN CHANNELBASE AND STEEPEN BATTERS TO SUIT.REFER TO DRAWING 23-15556-C322.

DRAIN 2MATCH TO EXISTING CULVERT




ROAD 6

RELOCATE EXISTING COMMUNICATION ASREQUIRED IN THE VICINITY OF THE CULVERT TOAVOID THE CULVERT AND TO ACHIEVE 600mmCOVER BELOW CHANNEL INVERT.

LOWER EXISTING WATER SERVICETO ACHIEVE 600mm COVER BELOWCHANNEL INVERT.



LEGEND:

E(OH)

C

W

214.5

20

DESIGN CONTROL LINE

TOP OF BATTER

BOTTOM OF BATTER

DESIGN SURFACE

EXISTING SURFACE



EXISTING WATER

EXISTING FENCE

CADASTRA BOUNDARIES

COUNTOUR INTERVALS

EXISTING TREES


GUARDRAIL







VERTICAL ALIGNMENT


CHAINAGE




DATUM RL. 205.00 L=680.05m

G=-0.4%

R=-20.00m R=20.00m R=10.00m L=2.00m L=2.00m L=15.78m L=138.85m L=6.00m L=6.00m L=27.11m L=54.67m L=12.66m L=53.39m L=8.04m L=50.72m L=3.77m

600.0

0 20

8.509

-1.47

209.9

8

620.0

0 20

8.429

-2.18

210.6

1

640.0

0 20

8.349

-1.35

209.7

0

660.0

0 20

8.270

-1.44

209.7

1

680.0

0 20

8.190

-1.57

209.7

6

700.0

0 20

8.110

-2.07

210.1

8

720.0

0 20

8.030

-1.83

209.8

6

740.0

0 20

7.950

-1.49

209.4

4

760.0

0 20

7.870

-1.19

209.0

6

769.2

5 20

7.833

-1.11

208.9

5 77

1.24

207.8

25 -1

.07 20

8.90

779.2

9 20

7.793

-1.02

208.8

1 78

0.00

207.7

90 -1

.01 20

8.80

781.2

8 20

7.785

-1.04

208.8

2

800.0

0 20

7.711

-0.58

208.2

9

820.0

0 20

7.631

-0.73

208.3

6

832.0

0 20

7.583

0.10

207.4

8

840.0

0 20

7.551

0.12

207.4

3

847.7

8 20

7.520

0.04

207.4

8

851.5

4 20

7.505

-1.35

208.8

5


EXISTING WATER SERVICESDEPTH UNKNOWN

EXISTING WATER SERVICEDEPTH UNKNOWN

EXISTING WATER SERVICEDEPTH UNKNOWN

EXISTING COMMUNICATIONDEPTH UNKNOWN




signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

CONSTRUCTION





23-15556-C308

0

P CHILDS S DONDERS

H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

AS SHOWN



N

AT ORIGINAL SIZE 0

AT ORIGINAL SIZE0

25mHORIZONTAL 1:500

5 15 2010


CONT

INUE

S ON

DRA

WIN

G 23

-155

56-C

307

0 5 20 25m1510


Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


CONT

INUE

S ON

DRA

WIN

G 23

-155

56-C

307

NOTES:1. LOCATE AND LOWER ALL WATER SERVICES CROSSING THE CHANNEL.2. INCORPORATE ROOF WATER OUTLETS INTO NEW CHANNEL WITH

SCOUR PROTECTION AS REQUIRED.

DESIGN LEVELEXISTING LEVEL

CH 20

-5.99

212.2

20

212.2

15

-1.83

212.1

2-1

.2821

0.835

021

2.11

-1.28

210.8

35

1.75

212.0

1-1

.1721

0.835

5.08

211.9

40

211.9

39

OFFSET FROM CENTRELINE

EXISTINGSURFACE LEVEL

DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 210.00

CH 40

-11.5

421

2.30

212.2

99

-10.5

221

2.30

212.3

03

-221

2.36

-1.48

210.8

83

021

2.37

-1.49

210.8

83

221

2.38

-1.5

210.8

83

11.3

212.4

30

212.4

34



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 210.00

CH 60

-11.4

721

2.33

021

2.33

-10.4

321

2.34

021

2.337

-221

2.36

-1.43

210.9

31

021

2.38

-1.45

210.9

31

221

2.4-1

.4721

0.931

11.31

212.4

80

212.4

82



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 210.00

CH 80

-10.9

821

2.31

021

2.305

-9.97

212.3

10

212.3

07

-221

2.32

-1.34

210.9

79

021

2.34

-1.36

210.9

79

221

2.36

-1.38

210.9

79

10.9

212.4

60

212.4

63



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 210.00

CH 100

-11.0

221

2.35

021

2.352

-9.98

212.3

60

212.3

58

-221

2.38

-1.36

211.0

27

021

2.4-1

.3721

1.027

221

2.43

-1.4

211.0

27

11.01

212.5

30

212.5

29



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 210.00

CH 120

-11.2

212.4

30

212.4

27

-10.1

621

2.43

021

2.435

-221

2.5-1

.4221

1.076

021

2.44

-1.37

211.0

76

221

2.46

-1.39

211.0

76

10.87

212.5

50

212.5

53



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 210.00

CH 140

-10.6

821

2.40

212.3

96

-9.66

212.4

021

2.4

-221

2.43

-1.31

211.1

24

021

2.5-1

.3821

1.124

221

2.51

-1.39

211.1

24

10.74

212.5

80

212.5

8



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 210.00

CH 160

-10.1

212.3

6-0

212.3

55

-9.1

212.3

50

212.3

55

-221

2.35

-1.18

211.1

72

021

2.36

-1.19

211.1

72

221

2.38

-1.2

211.1

72

9.71

212.4

60

212.4

57



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 210.00

1 in 3 0% 0%

1 in 3

0%

1 in 6

0% 0%

1 in 6

0%

1 in 6

0% 0%

1 in 6

0% 1 in 6

0% 0%

1 in 6

0% 1 in 6

0% 0%

1 in 6

0%

1 in 6

0% 0%

1 in 6

0% 1 in 6

0% 0%

1 in 6

0% 1 in 6

0% 0% 1 in 6




signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE


Level 7, 16 Marcus Clarke Street

Canberra ACT 2601 Australia

GPO Box 1877 Canberra ACT 2601

T 61 2 6113 3200 F 61 2 6113 3299



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

CONSTRUCTION




DRAIN 1 CROSS SECTIONS - SHEET 1 OF 3

23-15556-C309

0

P CHILDS S DONDERS

H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

1:100


0 1 4 5m32

SCALE 1:100 AT ORIGINAL SIZESuite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


EXISTING LEVELDESIGN LEVEL

CH 180

-9.22

212.2

60

212.2

56-9

212.2

6-0

.0421

2.22

-821

2.26

-0.04

212.2

2

-221

2.26

-1.04

211.2

2

021

2.26

-1.04

211.2

2

221

2.29

-1.07

211.2

2

921

2.39

021

2.386



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 210.00

CH 200

-9.08

212.2

50

212.2

54

-821

2.26

0.01

212.2

68

-221

2.26

-0.99

211.2

68

021

2.26

-121

1.268

221

2.28

-1.01

211.2

68

8.38

212.3

30

212.3

31



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 210.00

CH 220

-9.49

212.2

30

212.2

34-9

212.2

30.0

821

2.316

-821

2.24

0.08

212.3

16

-221

2.24

-0.93

211.3

16

021

2.24

-0.93

211.3

16

221

2.25

-0.93

211.3

16

8.11

212.3

30

212.3

34



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 210.00

CH 240

-9.59

212.2

70

212.2

66-9

212.2

70.1

212.3

64

-821

2.27

0.121

2.364

-221

2.26

-0.9

211.3

64

021

2.26

-0.9

211.3

64

221

2.26

-0.9

211.3

64

7.36

212.2

60

212.2

57



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 210.00

CH 260

-10.2

121

2.36

021

2.363

-921

2.32

0.25

212.5

64

-821

2.28

0.28

212.5

64

-221

2.23

-0.67

211.5

64

021

2.22

-0.66

211.5

64

221

2.26

-0.7

211.5

64

6.57

212.3

30

212.3

26



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 210.00

CH 280

-10.9

521

2.44

021

2.439

-921

2.44

0.32

212.7

64

-821

2.44

0.32

212.7

64

-221

2.46

-0.69

211.7

64

021

2.48

-0.72

211.7

64

221

2.5-0

.7421

1.764

6.69

212.5

50

212.5

45



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 211.00

CH 300

-11.4

121

2.56

021

2.562

-921

2.56

0.41

212.9

64

-821

2.56

0.41

212.9

64

-221

2.64

-0.68

211.9

64

021

2.66

-0.7

211.9

64

221

2.68

-0.72

211.9

64

6.62

212.7

30

212.7

34



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 211.00

CH 320

-11.6

221

2.73

021

2.727

-921

2.73

0.43

213.1

64

-821

2.73

0.43

213.1

64

-221

2.75

-0.58

212.1

64

021

2.75

-0.59

212.1

64

221

2.75

-0.59

212.1

64

5.52

212.7

50

212.7

5



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 211.00

0% 1 in 6

0% 0% 1 in 6

0% 1 in 6

0% 0% 1 in 6

1 in -6 0% 1 in 6

0% 0% 1 in 6

1 in -6 0% 1 in 6

0% 0% 1 in 6

1 in -6 0% 1 in 6

0% 0% 1 in 6

1 in -6 0% 1 in 6

0% 0% 1 in 6

1 in -6 0% 1 in 6

0% 0% 1 in 6

1 in -6 0% 1 in 6

0% 0% 1 in 6




signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE





T 61 2 6113 3200 F 61 2 6113 3299



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

CONSTRUCTION





23-15556-C310

0

P CHILDS S DONDERS

H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

1:100


0 1 4 5m32



T 61 2 6923 7400 F 61 2 6971 9565


DESIGN LEVELEXISTING LEVEL

CH 340

-12.9

921

2.70

212.6

98

-921

2.71

0.66

213.3

64

-821

2.71

0.66

213.3

64

-221

2.72

-0.35

212.3

64

021

2.72

-0.36

212.3

64

221

2.73

-0.36

212.3

64

4.221

2.73

021

2.73



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 211.00

CH 360

-14.1

621

2.70

212.7

04

-921

2.71

0.85

213.5

64

-821

2.71

0.85

213.5

64

-221

2.72

-0.16

212.5

64

021

2.73

-0.16

212.5

64

221

2.73

-0.17

212.5

64

3.02

212.7

30

212.7

34



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 211.00

1 in -6 0%

1 in 6 0% 0% 1 in 6

1 in -6 0%

1 in 6 0% 0% 1 in 6




signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE





T 61 2 6113 3200 F 61 2 6113 3299



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

CONSTRUCTION





23-15556-C311

0

P CHILDS S DONDERS

H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

1:100


0 1 4 5m32



T 61 2 6923 7400 F 61 2 6971 9565



CH 100

-7.7

212.2

90

212.2

921

2.291

-3.02

212.1

5-1

.4221

0.73

210.7

3

021

2-1

.2721

0.73

210.7

3

3.01

211.9

-1.17

210.7

321

0.73

6.49

211.8

90

211.8

921

1.888



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 209.00

CH 120

-6.09

212.1

30

212.1

321

2.131

-1.5

211.6

5-1

.0521

0.621

0.6

021

1.39

-0.79

210.6

210.6

1.521

1.34

-0.74

210.6

210.6

4.79

211.7

021

1.721

1.696



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 209.00

CH 140

-6.06

211.9

70

211.9

721

1.972

-1.5

211.3

8-0

.9321

0.45

210.4

53

021

1.33

-0.88

210.4

521

0.453

1.521

1.43

-0.98

210.4

521

0.453

5.99

211.9

50

211.9

521

1.948



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 209.00

CH 160

-6.14

211.8

50

211.8

521

1.851

-1.5

211.2

9-0

.9921

0.321

0.305

021

1.21

-0.91

210.3

210.3

05

1.521

1.18

-0.88

210.3

210.3

05

5.58

211.6

60

211.6

621

1.664



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 209.00

CH 180

-6.16

211.7

40

211.7

421

1.743

-1.89

211.2

-1.01

210.1

921

0.186

021

1.08

-0.9

210.1

921

0.186

1.89

211.1

7-0

.9821

0.19

210.1

86

5.921

1.65

021

1.65

211.6

49



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 209.00

CH 200-6

.4221

1.75

021

1.75

211.7

48

-1.5

211.0

7-0

.9621

0.11

210.1

06

021

0.99

-0.88

210.1

121

0.106

1.521

1-0

.8921

0.11

210.1

06

6.03

211.6

20

211.6

221

1.617



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 209.00

CH 220

-6.49

211.6

90

211.6

921

1.69

-1.5

210.9

8-0

.9521

0.03

210.0

26

021

1.01

-0.98

210.0

321

0.026

1.521

1.16

-1.13

210.0

321

0.026

6.321

1.62

021

1.62

211.6

25



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 209.00

CH 240

-5.84

211.3

60

211.3

621

1.359

-3.02

211.0

4-1

.120

9.95

209.9

46

021

0.92

-0.97

209.9

520

9.946

3.01

211.0

9-1

.1420

9.95

209.9

46

5.621

1.24

021

1.24

211.2

38



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 209.00

CH 260

-721

1.70

211.7

211.6

99

-1.5

210.9

5-1

.0920

9.87

209.8

67

021

0.78

-0.91

209.8

720

9.867

1.521

0.86

-0.99

209.8

720

9.867

6.59

211.5

60

211.5

621

1.563



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 209.00

CH 280

-7.05

211.6

40

211.6

421

1.637

-1.5

210.8

8-1

.0920

9.79

209.7

87

021

0.76

-0.98

209.7

920

9.787

1.521

0.8-1

.0120

9.79

209.7

87

6.84

211.5

70

211.5

721

1.568



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 209.00

CH 300

-7.23

211.6

20

211.6

221

1.618

-1.5

210.9

1-1

.220

9.71

209.7

07

021

0.78

-1.07

209.7

120

9.707

1.521

0.8-1

.0920

9.71

209.7

07

6.64

211.4

20

211.4

221

1.421



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 208.00

CH 320

-7.31

211.5

60

211.5

621

1.563

-1.5

210.8

7-1

.2520

9.63

209.6

27

021

0.79

-1.16

209.6

320

9.627

1.521

0.85

-1.22

209.6

320

9.627

6.72

211.3

70

211.3

721

1.368



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 208.00

1 in 3

0% 0% 1 in 3

1 in 3

0% 0% 1 in 3

1 in 3

0% 0%

1 in 3

1 in 3

0% 0% 1 in 3

1 in 2.7

0% 0% 1 in 2.7

1 in 3

0% 0%

1 in 3

1 in 3

0% 0%

1 in 3

1 in 2 0% 0%

1 in 2

1 in 3

0% 0%

1 in 3

1 in 3

0% 0%

1 in 3

1 in 3

0% 0%

1 in 3

1 in 3

0% 0%

1 in 3




signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE





T 61 2 6113 3200 F 61 2 6113 3299



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

CONSTRUCTION





23-15556-C312

0

P CHILDS S DONDERS

H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

1:100


0 1 4 5m32



T 61 2 6923 7400 F 61 2 6971 9565



CH 340

-7.49

211.5

40

211.5

421

1.543

-1.5

210.8

1-1

.2620

9.55

209.5

47

021

0.68

-1.13

209.5

520

9.547

1.521

0.79

-1.24

209.5

520

9.547

6.78

211.3

10

211.3

121

1.306



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 208.00

CH 360

-6.08

211.5

80

211.5

821

1.582

-1.59

210.5

7-1

.120

9.47

209.4

67

021

0.61

-1.14

209.4

720

9.467

1.59

210.6

9-1

.2220

9.47

209.4

67

4.49

210.8

30

210.8

321

0.834



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 208.00

CH 380

-3.6

210.5

021

0.521

0.496

-2.74

210.5

2-1

.1320

9.39

209.3

87

021

0.61

-1.22

209.3

920

9.387

2.74

211.3

3-1

.9420

9.39

209.3

87

4.29

211.6

10.0

121

1.62

211.6

24.4

121

1.62

-1.13

210.4

921

0.488

6.27

211.7

2-1

.2321

0.49

210.4

936.4

211.7

3-0

211.7

23



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 208.00

CH 400-3

.6521

0.38

021

0.38

210.3

84

-1.5

210.5

2-1

.2120

9.31

209.3

08

021

0.68

-1.38

209.3

120

9.308

1.521

0.86

-1.55

209.3

120

9.308

5.45

211.2

80

211.2

821

1.284



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 208.00

CH 420

-5.69

211.3

20

211.3

221

1.32

-1.5

210.4

2-1

.1920

9.23

209.2

28

021

0.57

-1.35

209.2

320

9.228

1.521

1-1

.7720

9.23

209.2

28

5.77

211.3

60

211.3

621

1.361



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 208.00

CH 440-4

.2921

0.54

021

0.54

210.5

42

-1.5

210.3

5-1

.220

9.15

209.1

48

021

0.61

-1.46

209.1

520

9.148

1.521

0.94

-1.79

209.1

520

9.148

5.68

211.2

40

211.2

421

1.237



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 208.00

CH 460

-5.31

210.9

70

210.9

721

0.974

-1.5

210.2

8-1

.2220

9.07

209.0

68

021

0.5-1

.4320

9.07

209.0

68

1.521

0.67

-1.61

209.0

720

9.068

5.67

211.1

60

211.1

621

1.155



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 208.00

CH 480

-5.43

210.9

50

210.9

521

0.952

-1.5

210.1

8-1

.1920

8.99

208.9

88

021

0.39

-1.41

208.9

920

8.988

1.521

0.81

-1.82

208.9

920

8.988

5.75

211.1

10

211.1

121

1.111



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 208.00

CH 500

-5.5

210.9

10

210.9

121

0.909

-1.5

210.0

9-1

.1820

8.91

208.9

08

021

0.2-1

.320

8.91

208.9

08

1.521

0.59

-1.68

208.9

120

8.908

5.75

211.0

30

211.0

321

1.035



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 208.00

CH 520

-5.47

210.8

10

210.8

121

0.814

-1.5

210.0

4-1

.2120

8.83

208.8

29

021

0.11

-1.28

208.8

320

8.829

1.521

0.55

-1.72

208.8

320

8.829

6.121

1.13

021

1.13

211.1

28



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 208.00

CH 540

-5.75

210.8

70

210.8

721

0.874

-1.5

210

-1.25

208.7

520

8.749

021

0.12

-1.37

208.7

520

8.749

1.521

0.49

-1.75

208.7

520

8.749

5.52

210.7

60

210.7

621

0.759



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 207.00

CH 560

-5.76

210.8

021

0.821

0.801

-1.5

209.8

7-1

.220

8.67

208.6

69

021

0.05

-1.38

208.6

720

8.669

1.521

0.36

-1.69

208.6

720

8.669

621

0.92

021

0.92

210.9

18



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 207.00

1 in 3

0% 0%

1 in 3

1 in 2.1

0% 0% 1 in 2.1

1 in 0.8 0% 0%

1 in

0.7 0.3%

1 in 2 0% 0%

1 in 2

1 in 2

0% 0%

1 in 2

1 in 2 0% 0%

1 in 2

1 in 2

0% 0%

1 in 2

1 in 2

0% 0%

1 in 2

1 in 2

0% 0%

1 in 2

1 in 2

0% 0%

1 in 2

1 in 2

0% 0%

1 in 2

1 in 2

0% 0%

1 in 2




signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE





T 61 2 6113 3200 F 61 2 6113 3299



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

CONSTRUCTION





23-15556-C313

0

P CHILDS S DONDERS

H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

1:100


0 1 4 5m32



T 61 2 6923 7400 F 61 2 6971 9565



CH 580

-5.62

210.6

50

210.6

521

0.65

-1.5

209.6

-1.01

208.5

920

8.589

020

9.85

-1.26

208.5

920

8.589

1.521

0.37

-1.78

208.5

920

8.589

5.92

210.8

021

0.821

0.801



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 207.00

CH 600

-5.12

210.2

60

210.2

621

0.265

-1.75

209.6

6-1

.1520

8.51

208.5

09

020

9.98

-1.47

208.5

120

8.509

1.75

210.3

8-1

.8820

8.51

208.5

09

6.11

210.7

80

210.7

821

0.784



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 207.00

CH 620

-5.75

210.5

021

0.521

0.496

-1.86

210.6

2-2

.1920

8.43

208.4

29

021

0.61

-2.18

208.4

320

8.429

1.86

210.6

2-2

.1920

8.43

208.4

29

6.13

210.7

021

0.721

0.698



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 207.00

CH 640

-5.59

210.4

021

0.421

0.396

-1.5

209.5

8-1

.2320

8.35

208.3

49

020

9.7-1

.3520

8.35

208.3

49

1.521

0.03

-1.68

208.3

520

8.349

5.96

210.5

80

210.5

821

0.581



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 207.00

CH 660

-5.08

210.0

60

210.0

621

0.057

-1.5

209.4

7-1

.220

8.27

208.2

7

020

9.71

-1.44

208.2

720

8.27

1.521

0.05

-1.78

208.2

720

8.27

5.96

210.5

021

0.521

0.498



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 207.00

CH 680

-4.36

209.6

20

209.6

220

9.619

-1.5

209.5

3-1

.3420

8.19

208.1

9

020

9.76

-1.57

208.1

920

8.19

1.520

9.99

-1.81

208.1

920

8.19

5.79

210.3

30

210.3

321

0.333



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 207.00

CH 700

-3.79

209.2

50

209.2

520

9.253

-1.5

209.9

8-1

.8720

8.11

208.1

1

021

0.18

-2.07

208.1

120

8.11

1.521

0.31

-2.2

208.1

120

8.11

6.03

210.3

80

210.3

821

0.376



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 207.00

CH 720

-5.57

210.0

60

210.0

621

0.063

-1.5

209.3

3-1

.320

8.03

208.0

3

020

9.86

-1.83

208.0

320

8.03

1.521

0.36

-2.33

208.0

320

8.03

6.06

210.3

10

210.3

121

0.309



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 207.00

CH 740

-4.84

209.6

20

209.6

220

9.619

-1.5

209.0

4-1

.0920

7.95

207.9

5

020

9.44

-1.49

207.9

520

7.95

1.521

0.02

-2.07

207.9

520

7.95

6.09

210.2

50

210.2

521

0.246



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 207.00

1 in 2

0% 0%

1 in 2

1 in 1.9

0% 0%

1 in 1.9

1 in 1.9

0% 0%

1 in 1.9

1 in 2

0% 0%

1 in 2

1 in 2

0% 0%

1 in 2

1 in 2 0% 0%

1 in 2

1 in 2 0% 0%

1 in 2

1 in 2

0% 0%

1 in 2

1 in 2

0% 0%

1 in 2




signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE





T 61 2 6113 3200 F 61 2 6113 3299



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

CONSTRUCTION





23-15556-C314

0

P CHILDS S DONDERS

H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

1:100


0 1 4 5m32



T 61 2 6923 7400 F 61 2 6971 9565



CH 760

-6.26

210.2

50

210.2

521

0.249

-1.5

208.8

9-1

.0220

7.87

207.8

7

020

9.06

-1.19

207.8

720

7.87

1.520

9.66

-1.79

207.8

720

7.87

6.03

210.1

30

210.1

321

0.134



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 207.00

CH 780

-2.46

208.2

70

208.2

720

8.272

-1.5

208.1

6-0

.3720

7.79

207.7

9

020

8.8-1

.0120

7.79

207.7

9

1.520

9.59

-1.8

207.7

920

7.79

6.06

210.0

70

210.0

721

0.069



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 207.00

CH 800

-1.68

207.8

020

7.820

7.803

-1.5

207.8

2-0

.1120

7.71

207.7

11

020

8.29

-0.58

207.7

120

7.711

1.520

9.26

-1.55

207.7

120

7.711

5.37

209.6

50

209.6

520

9.648



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 206.00

CH 820

-1.53

207.6

50

207.6

520

7.647

020

8.36

-0.73

207.6

320

7.631

1.520

8.97

-1.34

207.6

320

7.631

5.26

209.5

10

209.5

120

9.509



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 206.00

CH 840

-2.62

207.5

60

207.5

620

7.562

-1.5

207.4

50.1

207.5

520

7.551

020

7.43

0.12

207.5

520

7.551

1.520

7.32

0.23

207.5

520

7.551

5.520

7.59

020

7.59

207.5

91



DEPTHCUT - / FILL +

DESN

DESIGNSURFACE LEVEL

DATUM R.L. 206.00

1 in 2

0% 0%

1 in 2

1 in 2 0% 0%

1 in 2

0% 0%

1 in 2

0% 0%

1 in 2

1% 0% 0% 1%




signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE





T 61 2 6113 3200 F 61 2 6113 3299



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

CONSTRUCTION





23-15556-C315

0

P CHILDS S DONDERS

H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

1:100


0 1 4 5m32



T 61 2 6923 7400 F 61 2 6971 9565


CM TP

TP TEL

S

IG

N

211.5

211.5

212.0

212.0

212.0

212.0

212.0

211.00

212.00

E(OH)E(OH)

CC

CC

CC

CC

CC

CC

C

C C C C C C C C C C C C C C C C C C

CC

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

212.00

212.00

212.00

212.00

212.00

9.60

TELTEL

EP

YERONG STREET

NICHOLAS STREET

AC323

BC323

ROAD 1

R5.0R5.0

0.000 80

CULVERT 1DEMOLISH EXISTING CAUSEWAY AND REPLACE WITHNEW 3 Nos.1800 x 900 HIGH PRECAST BOX CULVERTS,BASE SLAB AND WING WALLS TO SUIT . RECONSTRUCTROAD TO SUIT NEW CULVERT HEIGHTS. WIDENCHANNEL BASE AND STEEPEN BATTERS TO SUIT.

PROVIDE 230mm THICK ROCKFILLED MATTRESS SCOURPROTECTION AT HEADWALL WITHAPRON DEPTH 4000m AND APRONWIDTH 6030mm. UNDERSIDE ANDENDS LINED WITH GEOTEXTILE.

CONSTRUCT NEW GRASSLINED OPEN CHANNEL

MELT TERMINAL

TRAILING TERMINAL

MELT TERMINAL

TRAILING TERMINAL

GUARDRAIL

GUARDRAIL

RELOCATE EXISTING COMMUNICATIONAS REQUIRED TO ACHIEVE 600mmCOVER BELOW CHANNEL INVERT.

C01

C02

C03

C04

C05

C06

G01G02

G03

G04

G05

G06 G07

G08

G09

G10

E(OH)

C

W

214.5

DESIGN CONTROL LINE

TOP OF BATTER

BOTTOM OF BATTER

DESIGN SURFACE

EXISTING SURFACE



EXISTING WATER

EXISTING FENCE

CADASTRA BOUNDARIES

COUNTOUR INTERVALS

EXISTING TREES


20

GUARDRAIL

LEGEND:






CULVERT 1 - SETOUT POINTSPOINT EASTING NORTHING BASE SLAB

ELEVATIONC01 509726.541 6096972.798 210.735

C02 509720.579 6096973.699 210.735

C03 509727.258 6096977.544 210.709

C04 509721.296 6096978.445 210.709

C05 509727.976 6096982.290 210.684

C06 509722.013 6096983.192 210.684

LONGITUDINAL SECTION - ROAD 1SCALE H 1:500, V 1:100

YERO

NG S

TREE

T

IP C

H 3.5

RL 2

12.25

VERTICAL ALIGNMENT


CHAINAGE




DATUM RL. 209.00

L=6m

L=0.5m L=23.21m

G=-2% G=-0.43%

K=3.83

L=29.71m

0.000

212.3

160.0

0021

2.316

3.500

212.2

580.0

0321

2.255

10.00

021

2.218

0.240

211.9

78

20.00

021

2.175

0.307

211.8

67

29.70

521

2.146

0.013

212.1

33

GUARDRAIL - SETOUT POINTSPOINT EASTING NORTHING

G01 509719.789 6097000.157

G02 509716.760 6096988.478

G03 509720.956 6096982.787

G04 509728.921 6096981.583

G05 509734.955 6096981.048

G06 509713.422 6096964.221

G07 509713.997 6096970.202

G08 509719.688 6096974.398

G09 509727.598 6096973.203

G10 509739.277 6096970.173




signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

CONSTRUCTION




CULVERT 1 GENERAL ARRANGEMENT PLAN

23-15556-C317

0

P CHILDS S DONDERS

H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

AS SHOWN


0 1 4 5m32


Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


PLAN - CULVERT 1SCALE 1:100

N

AT ORIGINAL SIZE 0

AT ORIGINAL SIZE0

25mHORIZONTAL 1:500

5 15 2010


NOTE:1. FOR BACKFILL DETAILS ABOVE CULVERTS, REFER TO DRAWING 23-15556-C323.







ELEVATIONC07 509737.363 6097044.372 210.220

C08 509731.400 6097045.274 210.220

C09 509737.721 6097046.746 210.210

C10 509731.759 6097047.647 210.210

C11 509738.978 6097048.393 210.201

C12 509732.118 6097050.020 210.201


YERO

NG S

TREE

T

IP C

H 5 R

L 211

.81

VERTICAL ALIGNMENT


CHAINAGE




DATUM RL. 208.00

L=6mL=2m L=18.88m

G=-3% G=-0.38%

K=2.29

L=26.88m

0.000

211.9

640.0

0021

1.964

5.000

211.8

340.1

9921

1.635

10.00

021

1.796

0.592

211.2

04

20.00

021

1.758

0.004

211.7

54

26.88

521

1.732

-0.00

021

1.732

IO

211.5

211.5

212.0

C C C C C C C C C C C C C C C C C C C

WW

WW

WW

WW

WW

WW

WW

WW

YERONG STREETYERONG STREETYERONG STREET

LANE

WAY

AC323

BC323

ROAD 2

CULVERT 2NEW 2 Nos.1800 x 900 HIGH PRECASTBOX CULVERTS WITH LINK SLAB, BASESLAB AND WING WALLS TO SUIT .RECONSTRUCT ROAD TO SUIT NEWCULVERT HEIGHTS. WIDEN CHANNELBASE AND STEEPEN BATTERS TO SUIT.


CONSTRUCT NEW GRASS LINEDOPEN CHANNEL

R5.0 R5.0

MELT TERMINAL

TRAILING TERMINAL

MELT TERMINAL

TRAILING TERMINAL

GUARDRAIL

GUARDRAIL


4.80

C09

C10

C11

C12

G11

G12

G13

G14

G16G17

G18

G19

G20

G15

C07

C08


G11 509729.889 6097066.960

G12 509726.860 6097055.281

G13 509731.057 6097049.590

G14 509738.065 6097049.121

G15 509744.946 6097047.819

G16 509724.243 6097035.797

G17 509724.819 6097041.776

G18 509730.510 6097045.973

G19 509738.420 6097044.777

G20 509750.098 6097041.748

E(OH)

C

W

214.5

DESIGN CONTROL LINE

TOP OF BATTER

BOTTOM OF BATTER

DESIGN SURFACE

EXISTING SURFACE



EXISTING WATER

EXISTING FENCE

CADASTRA BOUNDARIES

COUNTOUR INTERVALS

EXISTING TREES


20

GUARDRAIL

LEGEND:




signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

CONSTRUCTION





23-15556-C318

0

P CHILDS S DONDERS

H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

AS SHOWN


Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


N


0 1 4 5m32


AT ORIGINAL SIZE 0

AT ORIGINAL SIZE0

25mHORIZONTAL 1:500

5 15 2010









ELEVATIONC13 509746.879 6097107.332 209.966

C14 509740.917 6097108.233 209.966

C15 509747.596 6097112.078 209.946

C16 509741.634 6097112.979 209.946

C17 509748.314 6097116.824 209.927

C18 509742.351 6097117.725 209.927


YERO

NG S

TREE

T

IP C

H 21

RL 2

11.73

SAG

CH 19

.22 R

L 211

.76

VERTICAL ALIGNMENT


CHAINAGE




DATUM RL. 208.00

L=10mL=16m L=1.52m

G=-0.8% G=1.68%

K=4.03

L=27.52m

0.000

211.8

96-0

.001

211.8

98

10.00

021

1.816

0.902

210.9

14

20.00

021

1.756

0.135

211.6

2121

.000

211.7

600.0

3821

1.721

27.51

9 21

1.838

0.00

211.8

38

S

IG

N

S

IG

N

C C C C

C

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)

9.60

TEL

EP

YERONG STREET

KING

STR

EET

AC323

BC323

ROAD 3

R5.0 R5.0


CULVERT 3DEMOLISH EXISTING CAUSEWAY AND REPLACE WITHNEW 2 Nos.1800 x 900 HIGH PRECAST BOX CULVERTSWITH LINK SLAB, BASE SLAB AND WING WALLS TO SUIT .RECONSTRUCT ROAD TO SUIT NEW CULVERT HEIGHTS.WIDEN CHANNEL BASE AND STEEPEN BATTERS TO SUIT.


MELT TERMINAL

TRAILING TERMINAL

MELT TERMINAL

TRAILING TERMINAL

GUARDRAIL

GUARDRAIL

C13

C14

C15

C16

C17

C18

G21G22

G23

G24

G25

G26

G27

G28

G29

G30

CULVERT 3 - GUARDRAILSETOUT POINTS

POINT EASTING NORTHING

G21 509740.127 6097134.690

G22 509737.097 6097123.012

G23 509741.294 6097117.321

G24 509749.207 6097116.124

G25 509755.185 6097115.550

G26 509759.600 6097104.709

G27 509747.921 6097107.738

G28 509740.011 6097108.934

G29 509734.320 6097104.737

G30 509733.745 6097098.756

E(OH)

C

W

214.5

DESIGN CONTROL LINE

TOP OF BATTER

BOTTOM OF BATTER

DESIGN SURFACE

EXISTING SURFACE



EXISTING WATER

EXISTING FENCE

CADASTRA BOUNDARIES

COUNTOUR INTERVALS

EXISTING TREES


20

GUARDRAIL

LEGEND:




signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

CONSTRUCTION





23-15556-C319

0

P CHILDS S DONDERS

H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

AS SHOWN


Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


N


0 1 4 5m32


AT ORIGINAL SIZE 0

AT ORIGINAL SIZE0

25mHORIZONTAL 1:500

5 15 2010









ELEVATIONC19 509757.672 6097178.719 209.677

C20 509750.805 6097180.321 209.677

C21 509758.031 6097181.092 209.668

C22 509752.069 6097181.993 209.668

C23 509758.390 6097183.465 209.658

C24 509752.427 6097184.366 209.658


IP C

H 5 R

L 211

.57

VERTICAL ALIGNMENT


CHAINAGE




DATUM RL. 208.00

L=6mL=2m L=19.17m

G=-3% G=-0.34%

K=2.26

L=27.17m

0.000

211.7

16-0

.000

211.7

16

5.000

211.5

860.1

4521

1.441

10.00

021

1.549

0.750

210.7

99

20.00

021

1.514

0.040

211.4

75

27.17

021

1.490

IO

S

IG

N

211.0

211.0 211.0

211.5

211.5

211.5

211.5

210.00

E(OH

)E(

OH)

E(OH

)E(

OH)

E(OH

)E(

OH)

E(OH

)E(

OH)

E(OH

)E(

OH)

E(OH

)E(

OH)

E(OH

)

WW

WW

WW

WW

WW

WW

WW

W

4.80

EP

YERONG STREET

LANE

WAY

AC323

BC323

R5.0 R5.0


CULVERT 4NEW 2 Nos.1800 x 900 HIGH PRECAST BOXCULVERTS WITH LINK SLAB, BASE SLAB ANDWING WALLS TO SUIT . RECONSTRUCT ROADTO SUIT NEW CULVERT HEIGHTS. WIDENCHANNEL BASE AND STEEPEN BATTERS TOSUIT.

PROVIDE 230mm THICK ROCK FILLEDMATTRESS SCOUR PROTECTION ATHEADWALL WITH APRON DEPTH 4000mAND APRON WIDTH 6030mm.UNDERSIDE AND ENDS LINED WITHGEOTEXTILE.

MELT TERMINAL

TRAILING TERMINAL

MELT TERMINAL

TRAILING TERMINAL

GUARDRAIL

GUARDRAIL

EXISTING Ø100mmPVC WATERMAIN

RELOCATE WATER MAIN AS REQUIRED IN THEVICINITY OF THE CULVERT TO AVOID THECULVERT AND TO ACHIEVE 600mm COVERBELOW CHANNEL INVERT.

C19

C20

C21

C22

C23

C24

G31

G32

G33

G34

G35

G36 G37

G38

G39

G40


G31 509750.203 6097201.331

G32 509747.173 6097189.652

G33 509751.370 6097183.961

G34 509759.285 6097182.765

G35 509765.261 6097182.190

G36 509744.538 6097170.143

G37 509745.113 6097176.124

G38 509751.725 6097179.618

G39 509758.715 6097179.125

G40 509770.393 6097176.096

E(OH)

C

W

214.5

DESIGN CONTROL LINE

TOP OF BATTER

BOTTOM OF BATTER

DESIGN SURFACE

EXISTING SURFACE



EXISTING WATER

EXISTING FENCE

CADASTRA BOUNDARIES

COUNTOUR INTERVALS

EXISTING TREES


20

GUARDRAIL

LEGEND:




signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

CONSTRUCTION





23-15556-C320

0

P CHILDS S DONDERS

H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

AS SHOWN


Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


N


0 1 4 5m32


AT ORIGINAL SIZE 0

AT ORIGINAL SIZE0

25mHORIZONTAL 1:500

5 15 2010



ROAD 4

GRATE

GRATE

S

I

G

N

U

H

Y

D

210.5

210.5

211.0

211.0

211.0

211.0

211.0

211.5

211.5

210.00

211.00

C

C

C

C

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH)E(OH)

E(OH

)

E(OH

)

E(OH

)

E(OH

)

E(OH

)

E(OH

)

E(OH

)

E(OH

)

E(OH

)

E(OH

)

E(OH

)

E(OH

)

E(OH

)

E(OH

)

E(OH

)

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

211.0

0

211.0

0

14.40

N

EP

TEL

HYD.M

HYD.M

YERONG STREET

A-

BC323

APPROXIMATE LOCATIONOF EXISTING STAY

RELOCATE WATER MAIN AS REQUIRED INTHE VICINITY OF THE CULVERT TO AVOID THECULVERT AND TO ACHIEVE 600mm COVERBELOW CHANNEL INVERT.


CULVERT 5ADEMOLISH EXISTING CULVERTS ANDREPLACE WITH NEW 2 Nos.1800 x 900HIGH PRECAST BOX CULVERTS WITHLINK SLAB, BASE SLAB AND WINGWALLS TO SUIT . RECONSTRUCT ROADTO SUIT NEW CULVERT HEIGHTS.WIDEN CHANNEL BASE AND STEEPENBATTERS TO SUIT.

GUIDEPOST TYPICAL

DEMOLISH EXISTING PIT ANDREMOVE DOWNSTREAM PIPE

CULVERT 5BNEW 1800 x 450 BOX CULVERTS.DEMOLISH EXISTING HEADWALLSAND BOX CULVERTS.

BLOCK OFF REDUNDANTUPSTREAM PIPELINE

RETAIN EXISTING PIT AND GRATE

C25

C26

C27

C28

C29

C30

37

38

39

40

41

42






CULVERT 5A - SETOUT POINTSPOINT EASTING NORTHING BASE SLAB

ELEVATIONC25 509757.935 6097236.329 209.449

C26 509753.991 6097231.808 209.449

C27 509752.510 6097241.062 209.420

C28 509748.565 6097236.541 209.420

C29 509747.085 6097245.796 209.391

C30 509743.140 6097241.275 209.391

IP C

H 31

.71 R

L 211

.8CR

EST

CH 29

.03 R

L 211

.8

VERTICAL ALIGNMENT


CHAINAGE




DATUM RL. 207.00


G=-0.28% L=10m

L=26.71m L=5.69m

G=0.08%

K=27.38

L=31.71m L=10.69m

0.00

0 21

1.775

-0.02

0 21

1.795

10.00

0 21

1.784

-0.00

7 21

1.791

20.00

0 21

1.792

0.01

6 21

1.776

30.00

0 21

1.799

0.00

9 21

1.790

31.71

5 21

1.797

0.00

7 21

1.790

40.00

0 21

1.779

0.00

3 21

1.776

42.40

4 21

1.772

0.00

0 21

1.772

E(OH)

C

W

214.5

DESIGN CONTROL LINE

TOP OF BATTER

BOTTOM OF BATTER

DESIGN SURFACE

EXISTING SURFACE



EXISTING WATER

EXISTING FENCE

CADASTRA BOUNDARIES

COUNTOUR INTERVALS

EXISTING TREES


20

GUARDRAIL

LEGEND:CULVERT 5B - SETOUT POINTS

POINT EASTING NORTHING BASE SLABELEVATION

37 509758.242 6097244.217 210.600

38 509757.417 6097242.511 210.600

39 509752.273 6097247.106 210.526

40 509751.448 6097245.401 210.526

41 509745.281 6097250.491 210.456

42 509744.455 6097248.785 210.456




signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

CONSTRUCTION




CULVERT 5A & 5B GENERAL ARRANGEMENT PLAN

23-15556-C321

0

P CHILDS S DONDERS

H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

AS SHOWN


Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


PLAN - CULVERT 5A & 5BSCALE 1:100

ROAD 5

CONSTRUCT NEWGRASS LINED OPENCHANNEL

0 1 4 5m32


AT ORIGINAL SIZE 0

AT ORIGINAL SIZE0

25mHORIZONTAL 1:500

5 15 2010



TEL TEL

S

IG

N

210.0

210.0

210.5

210.5

210.5

210.5

C

C

C

CC

CC

CC

CC

CC

C

CC

CC

CC

CC

CC

CC

C

CCCCCCCCCCCCCCCCCCC

E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)

E(OH

)E(

OH)

E(OH

)E(

OH)

E(OH

)E(

OH)

E(OH

)E(

OH)

E(OH

)E(

OH)

WW

WW

WW

WW

WW

WW

WW

W

12.00

TELTEL TEL TEL

EP

WM

BRET

TON

STRE

ET

URANA STREET

A-

BC323

RELOCATE EXISTING COMMUNICATIONAS REQUIRED IN THE VICINITY OF THECULVERT TO AVOID THE CULVERT ANDTO ACHIEVE 600mm COVER BELOWCHANNEL INVERT.

600

620

CULVERT 6DEMOLISH EXISTING CULVERT AND REPLACEWITH NEW 2 Nos.1800 x 900 HIGH PRECASTBOX CULVERTS WITH LINK SLAB, BASE SLABAND WING WALLS TO SUIT . RECONSTRUCTROAD TO SUIT NEW CULVERT HEIGHTS.WIDEN CHANNEL BASE AND STEEPENBATTERS TO SUIT.


CONSTRUCT NEW GRASSLINED OPEN CHANNEL

MELT TERMINAL

MELT TERMINAL

TRAILING TERMINAL

GUARDRAILTRAILING TERMINAL

GUARDRAIL

R5.0

R5.0

LOWER EXISTING WATERMAIN SERVICE TO ACHIEVE600mm COVER BELOWCHANNEL INVERT.

C31

C32

C33

C34

C35

C36

G61

G62

G63

G64

G65

G66

G67

G68

G69

G70







ELEVATIONC31 509519.566 6097285.678 208.493

C32 509518.637 6097279.720 208.493

C33 509513.638 6097286.602 208.469

C34 509512.709 6097280.644 208.469

C35 509507.709 6097287.526 208.445

C36 509506.781 6097281.568 208.445


VERTICAL ALIGNMENT


CHAINAGE




DATUM RL. 206.00 L=32m

G=-0.54%

L=32.00m

0.000

210.8

170.0

0021

0.817

10.00

021

0.763

-0.01

121

0.774

20.00

021

0.709

-0.04

821

0.757

30.00

021

0.656

-0.01

321

0.669

31.99

821

0.645

0.000

210.6

45


G61 509502.790 6097294.632

G62 509507.245 6097290.600

G63 509508.208 6097286.827

G64 509507.305 6097280.889

G65 509504.794 6097271.121

G66 509530.116 6097292.676

G67 509520.944 6097288.464

G68 509518.876 6097285.156

G69 509517.930 6097279.057

G70 509517.251 6097273.234

E(OH)

C

W

214.5

DESIGN CONTROL LINE

TOP OF BATTER

BOTTOM OF BATTER

DESIGN SURFACE

EXISTING SURFACE



EXISTING WATER

EXISTING FENCE

CADASTRA BOUNDARIES

COUNTOUR INTERVALS

EXISTING TREES


20

GUARDRAIL

LEGEND:




signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

CONSTRUCTION





23-15556-C322

0

P CHILDS S DONDERS

H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

AS SHOWN


Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565



ROAD 6

N

0 1 4 5m32


AT ORIGINAL SIZE 0

AT ORIGINAL SIZE0

25mHORIZONTAL 1:500

5 15 2010








4.0 4.0 VARIES 1.6

NEW GABION MATTRESSESOVER GEOFABRIC.

NEW CAST IN-SITUBASE SLAB.

REFER STRUCTURAL DRAWING FORFOUNDATION PREPARATION DETAILS

300mm NOMINALPAVEMENT NEW PRECAST BOX CULVERT

SECTIONS (VARIES)

GRADE VARIES

VARIES1.6

VARIES

SECTIONAC512 50SCALE 1 :

2.00

0.23

2.00

0.23

1-

1.80 1.80 1.80

0.901.0

91.59

NEW CAST IN-SITU BASE SLAB.REFER TO STRUCTURAL DRAWINGS.

PRECAST RCBC LINK SLAB.REFER TO STRUCTURAL DRAWINGS.

ELEVATION B- 50SCALE 1 :

NEW GABION MATTRESSESOVER GEOFABRIC

STEEPEN TO BATTERS TO SUITSTEEPEN TO BATTERS TO SUIT

- 2/1800 x 900 PRECAST BOX CULVERTWITH LINK SLAB (CULVERT 2, 3, 4, 5A & 6)

- BACKFILL ABOVE CULVERT

CULVERT CROWN

300mm MIN. THICK DGS20COMPACTED IN LAYERS NOTEXCEEDING 150mm TO ACHIEVEMINIMUM COMPACTION OF 98% MMDD

14 / 7 2 COAT WEARING SURFACE

DGS20 COMPACTED IN 150mmLAYERS TO 95% MMDD

DETAIL1- 10SCALE 1 :

1.80 1.80 1.80

0.901.0

91.59

NEW CAST IN-SITU BASE SLAB.REFER TO STRUCTURAL DRAWINGS.

ELEVATION B- 50SCALE 1 :

NEW GABION MATTRESSESOVER GEOFABRIC

STEEPEN TO BATTERS TO SUITSTEEPEN TO BATTERS TO SUIT

- 3/1800 x 900 PRECAST BOX CULVERT (CULVERT 1)

6.05




signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

CONSTRUCTION




CULVERT TYPICAL ELEVATIONS AND SECTION

23-15556-C323

0

R PACIENTE JR S DONDERS

H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

1: 50


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

1 in 2

0% 0%

1 in 2

-4.7

210.8

40

210.8

37

-1.5

210.3

8-1

.1420

9.237

021

0.56

-1.32

209.2

37

1.521

0.8-1

.5720

9.237

5.38

211.1

80

211.1

76



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 208.00

1 in 20% 0%

1 in 2

-4.26

210.5

30

210.5

33

-1.5

210.3

5-1

.220

9.153

021

0.6-1

.4420

9.153

1.521

0.82

-1.67

209.1

53

5.35

211.0

80

211.0

78



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 208.00

1 in 2

0% 0%

1 in 2

-5.92

211.2

50

211.2

51

-1.5

210.2

4-1

.220

9.04

021

0.71

-1.67

209.0

4

1.521

1.02

-1.98

209.0

4

5.95

211.2

70

211.2

67



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 208.00

1 in 2

0% 0%

1 in 2

-5.83

210.5

-021

0.495

-1.5

209.5

6-1

.2320

8.329

020

9.7-1

.3720

8.329

1.521

0.11

-1.79

208.3

29

6.04

210.6

021

0.597



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 207.00

1 in 20% 0%

1 in 2

-3.8

209.2

60

209.2

61

-1.5

209.9

2-1

.8120

8.111

021

0.11

-220

8.111

1.521

0.29

-2.18

208.1

11

6.01

210.3

60

210.3

67



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 207.00

1 in 2

0% 0%

1 in 2

-5.92

210.2

7-0

210.2

72

-1.5

209.5

-1.44

208.0

61

021

0.21

-2.15

208.0

61

1.521

0.48

-2.42

208.0

61

6.07

210.3

50

210.3

45



DEPTHCUT - / FILL +

DESIGNSURFACE LEVEL

DATUM R.L. 207.00

MATCH TO EXISTING MATCH TO EXISTING

BRIDGE 1 - DRAIN 2 @ CH 421.209

BRIDGE DECK RL 211.360








BRIDGE DECK RL 210.550LENGTH 12.0m


MATCH TO EXISTINGMATCH TO EXISTING

BRIDGE DECK RL 210.610LENGTH 12.0m

LOCALLY STEEPENBATTERS TO SUITBRIDGE ABUTMENT

LOCALLY STEEPENBATTERS TO SUITBRIDGE ABUTMENT



LENGTH 12.0m

BRIDGE





signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

CONSTRUCTION




BRIDGE SECTIONS

23-15556-C324

0

R PACIENTE JR S DONDERS

H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

1: 100


0 1 4 5m32



T 61 2 6923 7400 F 61 2 6971 9565


SETOUT TABLE - DRAIN 1

POINT CHAINAGE EASTING NORTHING LEVEL

IP1 0 509722.813 6096968.305 210.762

TC 8.152 509721.594 6096960.244 210.805

IP2 19.942 509719.349 6096945.396 210.835

20 509724.392 6096949.046 210.835

CT 31.731 509734.2 6096943.168 210.863

40 509742.377 6096941.941 210.883

60 509762.156 6096938.974 210.931

80 509781.935 6096936.007 210.979

100 509801.713 6096933.04 211.027

120 509821.492 6096930.073 211.076

140 509841.271 6096927.106 211.124

160 509861.049 6096924.138 211.172

180 509880.828 6096921.171 211.22

200 509900.607 6096918.204 211.268

220 509920.386 6096915.237 211.316

240 509940.164 6096912.27 211.364

TC 252.484 509952.51 6096910.418 211.489

260 509959.894 6096909.025 211.564

IP3 267.338 509967.308 6096908.198 211.637

280 509978.821 6096902.667 211.764

CT 282.191 509980.808 6096901.743 211.786

300 509996.875 6096894.062 211.964

320 510014.919 6096885.435 212.164

340 510032.963 6096876.808 212.364

360 510051.007 6096868.182 212.564

IP4 376.933 510066.284 6096860.878 212.733



IP1 0 509708.747 6096875.263 212.463

20 509711.737 6096895.039 211.273

40 509714.726 6096914.814 211.05

60 509717.716 6096934.589 210.943

80 509720.705 6096954.365 210.837

100 509723.695 6096974.14 210.73

IP2 103.899 509724.277 6096977.995 210.709

120 509726.684 6096993.915 210.6

140 509729.674 6097013.69 210.453

160 509732.663 6097033.466 210.305

IP3 171.487 509734.38 6097044.823 210.22

IP4 173.887 509734.739 6097047.196 210.21

180 509735.653 6097053.241 210.186

200 509738.642 6097073.016 210.106

220 509741.631 6097092.792 210.026

IP5 239.961 509744.615 6097112.528 209.947

240 509744.621 6097112.567 209.946

IP6 244.761 509745.333 6097117.274 209.927

260 509747.61 6097132.342 209.867

280 509750.6 6097152.118 209.787

300 509753.589 6097171.893 209.707

IP7 307.359 509754.689 6097179.169 209.677

IP8 309.759 509755.048 6097181.542 209.668

320 509756.579 6097191.668 209.627

340 509759.568 6097211.444 209.547

TC 351.919 509761.35 6097223.229 209.5

IP9 356.936 509762.17 6097228.652 209.48

360 509759.374 6097230.839 209.467

CT 361.953 509758.037 6097232.259 209.459

380 509744.439 6097244.124 209.387

TC 383.491 509741.808 6097246.419 209.374

IP10 386.305 509739.63 6097248.319 209.362

CT 389.119 509736.774 6097248.764 209.351

400 509726.023 6097250.44 209.308

420 509706.261 6097253.521 209.228

IP11 421.209 509705.067 6097253.707 209.223

440 509686.5 6097256.602 209.148

IP12 442.262 509684.265 6097256.95 209.139

460 509666.739 6097259.683 209.068

IP13 470.571 509656.294 6097261.311 209.026

480 509646.978 6097262.764 208.988

500 509627.216 6097265.844 208.908

520 509607.455 6097268.925 208.829

540 509587.694 6097272.006 208.749

560 509567.932 6097275.086 208.669

580 509548.171 6097278.167 208.589



600 509528.41 6097281.248 208.509

620 509508.648 6097284.329 208.429

640 509488.887 6097287.409 208.349

IP14 648.53 509480.458 6097288.723 208.315

660 509469.126 6097290.49 208.27

680 509449.365 6097293.571 208.19

700 509429.603 6097296.652 208.11

IP15 703.199 509426.442 6097297.144 208.097

IP16 715.855 509413.938 6097299.094 208.047

720 509409.842 6097299.732 208.03

740 509390.081 6097302.813 207.95

760 509370.319 6097305.894 207.87

TC 769.249 509361.181 6097307.319 207.833

IP17 770.247 509360.194 6097307.472 207.829

CT 771.245 509359.197 6097307.527 207.825

TC 779.286 509351.168 6097307.968 207.793

780 509350.455 6097308.02 207.79

IP18 780.284 509350.171 6097308.023 207.789

CT 781.281 509349.184 6097308.177 207.785

800 509330.689 6097311.06 207.711

820 509310.927 6097314.141 207.631

TC 831.998 509299.073 6097315.989 207.583

IP19 839.888 509289.121 6097317.54 207.551

840 509292.451 6097320.093 207.551

CT 847.777 509290.744 6097327.481 207.52

IP20 851.544 509291.351 6097331.198 207.505



IP1 0 509744.868 6097249.638 210.456

IP2 14.400 509757.83 6097243.364 210.600




signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

CONSTRUCTION




CHANNELS SETOUT TABLES

23-15556-C325

0

K. RAZ S DONDERS

H.WARR S.FARRELL

N.SZYMANSKI

14.11.16


Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


G1. CARRY OUT WORK IN A SAFE MANNER IN ACCORDANCE WITH APPLICABLE LEGISLATIONSTATUTORY REGULATIONS, BY-LAWS OR RULES. CONTRACTOR IS RESPONSIBLE FOROCCUPATIONAL HEALTH AND SAFETY OF SITE PERSONNEL AND GENERAL PUBLIC INACCORDANCE WITH WORK HEALTH AND SAFETY ACT 2010,LEGISLATIVE REQUIREMENTS,ASSOCIATED REGULATIONS AND CODES OF PRACTICE, INDUSTRIAL AGREEMENTS AND ACCEPTEDINDUSTRY PRACTICE.

G2. SUBMIT DETAILS OF CHANGES TO SCOPE, WORK METHODS OR MATERIALS etc FOR APPROVALBEFORE PROCEEDING. APPROVAL DOES NOT AUTHORISE A VARIATION TO THE CONTRACT.

G3. CHECK THE DRAWINGS AGAINST ANY OTHER DRAWINGS FOR REQUIREMENTS FORPENETRATIONS, CONDUITS, DUCTS, PIPES, etc.

G4. OBTAIN NECESSARY PERMITS AND APPROVALS FROM RELEVANT AUTHORITIES BEFORECOMMENCING WORK ON SITE.NOTIFY RELEVANT SERVICE AUTHORITIES BEFORE COMMENCINGWORK ON SITE.

G5. INSPECTIONS UNDERTAKEN BY SUPERINTENDENT OR OTHERS DO NOT RELIEVE CONTRACTOR OFRESPONSIBILITY FOR COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS.

G6. DO NOT OBTAIN DIMENSIONS BY SCALING FROM DRAWINGS.G7. DIMENSIONS ARE IN MILLIMETRES, LEVELS ARE IN METRES UNO.G8. DATUM FOR LEVELS IS AHD (AUSTRALIAN HEIGHT DATUM). CO-ORDINATES ARE TO MGA94 (MAP

GRID OF AUSTRALIA), AMG (AUSTRALIAN MAP GRID).G9. OBTAIN REQUIREMENTS FOR ADJOINING ELEMENTS TO BE FIXED TO OR SUPPORTED ON WORK

AND PROVIDE FOR REQUIRED FIXINGS. DRAWINGS DO NOT SHOW DETAILS OF ALL FIXTURES,INSERTS, SLEEVES, RECESSES OR OPENINGS etc REQUIRED. PROVIDE FOR TEMPORARYSUPPORT OF ADJOINING ELEMENTS DURING CONSTRUCTION.

G10. MAKE GOOD ANY DAMAGE TO EXISTING ELEMENTS AT COMPLETION OF WORKS.

GENERAL

SID1. THE SAFETY RISK MITIGATION ITEMS BELOW ARE BASED ON GHD'S DESIGN OFFICE EXPERIENCEAND DO NOT NECESSARILY ACCOUNT FOR ALL CONSTRUCTION, OPERATION, MAINTENANCE ANDDEMOLITION SAFETY RISKS. BASED ON INFORMATION AVAILABLE WHEN THIS DRAWING WASMADE, IN ITS CAPACITY AS DESIGNER ONLY, GHD HAS TRIED TO IDENTIFY SAFETY RISKSPERTAINING TO CONSTRUCTION, OPERATION, MAINTENANCE AND DEMOLITION PHASES OF THEASSET. INCLUSION (OR NOT) OF ANY ITEM DOES NOT REDUCE OR LIMIT OBLIGATIONS OFCONSTRUCTOR, USER, MAINTAINER AND DEMOLISHER TO UNDERTAKE APPROPRIATE RISKMANAGEMENT ACTIVITIES TO REDUCE RISK AND IS NOT AN ADMISSION BY GHD THAT INCLUSIONOF ANY ITEM IS DESIGNER'S RESPONSIBILITY.

SID2. CONSTRUCT BUILDING ELEMENTS THAT CONTRIBUTE TO SAFETY, SUCH AS HANDRAILS AND TOEBOARDS, 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 REINFORCEMENTSID5. CONTRACTOR TO CONSIDER THE RISKS OF WORKING ADJACENT TO OVERHEAD POWER LINES

AND TO TAKE MEASURES TO ELIMINATE OR MINIMISE THE RISKS .

SAFETY IN DESIGN

F1. THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE PROPOSED LOADING FROMAS 1597.2 AND AS5100. INCLUDING HIGHER MASS LIMIT (HML) LOADING.

F2. REFER TO GEOTECHNICAL INVESTIGATION REPORT NO.S16-057 PREPARED BY AITKEN ROWEGEOTECHNICAL ENGINEERING DATED 18th FEBRUARY 2016. NOTIFY STRUCTURAL DESIGNER IFCONDITIONS ENCOUNTERED DIFFER FROM THOSE DESCRIBED IN THE REPORT AND SEEKDIRECTIONS.

F3. DESIGN IS BASED ON DATA FROM DISCRETE LOCATIONS AS RECORDED IN GEOTECHNICALINVESTIGATION REPORT. SUBSURFACE CONDITIONS SHOWN ON DRAWINGS IS INFERRED FROMDATA IN GEOTECHNICAL INVESTIGATION REPORT AND IS GIVEN AS A GUIDE ONLY. ACTUALGROUND CONDITIONS MAY VARY FROM THOSE SHOWN.

F4. FOUNDATION LEVELS SHOWN ARE CONTRACT LEVELS. FINAL LEVELS TO BE AS DIRECTED BYSUPERINTENDENT.

F5. REMOVE TOP SOIL CONTAINING GRASS ROOTS OR OTHER ORGANIC MATTER, RUBBLE AND / ORDEBRIS AND OTHER UNSUITABLE MATERIAL BELOW FOUNDATIONS TO A LEVEL THAT ACHIEVES100 KPa BEARING CAPACITY.

F6. THE EXISTING CONCRETE CULVERT BASE IS TO BE TOTALLY REMOVED AND FOUNDINGNATURALLY OCCURRING MATERIAL IS TO BE PROOF ROLLED WITH A MINIMUM 10 TONNEVIBRATING ROLLER. ANY SOFT SPOTS FOUND ARE TO BE REMOVED AND SOUND GRANULARMATERIAL IMPORTED AND COMPACTED TO 98% SSD TO ACHIEVE 100 kPA SAFE BEARINGCAPACITY.

F7. “ENGINEERED FILL” UNDER CULVERT IS: SAND FILL UP TO 800 mm DEEP, WELL COMPACTED INLAYERS < 300 mm THICK BY VIBRATING PLATE OR VIBRATING ROLLER, OR NON-SAND FILL UP TO400 mm DEEP, WELL COMPACTED IN LAYERS <150 mm THICK BY MECHANICAL ROLLER (CLAY FILLTO BE MOIST DURING COMPACTION), OR OTHER MATERIAL PLACED AND COMPACTED INACCORDANCE WITH AS1289 AND AS1597.2.

F8. BACKFILLING OF BOX CULVERTS AND WING WALLS TO BE IN ACCORDANCE WITH AS1289 ANDAS1597.2.

F9. THE ENGINEERED FILL TO BE COMPACTED TO MINIMUM 98% OF STANDARD MAXIMUM DRYDENSITY.

F10. USE SUITABLE CONSTRUCTION TECHNIQUES AND EQUIPMENT FOR BACKFILLING ADJACENT TOSTRUCTURES TO PREVENT OVERSTRESS AND DAMAGE. BACKFILL EVENLY TO AVOIDDIFFERENTIAL SOIL PRESSURES ON STRUCTURES. BACKFILL AGAINST RETAINING WALLS ONLYAFTER SPECIFIED CONCRETE STRENGTH IS ACHIEVED, AND PERMANENT SUPPORT INSTALLEDWHERE APPLICABLE.

F11. FOOTINGS HAVE BEEN DESIGNED FOR A SAFE WORKING BEARING PRESSURE OF 100 kPa INUNDISTURBED NATURAL SOILS, U.N.O.

F12. CONSTRUCT FOOTINGS FOUNDED IN SPECIFIED MATERIALS (AS ABOVE, OR IN GEOTECHNICALREPORT). REMOVE SOFTENED OR LOOSE MATERIAL AND MATERIAL THAT DOES NOT ACHIEVETHESE PRESSURES. ENSURE FORMATION IS CLEAN AND LEVEL.

F13. PROVIDE 0.2 mm HIGH IMPACT RESISTANT VAPOUR PROOF MEMBRANE UNDER THE FOOTING.

FOUNDATIONS

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

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

D3. SEEK ADVICE FROM SUITABLY QUALIFIED STRUCTURAL ENGINEER TO ESTABLISH CRITICALSTABILITY 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 DEMOLITION SUBCONTRACTORS.D7. SUBMIT ELECTRONIC PDF'S OR THREE PAPER COPIES OF PROPOSED DEMOLITION METHOD

STATEMENT AT LEAST 14 DAYS PRIOR TO DEMOLITION WORK. DO NOT PROCEED WITHDEMOLITION UNTIL WRITTEN APPROVAL ISSUED. METHOD STATEMENT TO INCLUDE PROPOSEDSEQUENCE OF WORKS, TIMES FOR DISCONNECTION AND RECONNECTION OF SERVICES, SITESECURITY, HOT WORKS, SPLINTERS AND EXPOSED ELEMENTS, DEBRIS, TRANSPORT ANDDISPOSAL, ACCESS EQUIPMENT, TEMPORARY BATTERS, AIR QUALITY AND POLLUTION CONTROLMEASURES.

DEMOLITION

CONCRETE

1. ALL WORKMANSHIP AND MATERIALS TO BE IN ACCORDANCE WITH AS 3600 AND THE CONCRETESPECIFICATION.

2. CONCRETE QUALITY:-

MINIMUM CEMENT CONTENT = 270 kg/m³ MAX. W/C RATIO = 0.5PROJECT CONTROL TESTING TO BE CARRIED OUT IN ACCORDANCE WITH AS 3600

3. NO ADMIXTURES TO BE USED IN CONCRETE UNLESS APPROVED IN WRITING.4. CONCRETE DIMENSIONS SHOWN DO NOT INCLUDE THICKNESSES OF APPLIED FINISHES.5. DEPTHS OF BEAMS ARE GIVEN FIRST AND INCLUDE SLAB THICKNESS U.N.O.6. ALL EXPOSED EDGES AND CORNERS TO BE PROVIDED WITH 25mm FILLETS OR CHAMFERS. MAINTAIN

COVER TO REINFORCEMENT AT THESE DETAILS UNLESS OTHERWISE INDICATED.7. NO HOLES, CHASES OR EMBEDMENT OF PIPES, OTHER THAN THOSE SHOWN ON THE STRUCTURAL

DRAWINGS, TO BE MADE IN CONCRETE MEMBERS WITHOUT THE PRIOR WRITTEN APPROVAL OF THESUPERINTENDENT.

8. CONSTRUCTION JOINTS WHERE NOT SHOWN TO BE LOCATED TO THE APPROVAL OF THESUPERINTENDENT. DETAILS OF CONSTRUCTION JOINTS TO BE SUBMITTED TO THE SUPERINTENDENTFOR APPROVAL.

9. THE FINISHED CONCRETE TO BE A DENSE HOMOGENEOUS MASS, COMPLETELY FILLING THE FORMWORK,THOROUGHLY EMBEDDING THE REINFORCEMENT AND FREE OF STONE POCKETS. ALL CONCRETEINCLUDING SLABS ON GROUND AND FOOTINGS, TO BE COMPACTED WITH MECHANICAL VIBRATORS.

10. CURING OF ALL CONCRETE TO BE ACHIEVED BY KEEPING SURFACES CONTINUOUSLY WET FOR A PERIODOF 3 DAYS, AND PREVENTION OF LOSS OF MOISTURE FOR A TOTAL OF 7 DAYS FOLLOWED BY A GRADUALDRYING OUT. APPROVED SPRAYED OR CURING COMPOUNDS MAY BE USED WHERE COMPATIBLE WITHFLOOR FINISHES. POLYTHENE SHEETING OR WET HESSIAN MAY BE USED IF PROTECTED FROM WINDAND TRAFFIC.

11. CONSTRUCTION SUPPORT PROPPING TO BE LEFT IN PLACE WHERE NEEDED TO AVOID OVERSTRESSINGTHE STRUCTURE DUE TO CONSTRUCTION LOADING.

12. CONDUITS, PIPES ETC. ONLY TO BE LOCATED AS SHOWN IN THE DRAWINGS OR AS APPROVED BY THESUPERINTENDENT.

13. ALL FORMWORK AND PROPPING UNDER SUSPENDED CONCRETE WORKS SHALL BE SHALL BE REMOVEDBEFORE ANY MASONRY WORK IS BUILT ABOVE.

14. CAMBERS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND EXCEPT FOR PRESTRESSED WORKSHALL BE PROVIDED IN BEAMS AND SLABS AS FOLLOWS:-

i) SPANS - 0.002 x SPANii) CANTILEVERS - 0.004 x CANTILEVER LENGTH

CAMBERS SHALL BE CHECKED BEFORE AND AFTER DEPROPPING TO DETERMINE THE DEFLECTION OF THE MEMBERS UNDER THEIR SELF WEIGHT. PROVISION SHALL BE MADE IN THE FORMWORK SYSTEM FOR THE STRUCTURAL ENGINEER TO VARY THE SPECIFIED CAMBERS ON THE BASIS OF THIS INFORMATION. THE TOP SURFACE OF A CAMBERED MEMBER SHALL BE FINISHED TO MAINTAIN THE SPECIFIED DEPTH OF THE MEMBER.

15. SHRINKAGEMAXIMUM DRYING SHRINKAGE STRAIN MEASURED IN ACCORDANCE WITH AS 1012-PART 13 SHALL NOT EXCEED 650 x 10-6 AT 8 WEEKS. UNDERTAKE TESTING (IE. SHRINKAGE BARS) TO DEMONSTRATE COMPLIANCE WITH THIS REQUIREMENT FOR ALL SUSPENDED CONCRETE ELEMENTS.

16. BACKPROPPING FOR FORMWORK TO BE DESIGNED IN ACCORDANCE WITH AS 3610 AND CERTIFIED BYENGINEER ENGAGED BY THE SUBCONTRACTOR.

17. THE STRUCTURAL DESIGN FOR SUSPENDED STRUCTURES ASSUMES:-1. A MAXIMUM COMBINED VERTICAL DEFLECTION OF FORMWORK AND PROPS OF 2mm UNDER THE WEIGHT OF CONCRETE, REINFORCEMENT AND CONSTRUCTION LIVE LOAD.2. REMOVAL OF FORMWORK AND PROPS SHALL COMPLY WITH CLAUSE 19.6.2 OF AS 3600

ELEMENT SLUMP MAX. SIZEAGGREGATE CEMENT TYPE CONCRETE

GRADE

BASE SLAB 80 20 GP 40 MPaEDGE BEAM 80 20 GP 40 MPaHEAD WALL 80 20 GP 40 MPa

BRIDGE ABUTMENT 80 20 GP 40 MPaMASS CONCRETE 80 20 GP 15 MPa

REINFORCEMENT

1. CLEAR CONCRETE COVER TO ALL REINFORCEMENT TO BE AS FOLLOWS, UNLESS NOTED OTHERWISE.

2. ALL REINFORCEMENT TO BE FIRMLY SUPPORTED NOT GREATER THAN 1m CENTRES BOTH WAYS,UNLESS NOTED OTHERWISE. BARS TO BE TIED AT ALTERNATE INTERSECTIONS.

3. REINFORCEMENT SYMBOLS:-N - DENOTES GRADE 500 DEFORMED BARS TO AS 4671Y - DENOTES GRADE 400 Y BARS TO AS 1302 GRADE Y (TEMPCORE).R - DENOTES GRADE 250 HOT ROLLED PLAIN BARS TO AS 1302SL, RL - DENOTES FABRIC TO AS 4671 (GRADE 500)F - DENOTES GRADE 450 F HARD-DRAWN WIRE REINFORCING FABRIC TO AS 1304W - DENOTES GRADE 450 W HARD-DRAWN PLAIN WIRE TO AS 130317N20-250 means:-17 - NUMBER OF BARS IN GROUPN - BAR GRADE AND TYPE20 - NOMINAL BAR SIZE IN mm250 - SPACING IN mm

THE FIGURE FOLLOWING THE FABRIC SYMBOL SL IS THE REFERENCE NUMBER FOR FABRIC TO AS 13044. REINFORCEMENT BARS TO BE LAID IN LAYERS TAGGED ON PLANS AS FOLLOWS:-

(1) - DENOTES BARS LAID IN BOTTOM LAYER FIRST.(2) - DENOTES BARS LAID IN BOTTOM LAYER SECOND.(3) - DENOTES BARS LAID IN TOP LAYER FIRST.(4) - DENOTES BARS LAID IN TOP LAYER LAST.

REINFORCEMENT IS REPRESENTED DIAGRAMATICALLY AND NOT NECESSARILY IN TRUE PROJECTION.5. SPLICES IN REINFORCEMENT TO BE MADE ONLY IN POSITION SHOWN, OR OTHERWISE APPROVED IN

WRITING BY THE SUPERINTENDENT / DESIGNER. HOOKS, LAPS, SPLICES AND BENDS TO BE INACCORDANCE WITH AS 3600.LAPS TO BE NOT LESS THAN THE DEVELOPMENT LENGTH FOR EACH BAR SHOWN BELOW U.N.O.

6. WELDING OR REINFORCEMENT NOT TO BE PERMITTED UNLESS SHOWN ON THE STRUCTURAL DRAWINGSOR APPROVED BY THE DESIGNER.

7. JOGGLES TO BARS TO BE 1 BAR DIAMETER OVER A LENGTH OF 12 BAR DIAMETERSU.N.O.8. FABRIC TO BE LAPPED 2 TRANSVERSE WIRES PLUS 50mm. BUNDLED BARS TO BE TIED TOGETHER AT 30

BAR DIAMETER CENTRES WITH 3 WRAPS OF TIE WIRE.9. AT PENETRATIONS IN SLABS, UNLESS OTHERWISE DETAILED, REINFORCEMENT NOT TO BE CUT BUT TO

BE GATHERED EQUALLY TO EACH SIDE OF PENETRATION AND EXTRA REINFORCEMENT PROVIDEDBETWEEN THE PENETRATIONS AS DIRECTED BY THE SUPERINTENDENT.

10. DISTRIBUTION BARS TO MAIN REINFORCEMENT IN SLABS SHALL BE N12-300crs. U.N.O.11. NOTIFY AND PROVIDE ACCESS TO THE ELECTRICAL SUBCONTRACTOR TO CONNECT EARTHING.

ELEMENT COVER (mm) - NOTEXPOSED TO WEATHER

COVER (mm) - EXPOSED TOWEATHER

BASE SLAB 50 50

EDGE BEAM 75 75ABUTMENT BEAM 50 50

BORED PIERS - 75

BAR SIZE (mm) SPLICE LENGTH (mm)

N12 475N16 625N20 800N24 950N28 1250N32 1575

P1. PRECAST BOX CULVERT, LINK SLAB, WINGWALL, APRON SLAB AND BASE SLABS TO BE DESIGNEDBY A CERTIFIED MANUFACTURER AND INSTALLED IN ACCORDANCE WITH AS 1597.1 & AS 1597.2.

P2. PRECAST BOX CULVERTS, LINK SLABS & BASE SLABS TO BE DESIGNED IN ACCORDANCE WITH THEPROPOSED LOADING FROM AS 1597.2 & AS 5100 INCLUDING HML LOADING.

P3. SUBMIT SHOP DRAWINGS OF ALL PRECAST ELEMENTS FOR REVIEW AND APPROVAL PRIOR TOFABRICATION.

P4. PRECAST CULVERTS, LINK SLABS & BASE SLABS TO BE DESIGNED FOR EXPOSURECLASSIFICATION B1.

PRECAST CULVERTS

CONSTRUCTION


LOCKHART FLOOD MITIGATION WORKS

YERONG - URANA STREET DRAIN

GENERAL STRUCTURAL NOTES

23-15556-S300

0

D.WILKINSON B.REMEDIOS

H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

NOT TO SCALE

0 FOR CONSTRUCTION DJW SF NS 14.11.16




signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE


Plot Date: Cad File No:14 November 2016 - 3:06 PM G:\23\15556\Document Transfer\Outgoing\01 Final Drawings and XRefs\C300 Nicholas St\23-15556-S300.dwg

Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


300NEW PRECASTCULVERTS300

SECTIONA- 50SCALE 1 :

ET1

CONSTRUCTION JOINT

SJ SJ

SJ SJ

DEJ

DEJ

DEJ

ET1

DEJ

DEJ

DEJ

ET1

300 x 600 DEEP EDGE BEAM


PLAN ON CULVERT 1 & 3 INSITU BASE SLABSCALE 1:50

200mm THICK APRON SLAB ON 50mmCONCRETE BLINDING ON 200mm MIN.THICK ENGINEERED FILL. PROVIDE SL81MESH TOP & BOTTOM

PRECAST WINGWALL, APRON SLAB& EDGE BEAM


N16-200 TOP

N16-200 TOP

625

N16-

200 T

OP

N16-

150 B

OTTO

MET1

B-

NOTES:1. EXISTING DIMENSIONS TO BE CONFIRMED ON SITE

2. REFER CIVIL DRAWING C317 FOR GENERAL ARRANGEMENT.

3. CONCRETE GRADE TO BE N40

4. ALL REINFORCEMENT TO HAVE 50mm COVER U.N.O.

5. TOP SOIL & UNCONTROLLED FILL TO BE REMOVED. EXISTING FILL TO BEPROOF ROLLED AND REPLACEMENT FILL COMPACTED IN ACCORDANCEWITH THE TECHNICAL SPECIFICATIONS.

6. SITE PREPARATION SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS.

7. FOR GENERAL STRUCTURAL NOTES REFER TO DRG. No. 23-15556-S300

8. FINAL LOCATION OF CONSTRUCTION JOINT TO BE AT OR NEARTHE MIDDLE OF THE BASE SLAB.

DESIGN LOADINGS FOR PRECASTCULVERTS:1. SELF WEIGHT

2. UP TO 2.0m OF FILL IN 0.2m STEPS

3. CONSTRUCTION LOADS AS PER AS 5100

4. TRAFFIC LOADS: W7, T44, HLP320, SM1600 AND HIGHER MASS LIMIT LOADINGS.

5. DYNAMIC LOAD ALLOWANCE AS PER AS5100.

6. DESIGN IN ACCORDANCE WITH AS1597.2 AND AS5100

C-

A-

DRILL & EPOXY GROUT 600 LONGR24 GALVANISED DOWELS 200mmINTO PRECAST APRON SLAB AT400crs. GREASE AND TAPEDOWELS IN INSITU CONCRETE





250 THICK BASE SLAB ON 0.2mmHIGH IMPACT RESISTANT VAPOURPROOF MEMBRANE ON 50mmCONCRETE BLINDING ON 200mmMIN. ENGINEERED FILL. PROVIDESL81 MESH BOTTOM LAID FIRST

250

N16-

150 B

OTTO

M

1200160016001200

N16-

150 B

OTTO

M

N16-

150 B

OTTO

M

400 400

450

250

250

N16-200 U-BARS 3-N16LONGITUDINAL BARS

10mm BACKING RODSIKASIL 728 SL ORAPPROVED EQUIVALENT

R24 GALVANISED DOWELS x 600LONG AT 240crs.

SECTIONB- 20SCALE 1 :

SECTIONC- 20SCALE 1 :

500 M

AX.

150

N20 GALVANISED DOWELSAT 200crs. DRILLED &EPOXY GROUTED 150mmINTO CULVERT

N12-200 HORIZ. BARS

INSITU CONCRETE HEAD WALL

CONSTRUCTION JOINT DETAIL

2-N16 TOP & BOTTOMN12-350 LIGS, 75 COVER

R24 GALVANISED DOWELS x 600LONG AT 400crs. GREASE ANDTAPE THIS END

250

150

TYPICAL JOINT TREATMENTAT TOP OF CROWN UNITS

15 GAP BETWEEN UNITS

BACKING ROD

INSTALL 250 WIDE 'BITUTHENE 5000', ORAPPROVED EQUIVALENT, HIGHSTRENGTH MULTI-LAMINATE TAPEALONG LENGTH OF CULVERT INSTALLEDIN ACCORDANCE WITHMANUFACTURER'S RECOMMENDATIONSINCLUDING APPLICATION OF BITUTHENEPRIMER.

FILL GAP BETWEEN CROWN UNITSWITH NON-SHRINK CEMENTGROUT OR MORTAR - MINIMUM 28DAY COMPRESSIVE STRENGTH OF40 MPa

10mm JOINTEX

10mm BACKING RODSIKASIL 728 SL ORAPPROVEDEQUIVALENT

10

D.E.J.

10

DOWELLED EXPANSION JOINT(D.E.J.) DETAIL

200

600

INSITU CONCRETE APRON SLAB

TYPICAL EDGE THICKENING ET1

ET1ET1ET1

300

SAWN JOINT (SJ) DETAIL

6

⅓ D

D

SCALE 1:10

SCALE 1:10

FILL SAW CUT WITH SIKASIL 728 SLOR APPROVED EQUIVALENT

MEMBRANE200mm MIN. THICK ENGINEEREDFILL FOUNDED 100mm INTONATURAL GROUND ON 150 kPa MIN.SAFE BEARING PRESSURE

NEW PRECASTCULVERTS

REFER TYPICAL JOINT DETAIL ATTOP OF CROWN UNITS

PROVIDE NEW GUARDRAIL WITH MELT TERMINALS ASPER RMS DRAWING MD.R132.G01.B. FIX POSTS TOCROWN UNITS IN ACCORDANCE WITH RMS DRAWINGNo. MD.132.A04.A.1 SAFETY BARRIER ON BASE PLATE

MESH IN BOTTOM25CEMENT MORTARTYPICAL

25mm DEEP RECESS FORCULVERT UNITS - TYPICAL

50mm

CON

CRET

E BL

INDI

NG

250

CONSTRUCTION



YERONG - URANA STREET DRAIN - CULVERT 1

STRUCTURAL PLAN AND DETAILS

23-15556-S317

0


H.WARR S.FARRELL

N,SZYMANSKI

14.11.16

AS SHOWN





signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


0


500 2000 2500mm15001000

0 200 800 1000mm600400




ET1

CONSTRUCTION JOINT

SJ SJ

SJ SJ

DEJ

DEJ

DEJ

ET1

DEJ

DEJ

DEJ

ET1







N16-200 TOP

N16-200 TOP

625

N16-

200 T

OP

N16-

150 B

OTTO

MET1

B-















C-

A-







250

N16-

150 B

OTTO

M

1200160016001200

N16-

150 B

OTTO

M

N16-

150 B

OTTO

M

1-


50 C

ONCR

ETE

BLIN

DING

CEMENT MORTARTYPICAL

25MESH IN BOTTOM


NEW PRECASTCULVERTS

25

100

NOMINAL 10mm MORTAR PAD

RCBC CROWN UNIT

PRECAST LINK SLAB

STEEL DOWELS AS PERMANUFACTURER'S RECOMMENDATIONS


MEMBRANE

200mm MIN. THICK ENGINEEREDFILL FOUNDED 100mm INTONATURAL GROUND ON 150 kPa MIN.SAFE BEARING PRESSURE

250

10mm JOINTEX


10



6

⅓ D

D

SCALE 1:10

SCALE 1:10


400 400

450

250

250





500 M

AX.

150


N12-200 HORIZ. BARS





10

D.E.J. 200

600



ET1ET1ET1

300


CONSTRUCTION





23-15556-S319

0


H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

AS SHOWN





signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


0


500 2000 2500mm15001000

0 200 800 1000mm600400









SJDEJ

SJ DEJ


SJDEJ

SJ DEJ

ET1

ET1





625

N16-

200 T

OP

N16-

150 B

OTTO

M

N16-200 TOP







B-

C-

A-


2. REFER CIVIL DRAWINGS C318 AND C320 FOR GENERAL ARRANGEMENT.






N16-

150 B

OTTO

M

N16-

150 B

OTTO

M

N16-

150 B

OTTO

M

1200 1600 1600 1200



250

1-


50 C

ONCR

ETE

BLIN

DING


25MESH IN BOTTOM


NEW PRECASTCULVERTS

25

100


RCBC CROWN UNIT

PRECAST LINK SLAB



MEMBRANE


250

10mm JOINTEX


10



6

⅓ D

D

SCALE 1:10

SCALE 1:10


400 400

450

250

250





500 M

AX.

150


N12-200 HORIZ. BARS





10

D.E.J. 200

600



ET1ET1ET1

300


CONSTRUCTION



YERONG - URANA STREET DRAIN - CULVERT 2 & 4


23-15556-S320

0


H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

AS SHOWN





signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


0


500 2000 2500mm15001000

0 200 800 1000mm600400






5. TOP SOIL & UNCONTROLLED FILL TO BE REMOVED. EXISTING FILL TO BE PROOF ROLLED AND REPLACEMENT FILL COMPACTED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS.










PLAN ON CULVERT 5 INSITU BASE SLABSCALE 1:50

ET1

CONSTRUCTION JOINTSJ SJ

SJ SJ

DEJ

DEJ

DEJ

ET1

DEJ

DEJ

DEJET1






N16-200 TOP

N16-200 TOP

625

N16-

200 T

OP

N16-

150 B

OTTO

MET1

B-

C-

A-







N16-

150 B

OTTO

M

N16-

150 B

OTTO

M

N16-

150 B

OTTO

M



250

1-

1200 1600 1600 1200


50 C

ONCR

ETE

BLIN

DING


25MESH IN BOTTOM


NEW PRECASTCULVERTS

25

100


RCBC CROWN UNIT

PRECAST LINK SLAB



MEMBRANE


250

10mm JOINTEX


10



6

⅓ D

D

SCALE 1:10

SCALE 1:10


400 400

450

250

250





500 M

AX.

150


N12-200 HORIZ. BARS





10

D.E.J. 200

600



ET1ET1ET1

300


CONSTRUCTION





23-15556-S321

0


H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

AS SHOWN





signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


0


500 2000 2500mm15001000

0 200 800 1000mm600400


ET1

CONSTRUCTION JOINT

SJ SJ

SJ SJ

DEJ

DEJ

DEJ

ET1

DEJ

DEJ

DEJ

ET1



PLAN ON CULVERT 6 INSITU BASE SLABSCALE 1:50




N16-200 TOP

N16-200 TOP

625

N16-

200 T

OP

N16-

150 B

OTTO

M

ET1

B-


2. REFER CIVIL DRAWING C322 FOR GENERAL ARRANGEMENT.3. CONCRETE GRADE TO BE N40


5. TOP SOIL & UNCONTROLLED FILL TO BE REMOVED. EXISTING FILL TO BE PROOF ROLLED AND REPLACEMENT FILL COMPACTED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS.










C-

A-







7200

4800

℄ CU

LVER

TS

℄ BRETTON STREET

N16-

150 B

OTTO

M

N16-

150 B

OTTO

M

N16-

150 B

OTTO

M



250

1-

1200 1600 1600 1200


50 C

ONCR

ETE

BLIN

DING


25MESH IN BOTTOM


NEW PRECASTCULVERTS

25

100


RCBC CROWN UNIT

PRECAST LINK SLAB



MEMBRANE


250

10mm JOINTEX


10



6

⅓ D

D

SCALE 1:10

SCALE 1:10


400 400

450

250

250





500 M

AX.

150


N12-200 HORIZ. BARS





10

D.E.J. 200

600



ET1ET1ET1

300


CONSTRUCTION





23-15556-S322

0


H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

AS SHOWN





signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


0


500 2000 2500mm15001000

0 200 800 1000mm600400


3400

3400

LENGTH VARIES (12000 MAX.)

PLAN ON PRECAST CONCRETE BRIDGE

ELEVATION ON PRECAST CONCRETE BRIDGE

SCALE 1:50

SCALE 1:50

ABUTMENT A ABUTMENT B

3000

MIN

. BOR

ED P

IERS

2000

MIN

. BOR

ED P

IERS

A-

BRIDGE TO BE WAEGER PRECAST CONCRETE OR APPROVED EQUIVALENT

2 BORED PIERS TOEACH ABUTMENT

DRAINAGE CHANNEL-REFER CIVIL DRAWINGS

PROPRIETARY PRECAST CONCRETE BRIDGE

B-

B-

300x300x13 60 IRHD GRANOR BEARING PADUNDER BRIDGE - TYPICAL

BEARING PAD UNDER

BEARING PAD UNDER

BEARING PAD UNDERBRIDGE FIXING BRACKETSAT ABUTMENT A ONLY

BRIDGE FIXING BRACKET

NOTES:1. REFER TO CIVIL DRAWINGS FOR GENERAL ARRANGEMENTS

2. ABUTMENT FOOTING IS DESIGNED FOR:-2.1 PRECAST BRIDGE = 20 t MAX.2.2 GVM = 15 t MAX.2.3 MAX. AXLE LOAD = 10 t

3. ALL PROPRIETRY PRODUCTS TO BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS

4. ALL CONCRETE TO BE GRADE N40

ABUTMENT A ABUTMENT B

PRIV

ATE

PROP

ERTY

SID

E

ROAD

SID

E

3000 PRECAST BRIDGE

PROPRIETARY PRECAST BRIDGE


TYPICAL BORED PIER DETAIL

1000

MIN

. SOC

KET

INTO

STI

FFTO

VER

Y ST

IFF

CLAY

- 75

0kPa

SAFE

BEA

RING

PRE

SSUR

E

D-


SECTIOND- 20SCALE 1 :


250 PFC BRIDGE FIXING BRACKETBOLTED TO ABUTMENT - 2-M16CHEMICAL ANCHORS - HILTI HIT-RE 500

1-M20 GALVANISED BOLT SLEEVEDTHROUGH PRECAST BRIDGE BEAMAND FIXING BRACKET

BEARING PAD

BEARING PAD

150150

800

400

400

800

6-N20 MAIN BARSR10-300 LIGS

E-

N12-200 EACH WAY

ABUTMENT REINFORCEMENT:-5-N20 TOP & BOT.R10-300 LIGS. IN PAIRS

20 GAP20 GAP

SECTIONE- 20SCALE 1 :

Ø600

STEEL HANDRAILS ALONG THEBRIDGE BY PRECAST BRIDGEDESIGNER

HERCULES HN/40NEOFERMA SEALTYPICAL

HERCULES HN/40NEOFERMA SEALTYPICAL

THIS SECTION OF WALLCAN BE POUREDSEPARATELY ASREQUIRED

150 WIDE x 150 HIGH KERB

150 WIDE x 150 HIGH KERB

PROVIDE WEEP HOLES AS REQUIRED

CONSTRUCTION



YERONG - URANA ST DRAIN

DRIVEWAY BRIDGE STRUCTURAL DETAILS

23-15556-S323

0


H.WARR S.FARRELL

N.SZYMANSKI

14.11.16

AS SHOWN





signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Sammy Jung

(Project Director)

Approved

Job

Manager

Project

Director

Suite 3, Level 1


T 61 2 6923 7400 F 61 2 6971 9565


0


500 2000 2500mm15001000

0 200 800 1000mm600400


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