PROJECT No.

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COPYRIGHT © - This documentis and shall remain the propertyof Bornhorst & Ward Pty. Ltd.The document may only beused for the purpose for whichit was commisioned and inaccordance with the terms ofengagement. Unauthorised useof this document in any formwhatsoever is prohibited.

1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

F

G

H

STATUS

PROJECT NORTH

1 2 3 4 5 6 7 8 9 10 11

APPCHKDESDWNAMENDMENT / ISSUEREV. DATE PROJECT SUBJECT

REVISIONDRAWING No.

APPROVED

RPEQ

ASSOCIATED CONSULTANTS

DATE DATE

CHECKED

A

B

C

D

E

F

G

H

A1 UNREDUCED

A3 REDUCED

UNREDUCED / REDUCEDSCALES

DIMENSIONS IN METRES EXCEPT WHERESHOWN OTHERWISE. CULVERT AND PIPESIZES IN MILLIMETRES

Level 4, 67 Astor Terrace, Spring Hill, QLD 4000

Facsimile

Brisbane AustraliaBornhorst & Ward Pty Ltd

mail@bornhorstward.com.au

A.C.N. 010 151 354www.bornhorstward.com.au

Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354

CIVIL AND STRUCTURAL

12191ECONOMICDEVELOPMENTQUEENSLAND (EDQ)

1/10/14 1/10

K.RENSCH

B

B 01.10.14 ISSUE FOR OPERATIONAL WORKS MS AY KR NRA 05.09.14 FOR INFORMATION

P3-S1-C0063

SEWER RETICULATIONLAYOUT SHEET 2

100 5 15 201 : 500 / 1 : 1000

25m

PLANSCALE A

100 5 15 201 : 500 / 1 : 1000

25m

PROPOSEDEXISTING

LEGEND

TREE

FENCE

EXTENT OF WORKS

CONTOURS

PROPERTY BOUNDARY

STORMWATER DRAINAGE

WATER

TELSTRA

SEWER

UNDER GROUND POWER

OVER HEAD POWER

EDGE OF BITUMEN

KERB AND CHANNEL

KERB ONLY

BATTERTOE OF BATTER

TOP OF BATTER

KERB INVERT

EXTENT OF BUILDING

EASEMENT

GAS

5252

JOIN

S DW

G C0

062

SEWER (COMPILED)

WATER (COMPILED)

GAS (COMPILED)

TELSTRA (COMPILED)UNDER GROUNDPOWER (COMPILED)

AS CONSTRUCTED DETAILS FOR AMEND.

SIGNED DATE:

START DATE

NAME of SIGNATORY

RPEQ No. or LICENCE

I CERTIFY THAT THE "AS CONSTRUCTED" DETAILS SHOWN ONTHIS PLAN ARE TRUE AND ACCURATE RECORD OF THE WORKS

FINISH DATECOMPANY NAME

QUEENSLAND URBAN UTILITIES DELEGATE

QUEENSLAND URBAN UTILITIES DRAWING No.

SHEET No. OF

AMEND.

DATE:

CLIENT

CONTACT:

CONTACT:

QUU AUDITOR:

ECONOMIC DEVELOPMENT QUEENSLAND

BORNHORST & WARD

AUDIT AND COMPLIANCE OFFICER

(VALID FOR 12 MONTHS FROM DATE SHOWN)

4 6

--

SEWER STRUCTURE NUMBERMH150528

ABANDONED SERVICE

SEWER RISING MAIN

TOE OF WALL

TOP OF WALL

RETAINING WALLTOE OF WALL

TOP OF WALL

FLOW DIRECTION ARROW

NOTE:1. ALL SEWER AND ASSOCIATED MANHOLES MARKED TO

BE ABANDONED LOCATED INSIDE WORKS ZONE TO BEREMOVED FROM SITE UNLESS NOTED OTHERWISE.TRENCHES TO BE BACKFILLED WITH IMPORTED MATERIAL AS PER EARTHWORKS SPECIFICATION.

2. FOR EXISTING MANHOLES TO BE ADJUSTED, REFERLIVE WORKS K.

3. DESIGN AND SERVICING OF LOTS BY NEW SEWER LINEEX1/4 - 6/5 HAS BEEN COMPLETED IN ACCORDANCEWITH BORNHORST & WARD HERCULES STREET SEWERSTRATEGY (28TH MAY 2014, APPROVED BY QUU 3RDJUNE 2014).

FH

TM

3.90

3.80

3.80

3.70

3.60

3.50

3.40

3.40

4.00

4.10

3.60

3.50

3.40

3.10

2.90

2.90

3.903.90

3.90

3.90

3.903.90

3.80

3.80

3.80

3.80

3.80

3.80 3.80

3.70

3.70

3.70

3.70

3.703.70

3.70 3.70

3.60

3.60

3.60

3.60

3.60

3.60

3.603.50

3.50

3.50

3.50

3.50

3.50

3.50

3.503.50

3.50

3.50

3.50

3.40

3.40

3.40

3.40

3.40

3.40

3.40

3.403.40 3.40

3.40

3.403.40

3.40

3.40

3.40

3.403.40

3.40

3.30

3.30

3.30

3.30

3.30 3.30

3.30

3.30

3.30

3.303.30

3.30

3.30

3.30

3.30

3.30

3.20

3.20

3.20

3.20

3.20

3.20

3.20

3.20

3.20

3.20

3.20

3.20

3.20 3.203.20

3.20

3.203.20

3.20

3.10

3.10

3.10

3.10

3.10

3.10

3.10

3.10

3.10

3.10

3.10

3.10 3.10

3.103.10

3.10

2.90

2.90

2.90

2.90

2.90

2.90

2.80

2.80

4.00

3.00

3.00

4.00

4.004.00

3.00

3.00

3.00

3.00

3.00

3.00

3.00

3.00

3.00

3.00

3.00

3.00

MACARTHUR AVENUE

MACARTHUR AVENUE

EX3/1

MH150528

EX2/1

EX1/4

MH150529MH150530

MH258317

EX11/4

MH150847

EX1/1 EX12/4

MH150531

EX13/4

FINN

EGAN STREET

WHARF CLO

SE

LIVE WORKS A

LIVE WORKS B

LIVE WORKS D

LIVE WORKS JGROUT FILLEXISTING STUBWITH 5MPA ANDCEMENT GROUT.

LIVE WORKS E

EXISTING SEWERPREVIOUSLYGROUT FILLED.REMOVE FROM SITE

REMOVE EXISTINGASPRO AND PROVIDE

NEW ASPRO WITHTYPE D LID AT FINISHED

SURFACE LEVEL.LIVE WORKS H

EXISTING RISING MAINPREVIOUSLY GROUTFILLED TO REMAIN

GROUT FILLEXISTING REDUNDANTSTUB WITH 5MPASAND CEMENT GROUT.CONTRACTOR TO CONFIRMREDUNDANCY PRIORTO COMPLETION.

LIVE WORKS F LIVE WORKS G

REFER CROSSINGDETAIL C DWG C0066.

REFER CROSSING DETAIL D DWG C0066.(STORMWATER LINE TO BECONSTRUCTED PRIOR TO SEWER).

REFER CROSSINGDETAIL E DWG C0066.

CONTRACTOR TO LOCATEEXISTING Ø225 CUR PIPE ANDPROPERTY CONNECTION FOR

LIVEWORKS. CONSTRUCT NEWMANHOLE OVER EXISTING LINE.

CONSTRUCT NEW TYPE FMH OVER EXISTING LINE.

SL: 3.720IL: -0.217

E: 7181.233N: 4760.351

CONSTRUCT NEW TYPE FMH OVER EXISTING LINE.

SL: 3.607IL: -0.058

E: 7113.196N: 4781.845

REFER CROSSINGDETAIL F

DWG C0066.

CONSTRUCT NEWMANHOLE OVER

EXISTING LINE.

PROJECT No.

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Oct

02,

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4 - 1

2:45

COPYRIGHT © - This documentis and shall remain the propertyof Bornhorst & Ward Pty. Ltd.The document may only beused for the purpose for whichit was commisioned and inaccordance with the terms ofengagement. Unauthorised useof this document in any formwhatsoever is prohibited.

1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

F

G

H

STATUS

1 2 3 4 5 6 7 8 9 10 11

APPCHKDESDWNAMENDMENT / ISSUEREV. DATE PROJECT SUBJECT

REVISIONDRAWING No.

APPROVED

RPEQ

ASSOCIATED CONSULTANTS

DATE DATE

CHECKED

A

B

C

D

E

F

G

H

A1 UNREDUCED

A3 REDUCED

UNREDUCED / REDUCEDSCALES

DIMENSIONS IN METRES EXCEPT WHERESHOWN OTHERWISE. CULVERT AND PIPESIZES IN MILLIMETRES

Level 4, 67 Astor Terrace, Spring Hill, QLD 4000

Facsimile

Brisbane AustraliaBornhorst & Ward Pty Ltd

mail@bornhorstward.com.au

A.C.N. 010 151 354www.bornhorstward.com.au

Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354

CIVIL AND STRUCTURAL

12191ECONOMICDEVELOPMENTQUEENSLAND (EDQ)

1/10/14 1/10

K.RENSCH

B

B 01.10.14 ISSUE FOR OPERATIONAL WORKS MS AY KR NRA 05.09.14 FOR INFORMATION

P3-S1-C0065

SEWER RETICULATIONLONGITUDINAL SECTIONS

3020100 50401 : 1000 / 1 : 2000

m

3.02.01.00 5.04.01 : 100 / 1 : 200

m

AS CONSTRUCTED DETAILS FOR AMEND.

SIGNED DATE:

START DATE

NAME of SIGNATORY

RPEQ No. or LICENCE

I CERTIFY THAT THE "AS CONSTRUCTED" DETAILS SHOWN ONTHIS PLAN ARE TRUE AND ACCURATE RECORD OF THE WORKS

FINISH DATECOMPANY NAME

QUEENSLAND URBAN UTILITIES DELEGATE

QUEENSLAND URBAN UTILITIES DRAWING No.

SHEET No. OF

AMEND.

DATE:

CLIENT

CONTACT:

CONTACT:

QUU AUDITOR:

ECONOMIC DEVELOPMENT QUEENSLAND

BORNHORST & WARD

AUDIT AND COMPLIANCE OFFICER

(VALID FOR 12 MONTHS FROM DATE SHOWN)

5 6

--

HORIZONTAL SCALE AVERTICAL SCALE B

SEWER RETICULATION LONGITUDINAL SECTION

RUNNING CHAINAGE

R.L. OF NAT.SURF.

DESIGN SURFACELEVEL

INVERT LEVEL OF SEWER

DEPTH TO INVERT

GRADEDIAMETERSTREET ETC

JUNCTION INVERT LEVEL

MANHOLE/END NAMEMANHOLE TYPELID TYPEJUNCTION LINEDROP TYPE

DEPTH TO HC

HOUSE CONNECTIONINVERT LEVELHC TYPEHC LOT No.

CH. FROM D/S MH

DATUM RL -10.000

315Ø PE 100 SDR 21

1 in 250

83.1420.00

0

EX1/4

4E

-211

95.7

56N

-143

90.1

72

CH52

.02

IL1.

679

450Ø

DRAI

N

CH78

.34

IL1.

344

525Ø

DRAI

N

1 in 250

19.69983.1

42

1/5

FD

AE

-209

57.6

51N

-144

64.4

64

300Ø MSCL

1 in 400

29.882

102.

841

2/5

FD

CE

-209

25.5

93N

-145

14.1

10CH

117.

21IL

0.08

418

00x7

50Ø

DRAI

N

IL2.

176

250Ø

WAT

ER

IL2.

105

100Ø

GAS

315Ø PE 100 SDR21

1 in 400

8.734

132.

723

3/5

FD

AE

-208

76.7

97N

-145

89.3

12CH

137.

48IL

0.02

3(2

x)15

00x9

00Ø

DRAI

N

1 in 400

70.977

141.

457

4/5

FD

CE

-208

51.6

01N

-145

96.5

03

CH17

6.54

IL0.

420

600Ø

DRAI

N

1 in 400

30.000

212.

433

5/5

7-9

0°F

DA

E -2

0646

.847

N -1

4654

.942

242.

433

6/5

8-9

0°F

DA

E -2

0560

.303

N -1

4679

.642

5

-11.000

1 in 400

10.896

3.24

53.

234

0.00

0-0

.910

-0.9

104.

144

4.14

4F

DA

E -2

0879

.250

N -1

4626

.347

300Ø DICL PN35

1 in 400

47.122

3.33

33.

186

10.8

96-0

.883

-0.8

534.

068

4.03

8

1/6

FD

AE

-208

89.6

76N

-145

95.3

68

CH49

.73

IL0.

002

1500

ØDR

AIN

CH41

.82

IL1.

569

450Ø

DRAI

N

IL1.

912

250Ø

WAT

ER

IL2.

091

100Ø

GAS

1 in 400

10.127

2.91

82.

980

58.0

17-0

.735

-0.7

053.

715

3.68

5

2/6

FD

AE

-208

68.2

53N

-144

55.6

36IL

2.06

825

0ØW

ATER

2.97

63.

090

68.1

44-0

.680

3.77

0

3/6

FD

CE

-208

55.9

38N

-144

27.8

63

6

-10.000

1 in 180

7.6000.00

0

5/5

5F

DA

E -2

0646

.847

N -1

4654

.942

IL1.

988

250Ø

WAT

ER

IL1.

861

100Ø

GAS

7.60

0

1/7

END

CAP

E -2

0640

.590

N -1

4633

.017

7

-10.000

1 in 180

7.6000.00

0

6/5

5F

DA

E -2

0560

.303

N -1

4679

.642

IL2.

014

250Ø

WAT

ER

IL1.

834

100Ø

GAS

7.60

0

1/8

E -2

0554

.046

N -1

4657

.718

8

-10.000

25.4010.00

0

6/5

5F

DA

E -2

0560

.303

N -1

4679

.642

CH13

.65

IL0.

496

1200

ØDR

AIN

25.4

01

1/9

E -2

0581

.217

N -1

4752

.919

9

-10.000

250Ø PE 100 SDR 21

1 in 200

25.6710.00

0F

DA

E -2

1615

.666

N -1

4258

.199

IL2.

646

250Ø

WAT

ER

1 in 200

7.96425.6

71

1/12

FD

AE

-215

60.8

93N

-142

04.0

63

1 in 200

12.66433.6

34

2/12

FD

AE

-215

53.6

96N

-141

81.2

82

46.2

98

3/12

FD

AE

-215

17.4

68N

-141

92.7

27

12

REFER CROSSINGDETAIL E DRG C0066

0.25

1

END

CAP

END

CAP

REFER CROSSINGDETAIL B DRG C0066

REFER CROSSINGDETAIL F DRG C0066

3.18

83.

208

0.03

70.

114

3.17

13.

094

2.96

53.

242

0.44

70.

477

2.79

52.

765

2.94

73.

128

0.55

51.

101

2.57

32.

027

3.42

23.

042

1.17

61.

206

1.86

61.

836

3.25

52.

933

1.22

81.

258

1.70

61.

676

3.08

72.

926

1.43

51.

465

1.49

11.

461

3.08

52.

992

1.54

01.

452

3.08

72.

926

1.43

51.

515

1.49

11.

411

3.07

73.

087

1.55

81.

529

3.08

52.

992

1.54

01.

620

1.45

21.

372

3.01

03.

012

1.66

31.

349

IL2.

616

250Ø

WAT

ER

1 in 180

3.08

52.

992

1.54

01.

922

1.45

21.

070

3.23

53.

088

2.06

51.

023

3.50

93.

923

-0.2

80-0

.144

4.20

34.

067

3.49

93.

652

-0.0

160.

014

3.66

73.

637

3.67

03.

670

0.05

40.

134

3.61

63.

536

3.66

53.

665

0.19

73.

468

REFER CROSSINGDETAIL D DWG C0066

WATER TO LOCALLYDEFLECT OVER SEWER

225Ø

EX S

EWER

PROJECT No.

0 10 20 4030 50 100 150

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2191

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3-S1

-C00

65.d

wg

- Plo

tted

by

STED

MAN

on

Oct

02,

201

4 - 1

2:45

COPYRIGHT © - This documentis and shall remain the propertyof Bornhorst & Ward Pty. Ltd.The document may only beused for the purpose for whichit was commisioned and inaccordance with the terms ofengagement. Unauthorised useof this document in any formwhatsoever is prohibited.

1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

F

G

H

STATUS

1 2 3 4 5 6 7 8 9 10 11

APPCHKDESDWNAMENDMENT / ISSUEREV. DATE PROJECT SUBJECT

REVISIONDRAWING No.

APPROVED

RPEQ

ASSOCIATED CONSULTANTS

DATE DATE

CHECKED

A

B

C

D

E

F

G

H

A1 UNREDUCED

A3 REDUCED

UNREDUCED / REDUCEDSCALES

DIMENSIONS IN METRES EXCEPT WHERESHOWN OTHERWISE. CULVERT AND PIPESIZES IN MILLIMETRES

Level 4, 67 Astor Terrace, Spring Hill, QLD 4000

Facsimile

Brisbane AustraliaBornhorst & Ward Pty Ltd

mail@bornhorstward.com.au

A.C.N. 010 151 354www.bornhorstward.com.au

Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354

CIVIL AND STRUCTURAL

12191ECONOMICDEVELOPMENTQUEENSLAND (EDQ)

1/10/14 1/10

K.RENSCH

B

B 01.10.14 ISSUE FOR OPERATIONAL WORKS MS AY KR NRA 05.09.14 FOR INFORMATION

P3-S1-C0066

SEWER RETICULATIONSERVICES CROSSINGDETAILS

10.05.02.50 7.51 : 250 / 1 : 500

12.5m

AS CONSTRUCTED DETAILS FOR AMEND.

SIGNED DATE:

START DATE

NAME of SIGNATORY

RPEQ No. or LICENCE

I CERTIFY THAT THE "AS CONSTRUCTED" DETAILS SHOWN ONTHIS PLAN ARE TRUE AND ACCURATE RECORD OF THE WORKS

FINISH DATECOMPANY NAME

QUEENSLAND URBAN UTILITIES DELEGATE

QUEENSLAND URBAN UTILITIES DRAWING No.

SHEET No. OF

AMEND.

DATE:

CLIENT

CONTACT:

CONTACT:

QUU AUDITOR:

ECONOMIC DEVELOPMENT QUEENSLAND

BORNHORST & WARD

AUDIT AND COMPLIANCE OFFICER

(VALID FOR 12 MONTHS FROM DATE SHOWN)

6 6

--

DETAIL A - HERCULES STREET CROSSINGSCALE A

DETAIL B - HERCULES STREET CROSSINGSCALE A

DETAIL D - REMORA INTERSECTIONSCALE A

DETAIL E - MACARTHUR AVENUESCALE A

DETAIL C - REMORA INTERSECTIONSCALE A

DETAIL F - MACARTHUR AVENUESCALE A

0.200

0.2000.200

12mm THICK COMPRESSIBLE MATERIAL(EXPANDAFOAM BY FOSROC OR

EQUIVALENT) TO BE TAPED TO PIPE PRIORTO CONCRETE ENCASEMENT.

CONCRETE ENCASEMENT DETAILNTS

N25 CONCRETE0.200

MSCL SEWER LINE

NOTE: PROVIDE RUBBER RING JOINTED PIPE SHORTS600 - 1000mm LONG IMMEDIATELY U/S AND D/S OFTHE CONCRETE ENCASEMENT

Ø825

SW0.

190

EXISTING Ø150 SGW

EXISTING SURFACE

FINISHED SURFACE

SUPPORT SW LINE OVER TRENCH.REFER MASS CONCRETEBRIDGING DETAIL DRG C0061.

TO FROM LOT 674SL 9942MH151244

EXISTING SURFACE

FINISHED SURFACE

TO FROM

Ø1200SW

0.21

9

0.10

0

0.90

0

1.500 1.500

0.90

0

EXISTING SURFACE

FINISHED SURFACE

Ø300 MSCL (324 O.D, 290 I.D)

0.500 0.500

CONCRETE ENCASE PIPELINEREFER DETAIL ASIDE

TO

0.10

0

0.75

0

1.800

EXISTING SURFACEFINISHED SURFACE

Ø300 MSCL (324 O.D, 290 I.D)

0.5000.500

CONCRETE ENCASE PIPELINEREFER DETAIL ASIDE

FROMTO

Ø1500

SW0.

572

EXISTING Ø250 PE SDR17 (250 O.D, 219 I.D)

EXISTING SURFACE FINISHED SURFACE

EXISTING Ø325 MS SLEEVE

FROMTO

SUPPORT SW LINE OVER TRENCH.REFER MASS CONCRETEBRIDGING DETAIL DRG C0061.

MH150847 MH268089

Ø1500SW

Ø300 DICL PN35

0.34

8

EXISTING SURFACEFINISHED SURFACE

SUPPORT SW LINE OVER TRENCH.REFER MASS CONCRETEBRIDGING DETAIL DRG C0061.

TO FROM

PROJECT No.

0 10 20 4030 50 100 150

CLIENT

J:\20

12\1

2191

\dw

gs\d

rg\P

3-S1

-C00

70.d

wg

- Plo

tted

by

STED

MAN

on

Oct

02,

201

4 - 1

2:44

COPYRIGHT © - This documentis and shall remain the propertyof Bornhorst & Ward Pty. Ltd.The document may only beused for the purpose for whichit was commisioned and inaccordance with the terms ofengagement. Unauthorised useof this document in any formwhatsoever is prohibited.

1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

F

G

H

STATUS

1 2 3 4 5 6 7 8 9 10 11

APPCHKDESDWNAMENDMENT / ISSUEREV. DATE PROJECT SUBJECT

REVISIONDRAWING No.

APPROVED

RPEQ

ASSOCIATED CONSULTANTS

DATE DATE

CHECKED

A

B

C

D

E

F

G

H

Level 4, 67 Astor Terrace, Spring Hill, QLD 4000

Facsimile

Brisbane AustraliaBornhorst & Ward Pty Ltd

mail@bornhorstward.com.au

A.C.N. 010 151 354www.bornhorstward.com.au

Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354

CIVIL AND STRUCTURAL

12191ECONOMICDEVELOPMENTQUEENSLAND (EDQ)

1/10/14 1/10

K.RENSCH

B

B 01.10.14 ISSUE FOR OPERATIONAL WORKS MS AY KR NRA 05.09.14 FOR INFORMATION

P3-S1-C0070

WATER RETICULATIONNOTES AND DETAILS SHEET1

AS CONSTRUCTED DETAILS FOR AMEND.

DATE:

START DATE

NAME of SIGNATORYRPEQ No. or LICENCE

I CERTIFY THAT THE "AS CONSTRUCTED" DETAILS SHOWN ONTHIS PLAN ARE TRUE AND ACCURATE RECORD OF THE WORKS

FINISH DATECOMPANY NAME

QUEENSLAND URBAN UTILITIES DELEGATE

QUEENSLAND URBAN UTILITIES DRAWING No.

SHEET No. OF

AMEND.

CONTACT:

CONTACT:

QUU AUDITOR:

URBAN LAND DEVELOPMENT AUTHORITY

BORNHORST & WARD

SIGNED

CLIENT

-

(VALID FOR 12 MONTHS FROM DATE SHOWN)

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REMORA ROAD ROADWORKS, HAMILTONWATER RETICULATION

ABBREVIATIONSAC - ASBESTOS CEMENTCICL - CAST IRON CEMENT LINEDCISL - CAST IRON SPUN LINEDCR - CONCRETE REINFORCEDCTS - CUT TO SUITCUR - CONCRETE UN-REINFORCEDDF - DOUBLE FLANGEDI - DUCTILE IRONDICL - DUCTILE IRON CEMENT LINEDDS - DOUBLE SOCKETSGW - SALT GLAZED WAREEW - EARTHENWAREFH - FIRE HYDRANTF&S - FLANGE & SOCKETF&SP - FLANGE & SPIGOTmPVC - MODIFIED POLYVINYL CHLORIDEMSBW - MILD STEEL BUTT WELDMSCL - MILD STEEL CEMENT LINEDNDW - NON DRINKING WATERPE - POLYETHYLENEP&F - PLAIN & FLANGEDRTS - ROTATE TO SUITSC - STOP COCK/WATER METERS&P - SOCKET & PLAINS&SP - SOCKET & SPIGOTuPVC - UNPLASTICISED POLYVINYLCHLORIDE

SITE SPECIFIC NOTES:S1. HANDLING OF ASBESTOS CEMENT PIPES SHALL BE CARRIED OUT IN

ACCORDANCE WITH THE BCC ASBESTOS PROCEDURE - WH&S 703. ANDQUU SWMS 10.

S2. WHERE A METALLIC WATER MAIN IS TO BE REPLACED WITH A PLASTICMAIN, A LICENSED ELECTRICIAN SHALL MAKE AN ASSESSMENT OFPOTENTIALLY AFFECTED PROPERTY EARTHING SYSTEMS. WORK SHALLNOT COMMENCE UNTIL THE ELECTRICIAN DECLARES IN WRITING THAT ITIS SAFE TO PROCEED.

S3. OTHER AUTHORITIES' UNDERGROUND SERVICES ARE SHOWNAPPROXIMATELY AS TAKEN OFF DIAL BEFORE YOU DIG INFORMATION.EXTREME CAUTION MUST BE EXERCISED WHEN WORKING IN THEVICINITY OF AND AROUND THESE SERVICES. DUE TO THE TIME FRAMEBETWEEN DESIGN AND CONSTRUCTION IT IS NECESSARY THAT THECONTRACTOR CONFIRM THE LOCATION OF OTHER AUTHORITIES'UNDERGROUND SERVICES BY CONTACTING DIAL BEFORE YOU DIG (PH.1100) AND WHERE NECESSARY BY CONTACTING THE RELEVANTAUTHORITY DIRECTLY FOR A MORE ACCURATE LOCATION.

S4. HIGH PRESSURE GAS MAINS EXIST IN THIS AREA. PLEASE CONTACTORIGIN ENERGY ASSET MANAGEMENT ON PH. 3323 7619 AT LEAST TWO(2) WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION.

S5. OPTIC FIBRE CABLE NETWORK EXISTS IN THIS AREA. PLEASE CALL 1800114 918 AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCINGCONSTRUCTION.

S6. ELECTRICITY CABLES (LOW AND/OR HIGH VOLTAGE) EXIST IN THIS AREA.PLEASE CALL ENERGEX NETWORK INFORMATION SECTION AT LEAST TWO(2) WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION.

QLD URBAN UTILITIESQ1. QLD URBAN UTILITIES CONTROL ROOM MUST BE NOTIFIED AFTER

CLEARANCE OF NEW MAIN (PH. 3856 7179) WHEN WORKS AFFECT THEEXTENT OF WATER SUPPLY ZONES.

Q2. A "PERMIT TO WORK" MUST BE OBTAINED FROM THE RELEVANT QUUCONTROL ROOM PRIOR TO COMMENCEMENT OF WORK ON SITE. AMINIMUM PERIOD OF TEN WORKING DAYS IS REQUIRED FOR THE ISSUINGOF A PERMIT.

CONTROL ROOM EAST (BRISBANE LG AREA) EMAIL: PTW@URBANUTILITIES.COM.AUQ3. A PERMIT OF WORK IS REQUIRED FOR CONNECTIONS TO LIVE QUU MAINS.

AT LEAST 10 WORKING DAYS PRIOR TO SUBMISSION OF PTW APPLICATIONCONTRACTOR SHALL APPLY TO QUU FOR PREPARATION OF A VALVE SHUTPLAN. THE APPROVED VALVE SHUT PLAN SHALL BE ATTACHED TO THE PTWAPPLICATION. REFER TO QUU PERMIT TO WORK FACT SHEET FOR DETAILS.CONTACT THE RELEVANT QUU ACCESS TO ASSETS TEAM. A MINIMUM OFTEN WORKING DAYS IS REQUIRED TO IMPLEMENT A VALVE SHUT PLANREQUEST.USE FORM FOR291PH: 3856 7027EMAIL: QUU-NetworkOpReq@urbanutilities.com.au

NOTES:GENERAL

G1 WORKS MUST BE EXECUTED IN ACCORDANCE WITH SEQ WATER SUPPLY CODEINCORPORATING WATER SUPPLY CODE OF AUSTRALIA WSA 03 - 2011 V 3.1 ANDUMD REFERENCE SPECIFICATION S140 EARTHWORKS.

G2 ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE QUEENSLANDWORKPLACE HEALTH AND SAFETY ACT. CONTACT THE DIVISION OF WORKPLACEHEALTH AND SAFETY FOR INFORMATION. PHONE: 1300 369 915.

G3 CONNECTION OF THE WORKS TO THE LIVE SYSTEM SHALL BE CARRIED OUT BYQUU. FOR A QUOTE AND TO ARRANGE A CONNECTION PHONE 13 26 57.

G4 CONTRACTOR TO TAKE APPROPRIATE ACTION TO PROTECT AND MAINTAINQUU'S AND OTHER AUTHORITIES' EXISTING SERVICES.

G5 IN THE EVENT OF A BREAKAGE OR ANY OTHER EMERGENCY RELATING TO A QUUASSET PHONE 13 23 64 IMMEDIATELY

G6 AUDIT AND FINAL INSPECTIONS OF WORK CONSTRUCTED BY CONTRACTORSMUST BE ARRANGED TWO WEEKS BEFOREHAND WITH THE QUU AUDIT ANDCOMPLIANCE OFFICER (CONTACT DETAILS BELOW).

G7 ONLY QUU PERSONNEL MUST OPERATE THE EXISTING WATER NETWORKG8 SERVICES WHERE SHOWN ARE APPROXIMATE ONLY. EXACT LOCATION AND

DEPTH TO SERVICES ARE TO BE CONFIRMED WITH RELEVANT AUTHORITIES ANDON SITE BY THE CONTRACTOR PRIOR TO COMMENCING WORKS.

G9 RESTORE ALL SURFACES TO MATCH PRE-EXISTING SURFACES UNLESS NOTEDOTHERWISE.

G10 REMOVE AND REINSTATE OBJECTS ALONG LINE OF CONSTRUCTION SUCH ASSIGNS, FENCES, ETC.

G11 ALL NEW RETICULATION WORKS REQUIRE BACTERIAL AND PRESSURE TESTINGPRIOR TO ACCEPTANCE.

G12 HANDLING OF ASBESTOS CEMENT PIPES SHALL BE CARRIED OUT IN ACCORDANCEWITH THE QUU ASBESTOS PROCEDURE - WH&S 703 AND QUU SWMS 10.

G13 OTHER AUTHORITIES' UNDERGROUND SERVICES ARE SHOWN APPROXIMATELYAS TAKEN OFF DIAL BEFORE YOU DIG INFORMATION. EXTREME CAUTION MUSTBE EXERCISED WHEN WORKING IN THE VICINITY OF AND AROUND THESESERVICES. DUE TO THE TIME FRAME BETWEEN DESIGN AND CONSTRUCTION IT ISNECESSARY THAT THE CONTRACTOR CONFIRM THE LOCATION OF OTHERAUTHORITIES' UNDERGROUND SERVICES

G14 IF ANY ADDITIONAL INFORMATION IS REQUIRED PLEASE CONTACT THEQUEENSLAND URBAN UTILITIES AUDIT AND COMPLIANCE OFFICER

ENVIRONMENTAL MANAGEMENT

E1 CONTACT LOCAL ASSET SERVICES PH. 3403 9169 ONE WEEK PRIOR TOCONSTRUCTION FOR REMOVAL OR REPLACEMENT OF EXISTING TREES.

E2 ALL TREES AND SHRUBS THAT ARE TO BE RETAINED MUST BE PROTECTED FROMDAMAGE AS DETERMINED BY BRISBANE CITY COUNCIL.

E3 PIPELINES ADJACENT TO SIGNIFICANT TREES MUST BE INSTALLED BY BORING ORDIRECTIONAL DRILLING UNLESS OTHERWISE AGREED BY THE CONTRACTMANAGER.

E4 FOR TRENCH INSTALLATIONS TREE ROOTS MUST BE EXPOSED BY HANDEXCAVATION. TREE ROOTS MUST BE CUT CLEANLY AND A BITUMINOUSFUNGICIDAL SEALANT APPLIED TO THE CUT SURFACE.

E5 BACKFILL AROUND TREE ROOTS USING A MIXTURE OF THREE PARTS TOPSOIL TO ONE PART COMPOST, LIGHTLY COMPACTED.E6 EXCAVATION UNDER TREE CANOPIES TO BE BACKFILLED AS SOON AS POSSIBLE.E7 TOPSOIL AND SUBSOIL MUST BE STOCKPILED SEPARATELY.E8 PLACE APPROPRIATE SEDIMENT CONTROLS AROUND STOCKPILES.E9 NO SOIL MUST BE STOCKPILED WITHIN 5m OF ANY CREEK OR WATER COURSE.E10 IF YOU SUSPECT FIRE ANTS ON SITE CALL D.P.I. ON 13 25 23.E11 NO TREE SHALL BE LOPPED OR MOVED WITHOUT WRITTEN PERMISSION OF

BRISBANE CITY COUNCIL.

PIPELINESP1 THE MINIMUM CLEARANCE TO EXISTING SERVICES TO BE AS PER WSA/QUU

STANDARDS UNLESS OTHERWISE SHOWN.P2 CONTRACTOR TO OBTAIN PRIOR APPROVAL OF THE SUPERINTENDENT FOR

ANY MINOR DEVIATIONS REQUIRED TO AVOID EXISTING SERVICES.P3 PRESSURE& BACTERIAL TESTING TO BE CARRIED OUT AS PER WSA/QUU

STANDARDS.P4 NON METALLIC PIPES SHALL HAVE DETECTABLE MARKER TAPE INSTALLED.

REFER TO QUU STANDARDS. THE COLOURS OF MARKER TAPE MUST BE:WATER - GREEN

P5 PIPELINES SHALL NOT BE CONSTRUCTED IN UNCONTROLLED FILL.CERTIFICATES SHALL BE LODGED WITH THE CONTRACT MANAGERCERTIFYING THE FILL IS CONTROLLED FILL COMPACTED TO 95% R.D. TOA.S.1289.5.2.1.

P6 ALL OPEN ENDS OF DISUSED WATER MAINS MUST BE EFFECTIVELY PLUGGEDBY QUU. FOR A QUOTE AND TO ARRANGE WORK PHONE 13 26 57.

P7 DISUSED MAINS SHALL COMPLY WITH REQUIREMENTS SET OUT INWSA/QUU STANDARDS.

P8 THE CONSTRUCTION OF THE MAIN WORK SHOWN ON THESE DRAWINGSSHALL BE SUPERVISED BY AN ENGINEER WHO HAS RPEQ REGISTRATION.WATER WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BEPERMITTED TO CONNECT INTO THE QUU WATER SYSTEM.

P9 PRIME, CAULK AND WRAP ALL BURIED FLANGES AND BOLTS WITH DENSOPETROLATUM PRODUCTS OR EQUIVALENT AS PER THE MANUFACTURER'SRECOMMENDATIONS.

P10 TUNNEL BORE OR DIRECTIONAL DRILL UNDER EXISTING STAMPED ORREINFORCED CONCRETE DRIVEWAYS WHERE THE EXISTING SURFACECANNOT BE MATCHED, AND UNDER SIGNIFICANT TREES AS ADVISED BY BCCVEGETATION AND PEST SERVICES SECTION PH 3403 3782.

P11 WATER SERVICES: (A) MUST BE BYPASSED WHERE NECESSARY. (B) MUST BE RECONNECTED TO NEW MAIN UPON CLEARANCE BY QUU. (C) ALL DN15mm SERVICES MUST BE RE-LAID IN DN20mm COPPER. (D) ALL GALVANISED IRON OR LEAD SERVICES MUST BE RE-LAID IN COPPER

OF EQUIVALENT DIAMETER. (E) MUST BE INDICATED ON 'AS CONSTRUCTED' DRAWINGS.

(F) ALL IRRIGATION SERVICES MUST BE CONSTRUCTED TO A.S.3500 PART 1SECTION 4 AND NOTIFICATION OF SUCH SERVICE MUST BE MADE TO THEPRINCIPLE OFFICE PLUMBING SERVICES PH: 3403 0744.

P12 ALL VALVES, FIRE HYDRANTS AND SURFACE FITTINGS ON ABANDONEDPIPELINE MUST BE REMOVED UNLESS NOTED OTHERWISE.

P13 ALL FLANGES MUST BE IN ACCORDANCE WITH A.S. 4087 UNLESS NOTEDOTHERWISE.

P14 WHERE A METALLIC WATER MAIN IS TO BE REPLACED WITH A PLASTICMAIN, A LICENSED ELECTRICIAN SHALL MAKE AN ASSESSMENT OFPOTENTIALLY AFFECTED PROPERTY EARTHING SYSTEMS. WORK SHALL NOTCOMMENCE UNTIL THE ELECTRICIAN DECLARES IN WRITING THAT IT IS SAFETO PROCEED.

P15 PIPE EMBEDMENT MATERIAL SHALL BE:- 5 TO 7mm SINGLE SIZED MATERIAL TO WSA PS-351 OR- 13.2mm SINGLE SIZED RECYCLED AGGREGATE MATERIAL TO WSA PS-366.

P16 COVER ON MAINS FROM PERMANENT LEVEL TO BE AS FOLLOWS: 63, 100 & 150 DIAMETER PIPE - 600mm VERGE, 1000mm BENEATH ROADS 200, 250 & 300 DIAMETER PIPE - 1000mmP17 HYDRANTS TO BE DN100 ON PE MAINS, HYDRANT RISERS TO BE 125 OD.

DUCTILE IRON CEMENT LINED PIPES (DICL)D1 ALL DICL PIPES AND FITTINGS TO BE COVERED WITH POLYETHYLENE

SLEEVING AS PER THE MANUFACTURER'S RECOMMENDATIONS.D2 DICL PIPES AND NON-FLANGED FITTINGS SHALL BE CLASS PN35 AND

COMPLY WITH A.S. 2280D3 FLANGE FITTINGS SHALL BE PN16 AND COMPLY WITH AS2280

THRUST BLOCKST1 PROVIDE ANCHOR/THRUST BLOCKS FOR 1200kPa COMPLYING WITH

STANDARD DRAWINGS SEQ-WAT-1205 AND SEQ-WAT-1207 AND TOPRESSURE 1200kPa.

T2 THE BEARING FACE OF THE THRUST RESTRAINT MUST BE CAST AGAINSTUNDISTURBED GROUND

T3 CONCRETE MUST NOT SPILL OVER SOCKET JOINTST4 VERTICAL THRUST BLOCKS MUST BE EMBEDDED AT A MINIMUM OF 250mm

INTO UNDISTURBED GROUNDT5 CONCRETE MUST BE CURED 48 HOURS (MIN) PRIOR TO CHARGING MAINT6 UNREINFORCED CONCRETE SHALL BE A MINIMUM OF N20. REINFORCED

CONCRETE SHALL BE A MINIMUM OF N25.T7 THRUST BLOCK TABLE TO BE PROVIDED FOR MAINS EQUAL TO & GREATER

THAN 200MM DIAMETER. CHAINAGE, HORIZONTAL & VERTICAL SIZES &FORCES TO BE PROVIDED AS PER GEOTECHNICAL INFORMATION.

T8 THE CONTRACTOR SHALL CONFIRM BEARING CAPACITY PRIOR TOCONSTRUCTION OF THRUST BLOCK. SHOULD DIFFERENT GROUNDCONDITIONS BE ENCOUNTERED TO THOSE SHOWN IN THE TABLE ONDRAWING C071, RE-DESIGN OF THRUST BLOCKS MAY BE REQUIRED.

POLYETHYLENE PIPES (PE)PE1 PE IS THE PREFERRED MATERIAL OF CHOICE OF QUU AND SHOULD BE USED USED UNLESS

OTHERWISE STATED. ALL PE PIPES AND FITTINGS SHALL BE MATERIAL GRADE PE100PE2 PRESSURISED MAINS TO BE A MINIMUM CLASS PN16. WHERE PIPE CLASSIFICATION IS NOT

SPECIFIED CONSULT WITH DESIGN CONSULTANT AND QUU.PE3 PE PIPE COLOUR SHALL BE: DRINKING WATER: EXTERNAL: BLUE - (SOLID OR STRIPED IS ACCEPTABLE)PE4 ALL PE PIPES TO BE BUTT WELDED/ELECTRO FUSION FUSED UNLESS NOTED OTHERWISE.PE5 PRECHLORINATED PIPES AND FITTINGS MUST BE USED WHERE INDICATED.PE6 BACTERIAL TESTING TO BE CARRIED OUT AS PER WSA/QUU STANDARDS.PE7 PE PIPES WITH CRACKS, SCORES OR SCRATCHES DEEPER THAN 10% OF THE WALL THICKNESS

SHALL BE REJECTED.PE8 ALL DESIGN AND CONSTRUCTION WORK SHALL CONFORM

WITH SEQ CODE.PE9 PRESSURE TESTING FOR PE PIPELINES SHALL COMPLY

WITH REQUIREMENTS OF WSA 01-2004. TEST PRESSURE 1200 KPA.PE10 THE ENDS OF PE MAINS SHALL BE RESTRAINED WITH

CONCRETE THRUST RESTRAINTS TO PROTECT AGAINSTPOISSON EFFECT FORCES, AS PER SEQ CODE REQUIREMENTS.

AUDIT & COMPLIANCE OFFICER

DATE:

WATER RETICULATION DRAWING INDEXDRAWING No. DESCRIPTION

C070 WATER RETICULATION NOTES & DETAILS SHEET 1C071 WATER RETICULATION NOTES & DETAILS SHEET 2C072 WATER RETICULATION LAYOUT SHEET 1

QUU DWG No.

C073 WATER RETICULATION LAYOUT SHEET 2

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SURVEY CONTROL:

RL: 4.114 AHD(LOCATED: MACARTHUR AVENUE)

PSM: 77618

C075 QUU WATER LIVE CONNECTIONS DETAILS SHEET 1C076 QUU WATER LIVE CONNECTIONS DETAILS SHEET 2

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WATERWATER SUPPLY

SEQ-WAT-1102-1 TYPICAL RETICULATION MAIN ARRANGEMENTS

SEQ-WAT-1105-1 TYPICAL PE WATER MAIN DETAILS

SEQ-WAT-1105-2 TYPICAL CONNECTION TO EXISTING MAINS

SEQ-WAT-1200-1 TYPICAL SOIL CLASSIFICATION GUIDELINES AND ALLOWABLE BEARINF=GPRESSURES FOR ANCHORS & THRUST BLOCKS

SEQ-WAT-1200-2 EMBEDMENT & TRENCHFILL TYPICAL ARRANGEMENT

SEQ-WAT-1201-1 STANDARD EMBEDMENT TYPICAL FLEXIBLE & RIGID PIPES

SEQ-WAT-1202-1 TYPICAL SPECIAL EMBEDMENT INADEQUATE FOUNDATIONS REQUIRINGOVER EXCAVATION & REPLACEMENT

SEQ-WAT-1203-1 TYPICAL SPECIAL EMBEDMENT CONCRETE & STABILISED EMBEDMENTAND FLEXIBLE JOINT DETAILS

SEQ-WAT-1204-1 TYPICAL TRENCH AND BEDDING DETAILS WITHIN EXISTING ROADS TYPE KTO N

SEQ-WAT-1205-1 TYPICAL THRUST BLOCK DETAILS MASS CONCRETE

SEQ-WAT-1206-1 TYPICAL THRUST AND ANCHOR BLOCKS FOR VALVES

SEQ-WAT-1207-1 TYPICAL THRUST AND ANCHOR BLOCKS FOR VERTICAL BENDS

SEQ-WAT-1208-1 TYPICAL RESTRAINED JOINT SYSTEM DN 100 TO DN 375 DI MAINS

SEQ-WAT-1300-1 TYPICAL VALVE AND HYDRANT IDENTIFICATION MARKERS

SEQ-WAT-1301-1 TYPICAL VALVE AND HYDRANT INSTALLATION VALVE ARRANGEMENT

SEQ-WAT-1302-1 TYPICAL HYDRANT INSTALLATION

SEQ-WAT-1303-2 TYPICAL VALVE AND HYDRANT INSTALLATION FUTURE EXTENSIONINSTALLATION

SEQ-WAT-1305-1 TYPICAL SURFACE FITTING INSTALLATION VALVE AND HYDRANT SURFACEBOXES TRAFFICABLE AND NON-TRAFFICABLE

SEQ-WAT-1306-1 TYPICAL SURFACE FITTING INSTALLATION VALVE AND HYDRANT SURFACEBOXES SUPPORT AND SURROUND DETAILS

SEQ-WAT-1307-2 PE WATER MAINS TYPICAL DETAILS SCOURS

SEQ-WAT-1409-1 HYDRANT INSTALLATION FITTINGS TYPICAL PE ASSEMBLIESNOMENCLATURE

SEQ-WAT-1410-1 TYPICAL CHLORINATION TEST POINT DETAILS

C077 QUU WATER LIVE CONNECTIONS DETAILS SHEET 3-

R.P. DESCRIPTIONLOT 407 SP 187479

PARISH OF TOOMBUL

C078 WATER CROSSING DETAILS-

ITEM No. DESCRIPTION HYDRANTS

1 Ø250 x Ø125 PE E-F HYDRANT TEE WITH:Ø125 E-F COUPLING, Ø125 FLANGED PE RISERWITH S/S BACKING RING AND Ø100 HYDRANTASSEMBLY

VALVES10 Ø250 PE VALVE WITH PE TAILS11 Ø150 DI F&F VALVE12 Ø200 DI F&F VALVE13 Ø300 DI F&F VALVE14 Ø150 DI SP&SP VALVE

TEES20 Ø250 x Ø250 PE E-F TEE21 Ø200 x Ø150 DI S&S&S TEE22 Ø200 x Ø150 DI F&F&F TEE23 Ø200 x Ø200 DI F&F&F TEE24 Ø300 x Ø200 DI F&F&F TEE25 Ø250 x Ø180 PE E-F TEE

BENDS30 Ø250 PE 90° E-F BEND31 Ø250 PE 30° E-F BEND32 Ø200 DI 11.25° S&S BEND33 Ø200 DI 22.5° S&S BEND34 Ø200 DI 90° F&F BEND35 Ø300 DI 90° F&F BEND36 Ø250 PE 45° E-F BEND

SCOURS40 Ø250 x Ø90 E-F SCOUR TEE WITH Ø90 PE SCOUR

TO GULLY PIT

REDUCERS50 Ø200 x Ø150 DI F&F REDUCER51 Ø300 x Ø200 DI F&F REDUCER52 Ø250 x Ø200 DI F&F REDUCER

MISCELLANEOUS60 Ø250 PE E-F FITTING61 Ø250 PE PIPE WITH FULL FACE FLANGE AND S/S

BACKING RING62 Ø250 PE E-F END CAP63 Ø150 DI F&SP CONNECTOR64 Ø200 DI F&SP CONNECTOR65 Ø200 DI F&F PIPE 1000 LONG WITH PUDDLE

FLANGE & CONCRETE THRUST BLOCK (57.1KN)REFER SEQ STD DRG SEQ-WAT-1208-1

66 Ø150 GIBAULT JOINT67 Ø300 GIBAULT JOINT68 Ø180 PE PIPE WITH FULL FACE FLANGE AND S/S

BACKING RING

PROJECT No.

0 10 20 4030 50 100 150

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COPYRIGHT © - This documentis and shall remain the propertyof Bornhorst & Ward Pty. Ltd.The document may only beused for the purpose for whichit was commisioned and inaccordance with the terms ofengagement. Unauthorised useof this document in any formwhatsoever is prohibited.

1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

F

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STATUS

1 2 3 4 5 6 7 8 9 10 11

APPCHKDESDWNAMENDMENT / ISSUEREV. DATE PROJECT SUBJECT

REVISIONDRAWING No.

APPROVED

RPEQ

ASSOCIATED CONSULTANTS

DATE DATE

CHECKED

A

B

C

D

E

F

G

H

Level 4, 67 Astor Terrace, Spring Hill, QLD 4000

Facsimile

Brisbane AustraliaBornhorst & Ward Pty Ltd

mail@bornhorstward.com.au

A.C.N. 010 151 354www.bornhorstward.com.au

Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354

CIVIL AND STRUCTURAL

12191ECONOMICDEVELOPMENTQUEENSLAND (EDQ)

1/10/14 1/10

K.RENSCH

B

B 01.10.14 ISSUE FOR OPERATIONAL WORKS MS AY KR NRA 05.09.14 FOR INFORMATION

P3-S1-C0071

WATER RETICULATIONNOTES AND DETAILS SHEET2

LOCALITY PLANUBD MAP REF: PG141, GRID C16

SITE ADDRESS: NORTHSHORE, HAMILTONN.T.S.

AS CONSTRUCTED DETAILS FOR AMEND.

DATE:

START DATE

NAME of SIGNATORYRPEQ No. or LICENCE

I CERTIFY THAT THE "AS CONSTRUCTED" DETAILS SHOWN ONTHIS PLAN ARE TRUE AND ACCURATE RECORD OF THE WORKS

FINISH DATECOMPANY NAME

QUEENSLAND URBAN UTILITIES DELEGATE

QUEENSLAND URBAN UTILITIES DRAWING No.

SHEET No. OF

AMEND.

CONTACT:

CONTACT:

QUU AUDITOR:

URBAN LAND DEVELOPMENT AUTHORITY

BORNHORST & WARD

SIGNED

CLIENT

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(VALID FOR 12 MONTHS FROM DATE SHOWN)

2 8

PRIOR TO COMMENCEMENT OF WORK,CONTRACTOR TO PREPARE FOR A TRAFFIC PLANAND SEEK APPROVAL FROM PLANNING ANDTRAFFIC BRANCH. TELEPHONE 3403 4150 FORDETAILS. TO OBTAIN TRAFFIC PERMITS, IT MAY BENECESSARY TO COMPLETE CONSTRUCTION WORKDURING WEEKENDS AND/OR LATE AT NIGHT ONLY.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOOBTAIN THE RELEVANT TRAFFIC PERMITS PRIOR TOTHE COMMENCEMENT OF WORKS.

xxCAUTIONxxAPPROX. LOCATION OF PUBLIC UTILITIES ONLY.

EXACT LOCATION AND DEPTH TO BE DETERMINEDON SITE BY RELEVANT AUTHORITY PERSONNEL PRIOR

TO COMMENCING WORK.

TELSTRA:- PH: 1800 114 918ENERGEX:- PH: 07 3407 6381BCC:- PH: 3403 8888GAS INSPECTOR:- PH: 07 3467 9514

HIGH RISK ACTIVITYASBESTOS CEMENT PRODUCTS

THIS PROJECT MAY REQUIRE THE HANDLING, REMOVALAND DISPOSAL OF ASBESTOS CEMENT PRODUCTS.

ANY ACTIVITY ASSOCIATED WITH ASBESTOS CEMENTPRODUCTS SHALL BE IN ACCORDANCE WITH RELEVANTAUTHORITY GUIDLINES AND SAFETY REQUIREMENTS.

LEVEL DATUM

SURVEYOR

CONSULTANT :CONTACT :TELEPHONE :

.........................................(07) 3013 4699

BORNHORST + WARD PTY LTD

LAND PARTNERS LIMITEDBRISBANE

13 RAILWAY TERRACEMILTON, 4064

PH (07) 3842 1000FAX 3842 1001

ALL WATER AND SEWER WORK UNDERTAKEN BY THECONTRACTOR IS TO COMPLY WITH THE REQUIREMENTS OF THEQUEENSLAND WORKPLACE HEALTH AND SAFETY ACT 1995.CONTACT THE DIVISION OF WORKPLACE HEALTH AND SAFETYFOR INFORMATION. PHONE 1300 369915

KRIS RENSCHGIS COMMENTS

OFFICER CODE

DATE -

-

PLAN CUSTODIAN

DATE RELEASED

OFFICER/REC'D

LIVE CONNECTION(S)/PASSED(W)

DATE

JOB NUMBER

REFERENCE

GIS CAPTURE-

-

-

-

-

PRIVATE BOOSTER REQUIRED? YES/NO

FUNDED BY BCC ( ) DEVELOPER ( )

FED GOV'T ( ) STATE ( ) OTHER ( )

DATE RELEASED

DRS OFFICER

-

-

UTILITY DELEGATE COMMENTS

FUNDING

ON MAINTENANCE DETAILSDATE

START -

BYOFFICER

FINISH

-

-

-

-

AS BUILT RECEIVED

SERVICE DETAILSSIZENO. LOT NUMBERS

- --

CONST

CONST

ASSET REGISTER - WATER RETICULATION

NUMBERMETERS DIAMETER

-

DIAMETER

-

SERVICES

-

DESIGNMATERIAL

Ø150

DIAMETERMAINSDESIGN

MATERIAL

BCC DELEGATES APP. DATE.

JOB REF. No.CLIENT

COUNCIL FILE

ESTATE/STAGESITE ADDRESS

CONSTDESIGNLENGTH

CONSTLENGTH

DESIGN

DICL 25.400

-

-

STAGE 1 (REMORA ROADWORKS)MACARTHUR AVENUE, HAMILTON

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NOTE:ALL HYDRANTS AND VALVES TO INCLUDEFITTINGS AND BOX TO SURFACE ANDMARKERS IN ACCORDANCE WITH SEQSTD DRGS.

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AUDIT & COMPLIANCE OFFICER

DATE:

RL: 4.114 AHD(LOCATED: MACARTHUR AVENUE)PSM: 77618

FOOTPATH (TYPICAL)ROADWAY (TYPICAL)

COHESIONLESS MATERIAL 5 mm OR7 mm SINGLE SIZED AGGREGATE TOGRADING LIMITS OF A.S. 2566.2 TABLEG2 COMPACTED TO 70% DENSITYINDEX. TO AS1289.5.6.1.

SELECTED EXCAVATION

MATERIAL TO BCC SPECIFICATIONAND COMPACTED TO 95% R.D. TO

AS1289.5.1.1.

EXISTING PAVEMENT TO BE SAW CUT(MIN 100 DEEP) PRIOR TO EXCAVATION

ASPHALT SURFACING TO BCC ROADWORKSSPECIFICATION TO MATCH EXISTINGTHICKNESS (REFER TO T2) TURF ON 50 MIN TOP SOIL TO MATCH

EXISTING (REFER TO T2).

MARKER TAPE (DETECTABLE MARKERTAPE FOR NON METALLIC PIPES)BIDIM A64 GEOTEXTILE OR EQUIVALENTWHERE REQUIRED IN POOR GROUNDCONDITIONS. TO BE DETERMINED BYDESIGN ENGINEER.

TYPICAL TRENCH DETAIL

150

(MIN

)

150(MIN)

150(MIN)

150(MIN)

TRENCH NOTES:T1. MINIMUM COVER ON MAINS FROM PERMANENT LEVEL

SHALL BE THE GREATER OF SEQ WS&S D&C CODE DWG. NO.SEQ-WAT-1200-2 OR BRISBANE CITY COUNCIL STANDARDDRAWINGS UMS 281 & UMS 282.

T2. ROAD CROSSING, VERGES AND PATHS TRENCH RESTORATIONSHALL BE IN ACCORDANCE WITH BCC STANDARD DRAWINGSUMS 281 & UMS 282.

T3. PROVIDE 50 THICK LAYER OF BEDDING SAND IF FLOWABLEFILL CONCRETE OR OTHER LOW PERMEABLE FILL IS USED ASEMBEDMENT.

T4. 150 MINIMUM OVERLAY FOR NON TRAFFICABLE AND 300MINIMUM FOR TRAFFICABLE.

REFE

R TO

SEQ

WS&

S D&

C CO

DEDW

G. N

O. S

EQ-S

EW-1

200-

2

MIN

IMU

M P

IPE

COVE

RRE

FER

TO T

1 &

T2

LEAN

MIX

CONCRETE

LAYER300

MIN

50

LEAN MIX CONCRETE, FLOWABLEFILL OR STABILISED SAND.

EXISTING ROADSURFACE

50 THICK LAYER OF BEDDINGSAND (REFER TO T3)

50 THICK LAYER OF BEDDINGSAND

300 MIN

300 MIN

150

- 300

REFE

RTO

T4

Ø250 PE 660.250

HERCULES STREET, HAMILTON

PROPOSEDEXISTING

LEGEND

TREE

FENCE

PROPERTY BOUNDARY

STORMWATER DRAINAGE

WATER

TELSTRA

SEWER

UNDER GROUND POWER

OVER HEAD POWER

EDGE OF BITUMEN

KERB AND CHANNEL

KERB ONLY

KERB INVERT

EXTENT OF BUILDING

EASEMENT

GAS

PROPOSEDEXISTING

FITTINGS

REDUCER

END CAP

FIRE HYDRANT

SEWER (COMPILED)

WATER (COMPILED)

GAS (COMPILED)

TELSTRA (COMPILED)UNDER GROUNDPOWER (COMPILED)

VALVE

SCOUR VALVE

FITTINGS SCHEDULE

Ø300 DICL 3.950

Ø200 DICL 23.100

ABANDONED SERVICES

WMTWMT

WMT

WMT

FH

FH

FH

FH

FHFH

FH

FHFH

WMTFH

FH

FH

WMTWMT

MACARTHUR

AV

CURTIN

REM

ORA

RD

AVSMITH

KINGSFORD

DR

ST

HERCULES

PROJECT No.

0 10 20 4030 50 100 150

CLIENT

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COPYRIGHT © - This documentis and shall remain the propertyof Bornhorst & Ward Pty. Ltd.The document may only beused for the purpose for whichit was commisioned and inaccordance with the terms ofengagement. Unauthorised useof this document in any formwhatsoever is prohibited.

1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

F

G

H

STATUS

PROJECT NORTH

1 2 3 4 5 6 7 8 9 10 11

APPCHKDESDWNAMENDMENT / ISSUEREV. DATE PROJECT SUBJECT

REVISIONDRAWING No.

APPROVED

RPEQ

ASSOCIATED CONSULTANTS

DATE DATE

CHECKED

A

B

C

D

E

F

G

H

A1 UNREDUCED

A3 REDUCED

UNREDUCED / REDUCEDSCALES

DIMENSIONS IN METRES EXCEPT WHERESHOWN OTHERWISE. CULVERT AND PIPESIZES IN MILLIMETRES

Level 4, 67 Astor Terrace, Spring Hill, QLD 4000

Facsimile

Brisbane AustraliaBornhorst & Ward Pty Ltd

mail@bornhorstward.com.au

A.C.N. 010 151 354www.bornhorstward.com.au

Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354

CIVIL AND STRUCTURAL

12191ECONOMICDEVELOPMENTQUEENSLAND (EDQ)

1/10/14 1/10

K.RENSCH

B

B 01.10.14 ISSUE FOR OPERATIONAL WORKS MS AY KR NRA 05.09.14 FOR INFORMATION

P3-S1-C0072

WATER RETICULATIONLAYOUT SHEET 1

100 5 15 201 : 500 / 1 : 1000

25m

PLANSCALE A

JOIN

S DW

G C0

073

PROPOSEDEXISTING

LEGEND

FENCE

PROPERTY BOUNDARY

STORMWATER DRAINAGE

WATER

TELSTRA

SEWER

UNDER GROUND POWER

EDGE OF BITUMEN

KERB AND CHANNEL

KERB ONLY

KERB INVERT

EXTENT OF BUILDING

EASEMENT

GAS

PROPOSEDEXISTINGFITTINGS

REDUCER

FIRE HYDRANTFH

SEWER (COMPILED)

WATER (COMPILED)

GAS (COMPILED)

TELSTRA (COMPILED)UNDER GROUNDPOWER (COMPILED)

AS CONSTRUCTED DETAILS FOR AMEND.

DATE:

START DATE

NAME of SIGNATORY

RPEQ No. or LICENCE

I CERTIFY THAT THE "AS CONSTRUCTED" DETAILS SHOWN ONTHIS PLAN ARE TRUE AND ACCURATE RECORD OF THE WORKS

FINISH DATECOMPANY NAME

QUEENSLAND URBAN UTILITIES DELEGATE

QUEENSLAND URBAN UTILITIES DRAWING No.

SHEET No. OF

AMEND.

CONTACT:

CONTACT:

QUU AUDITOR:

URBAN LAND DEVELOPMENT AUTHORITY

BORNHORST & WARD

SIGNED

CLIENT

-

(VALID FOR 12 MONTHS FROM DATE SHOWN)

3 8

- -

AUDIT & COMPLIANCE OFFICER

DATE:

THRUST / ANCHOR BLOCK

ABANDONED SERVICE

VALVE

SCOUR VALVE

SEWER RISING MAIN

TOE OF WALL

TOP OF WALL

RETAINING WALLTOE OF WALL

TOP OF WALL

NOTE:ALL SERVICES MARKEDABANDONED SHALL BE REMOVEDFROM SIT UNLESS NOTEDOTHERWISE. TRENCHES TO BEBACKFILLED WITH IMPORTEDMATERIAL AS PER EARTHWORKSSPECIFICATIONS.

KN MAXIMUM THRUST FORTHRUST BLOCK

EXTENT OF WORKS

FH

EP

MACARTHUR AVENUE

KINGSFORD SMITH DRIVE

CURTIN AVENUE WEST

REMO

RA ROAD

HERCULES STREET

QUU PROVIDER CONNECTION 1REFER TO DETAIL ON C0075

QUU PROVIDER CONNECTION 3REFER TO DETAIL ON C0075

QUU PROVIDER CONNECTION 7REFER TO DETAIL ON C0076

QUU PROVIDER CONNECTION 5

50.7

KN

3.750

Ø250 PE 100 PN16

DETAIL 1 REFER DWG C0077DETAIL 2 REFER DWG C0077

EXISTING Ø150 CISLEXISTING Ø150 CISL

EXISTING Ø

300 CISLEXISTIN

G Ø150 CISL

EXISTING Ø100ABANDONED SERVICE

R50.

000

2.80

0Ø250 PE 100 PN16

R50.

000

R8.000

EXISTING Ø225 CISL

R7.000

R20.0

00 QUU PROVIDER CONNECTION 6REFER TO DETAIL ON C0076

REFER CROSSING DETAIL 1DRG C0078.

REFER TO DETAIL ON C0076

REFER CROSSING DETAIL 2DRG C0078.

10.000 19.000

PROJECT No.

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014

- 12:

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COPYRIGHT © - This documentis and shall remain the propertyof Bornhorst & Ward Pty. Ltd.The document may only beused for the purpose for whichit was commisioned and inaccordance with the terms ofengagement. Unauthorised useof this document in any formwhatsoever is prohibited.

1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

F

G

H

STATUS

PROJECT NORTH

1 2 3 4 5 6 7 8 9 10 11

APPCHKDESDWNAMENDMENT / ISSUEREV. DATE PROJECT SUBJECT

REVISIONDRAWING No.

APPROVED

RPEQ

ASSOCIATED CONSULTANTS

DATE DATE

CHECKED

A

B

C

D

E

F

G

H

A1 UNREDUCED

A3 REDUCED

UNREDUCED / REDUCEDSCALES

DIMENSIONS IN METRES EXCEPT WHERESHOWN OTHERWISE. CULVERT AND PIPESIZES IN MILLIMETRES

Level 4, 67 Astor Terrace, Spring Hill, QLD 4000

Facsimile

Brisbane AustraliaBornhorst & Ward Pty Ltd

mail@bornhorstward.com.au

A.C.N. 010 151 354www.bornhorstward.com.au

Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354

CIVIL AND STRUCTURAL

12191ECONOMICDEVELOPMENTQUEENSLAND (EDQ)

1/10/14 1/10

K.RENSCH

B

B 01.10.14 ISSUE FOR OPERATIONAL WORKS MS AY KR NRA 05.09.14 FOR INFORMATION

P3-S1-C0073

WATER RETICULATIONLAYOUT SHEET 2

100 5 15 201 : 500 / 1 : 1000

25m

10.05.02.50 7.51 : 250 / 1 : 500

12.5m

PLANSCALE A

JOIN

S DW

G C0

072

PROPOSEDEXISTING

LEGEND

FENCE

PROPERTY BOUNDARY

STORMWATER DRAINAGE

WATER

TELSTRA

SEWER

UNDER GROUND POWER

EDGE OF BITUMEN

KERB AND CHANNEL

KERB ONLY

KERB INVERT

EXTENT OF BUILDING

EASEMENT

GAS

SEWER (COMPILED)

WATER (COMPILED)

GAS (COMPILED)

TELSTRA (COMPILED)UNDER GROUNDPOWER (COMPILED)

AS CONSTRUCTED DETAILS FOR AMEND.

DATE:

START DATE

NAME of SIGNATORY

RPEQ No. or LICENCE

I CERTIFY THAT THE "AS CONSTRUCTED" DETAILS SHOWN ONTHIS PLAN ARE TRUE AND ACCURATE RECORD OF THE WORKS

FINISH DATECOMPANY NAME

QUEENSLAND URBAN UTILITIES DELEGATE

QUEENSLAND URBAN UTILITIES DRAWING No.

SHEET No. OF

AMEND.

CONTACT:

CONTACT:

QUU AUDITOR:

URBAN LAND DEVELOPMENT AUTHORITY

BORNHORST & WARD

SIGNED

CLIENT

-

(VALID FOR 12 MONTHS FROM DATE SHOWN)

2 8

- -

AUDIT & COMPLIANCE OFFICER

DATE:

ABANDONED SERVICE

PROPOSEDEXISTINGFITTINGS

REDUCER

FIRE HYDRANTFH

THRUST / ANCHOR BLOCK

VALVE

SCOUR VALVE

40m ROAD RESERVE WATER ALIGNMENTSCALE B

TOE OF WALL

TOP OF WALL

RETAINING WALLTOE OF WALL

TOP OF WALL

SEWER RISING MAIN

NOTE:ALL SERVICES MARKEDABANDONED SHALL BE REMOVEDFROM SIT UNLESS NOTEDOTHERWISE. TRENCHES TO BEBACKFILLED WITH IMPORTEDMATERIAL AS PER EARTHWORKSSPECIFICATIONS.

KN MAXIMUM THRUST FORTHRUST BLOCK

EXTENT OF WORKS

FH

MACARTHUR AVENUE

MACARTHUR AVENUE

FINN

EGAN STREET

WHARF CLO

SE

QUU PROVIDER CONNECTION 2REFER TO DETAIL ON C0075

QUU PROVIDER CONNECTION 10REFER TO DETAIL ON C0077

QUU PROVIDER CONNECTION 8REFER TO DETAIL ON C0076

QUU PROVIDER CONNECTION 9REFER TO DETAIL ON C0077

QUU PROVIDER CONNECTION 4REFER TO DETAIL ON C0075

EXISTING Ø

300 CISLEXISTIN

G Ø150 CISL

R50.

000

2.80

0Ø250 PE 100 PN16

R50.

000

R8.000

8.00

0

Ø250 PE 100 PN16

EXISTING Ø225 CISL

EXISTING Ø150 DICL

EXIS

TIN

G Ø

150

DICL

Ø250 PE 100 PN16

EXISTING Ø250 PE

50.7

KN

R7.000

32.2

00

R15.

000

QUU PROVIDER CONNECTION 6REFER TO DETAIL ON C0076

38.8

KNREFER CROSSING DETAIL 3DRG C0078.

NO

MIN

AL 3

5m R

OAD

RES

ERVE

40m

RO

AD R

ESER

VE

2.80

032

.200

PROJECT No.

0 10 20 4030 50 100 150

CLIENT

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STED

MAN

on

Oct

02,

201

4 - 1

2:10

COPYRIGHT © - This documentis and shall remain the propertyof Bornhorst & Ward Pty. Ltd.The document may only beused for the purpose for whichit was commisioned and inaccordance with the terms ofengagement. Unauthorised useof this document in any formwhatsoever is prohibited.

1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

F

G

H

STATUS

PROJECT NORTH

1 2 3 4 5 6 7 8 9 10 11

APPCHKDESDWNAMENDMENT / ISSUEREV. DATE PROJECT SUBJECT

REVISIONDRAWING No.

APPROVED

RPEQ

ASSOCIATED CONSULTANTS

DATE DATE

CHECKED

A

B

C

D

E

F

G

H

A1 UNREDUCED

A3 REDUCED

UNREDUCED / REDUCEDSCALES

DIMENSIONS IN METRES EXCEPT WHERESHOWN OTHERWISE. CULVERT AND PIPESIZES IN MILLIMETRES

Level 4, 67 Astor Terrace, Spring Hill, QLD 4000

Facsimile

Brisbane AustraliaBornhorst & Ward Pty Ltd

mail@bornhorstward.com.au

A.C.N. 010 151 354www.bornhorstward.com.au

Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354

CIVIL AND STRUCTURAL

12191ECONOMICDEVELOPMENTQUEENSLAND (EDQ)

1/10/14 1/10

K.RENSCH

B

B 01.10.14 ISSUE FOR OPERATIONAL WORKS MS AY KR NRA 05.09.14 FOR INFORMATION

P3-S1-C0075

QUU LIVE WATERCONNECTION DETAILSSHEET 1

1.00 0.5 1.5 2.01 : 50 / 1 : 100

2.5m

QUU PROVIDER LIVE CONNECTION 1SCALE A

QUU PROVIDER CONNECTION 1

SIGNATURE

LENGTH

STREET

TYPE OF MAIN

COMMENCED COMPLETEDDATE DATE

HERCULES STREET

5.000 PE

NOTE:SERVICES DEPTHS ARE APPROXIMATEDFROM SURVEY DATA, SITE INSPECTIONSAND AUTHORITY INFORMATION. THECONTRACTOR SHALL UNDERTAKE THEIROWN INVESTIGATION PRIOR TOCONSTRUCTION TO CONFIRM SERVICESLOCATIONS.

NOTE:PRECHLORINATED PIPES AND FITTINGSTO BE USED FOR LIVE CONNECTIONS.QUU PROVIDER LIVE CONNECTION 3

SCALE A

PROPOSEDEXISTING

LEGEND

PROPERTY BOUNDARY

STORMWATER DRAINAGE

WATER

TELSTRA

SEWER

UNDER GROUND POWER

OVER HEAD POWER

EDGE OF BITUMEN

KERB AND CHANNEL

KERB ONLY

KERB INVERT

EXTENT OF BUILDING

EASEMENT

GAS

SEWER (COMPILED)

WATER (COMPILED)

GAS (COMPILED)

TELSTRA (COMPILED)UNDER GROUNDPOWER (COMPILED)

AS CONSTRUCTED DETAILS FOR AMEND.

DATE:

START DATE

NAME of SIGNATORY

RPEQ No. or LICENCE

I CERTIFY THAT THE "AS CONSTRUCTED" DETAILS SHOWN ONTHIS PLAN ARE TRUE AND ACCURATE RECORD OF THE WORKS

FINISH DATECOMPANY NAME

QUEENSLAND URBAN UTILITIES DELEGATE

QUEENSLAND URBAN UTILITIES DRAWING No.

SHEET No. OF

AMEND.

CONTACT:

CONTACT:

QUU AUDITOR:

URBAN LAND DEVELOPMENT AUTHORITY

BORNHORST & WARD

SIGNED

CLIENT

-

(VALID FOR 12 MONTHS FROM DATE SHOWN)

5 8

- -

AUDIT & COMPLIANCE OFFICER

DATE:

QUU PROVIDER LIVE CONNECTION 2SCALE A

QUU PROVIDER CONNECTION 2

SIGNATURE

LENGTH

STREET

TYPE OF MAIN

COMMENCED COMPLETEDDATE DATE

ROAD 6\MACARTHUR AVENUE

5.000 PE

QUU PROVIDER CONNECTION 3

SIGNATURE

LENGTH

STREET

TYPE OF MAIN

COMMENCED COMPLETEDDATE DATE

HERCULES STREET

5.000 PE

ABANDONED SERVICES

ROOFWATER DRAINAGE

QUU PROVIDER LIVE CONNECTION 4SCALE A

QUU PROVIDER CONNECTION 4

SIGNATURE

LENGTH

STREET

TYPE OF MAIN

COMMENCED COMPLETEDDATE DATE

MACARTHUR AVENUE

10.000 PE

EXISTING Ø150 CISLEXISTING Ø150 CISL

Ø25

0 PE

100

PN

16

4.00

0m T

YPIC

ALU

SE P

RECH

LORI

NAT

ED P

IPE

AND

FITT

INGS

QU

U P

ROVI

DER

CON

TRAC

TOR

TURN OFF VALVE AND PROVIDEEND CAP TO PUDDLE FLANGE FITTINGUPON DECOMMISSIONING OF EXISTING Ø150 MAIN.

CONTRACTOR TO LOCATE EXISTING MAINPRIOR TO COMMENCEMENT OF WORKS.

50.7KN

PROVIDE TEMPORARYEND CAP FOR TESTING.

TEE (CTR)E 6815.347N 4917.789

Ø150 DICL FL/SP500 LONG MINIMUM.

Ø150 DICL FL/SP500 LONG MINIMUM.

NOTE:THIS CONNECTION ISTEMPORARY UNTILCOMPLETION OF HERCULESSTREET/HARBOUR ROADUPGRADE WORKS.

REFER CROSSING DETAIL 1DRG C0078.

LOCALLY SHAPE KERBTO ACCOMDATEVALVE BOX.

EXISTING CONNECTIONTO 19 HERCULES STREET

TO BE REMOVED.

Ø250 PE 100 PN16

PROVIDE TEMPORARYEND CAP FOR TESTING.

5.000m TYPICALUSE PRECHLORINATED PIPES AND FITTINGS

QUU PROVIDERCONTRACTOR

EXIS

TIN

G Ø

150

DICL

EXISTING Ø150 DICL

Ø200 DICL 1220F&F PIPE.

REMOVE EXISTING ENDCAP AND THRUST BLOCK.

PROVIDE NEW Ø25PE WATER SERVICE& TAPPING BAND. CONNECT TO

EXISTING METER & BOX AT BOUNDARY.REFER SEQ STD DRG SEW-WAT-1107-1

5.000m TYPICALUSE PRECHLORINATED PIPES AND FITTINGS

PROVIDE TEMPORARYEND CAP FOR TESTING.

Ø250 PE100 PN16

NEW Ø150 DICL F&SP PIPE TO SUIT.

50.7KNØ

100 DICL

Ø150 DICL

LOCATE EXISTING 1220 Ø150 F&FPIPE AND F&S CONNECTORON SITE PRIOR TO COMMENCEMENT.

E 6899.379N 4876.092

QUU PROVIDERCONTRACTOR CONTRACTOR

0.513° DEFLECTION.

LOCATION OF CONNECTIONSPLOTTED FROM RECORDS. LOCATE

ON SITE TO DETERMINE EXACT LOCATION.

Ø250 PE100 PN16

5.000m TYPICALUSE PRECHLORINATED PIPES AND FITTINGS

PROVIDE TEMPORARY ENDCAP FOR TESTING.

5.000m TYPICALUSE PRECHLORINATED PIPES AND FITTINGS

QUU PROVIDERCONTRACTOR

5.000m TYPICALUSE PRECHLORINATED PIPES AND FITTINGS

QUU PROVIDER CONTRACTOR

PROVIDE TEMPORARYEND CAP FOR TESTING.

PROVIDE TEMPORARYEND CAP FOR TESTING.

19.8KN

9.9K

N

50.7

KN

9.9K

N

EXISTING CONFIGURATIONASSUMED. LOCATE PRIORTO COMMENCEMENT OF WORK.

EXISTING Ø150 CISL

EXIS

TIN

G Ø

150

CISL

QUU PROVIDER TOTURN OFF VALVE ONNORTHERN VERGEPRIOR TO WORKS.

DEFLECTION 0.54°DEFLECTION 1.075°

Ø200 DICL PIPECUT TO SUIT.

Ø250 PE 100 PN16 Ø250 PE 100 PN16

NEW Ø150 DICL F&SPPIPE TO SUIT.

PROJECT No.

0 10 20 4030 50 100 150

CLIENT

J:\20

12\1

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STED

MAN

on

Oct

02,

201

4 - 1

2:10

COPYRIGHT © - This documentis and shall remain the propertyof Bornhorst & Ward Pty. Ltd.The document may only beused for the purpose for whichit was commisioned and inaccordance with the terms ofengagement. Unauthorised useof this document in any formwhatsoever is prohibited.

1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

F

G

H

STATUS

PROJECT NORTH

1 2 3 4 5 6 7 8 9 10 11

APPCHKDESDWNAMENDMENT / ISSUEREV. DATE PROJECT SUBJECT

REVISIONDRAWING No.

APPROVED

RPEQ

ASSOCIATED CONSULTANTS

DATE DATE

CHECKED

A

B

C

D

E

F

G

H

A1 UNREDUCED

A3 REDUCED

UNREDUCED / REDUCEDSCALES

DIMENSIONS IN METRES EXCEPT WHERESHOWN OTHERWISE. CULVERT AND PIPESIZES IN MILLIMETRES

Level 4, 67 Astor Terrace, Spring Hill, QLD 4000

Facsimile

Brisbane AustraliaBornhorst & Ward Pty Ltd

mail@bornhorstward.com.au

A.C.N. 010 151 354www.bornhorstward.com.au

Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354

CIVIL AND STRUCTURAL

12191ECONOMICDEVELOPMENTQUEENSLAND (EDQ)

1/10/14 1/10

K.RENSCH

B

B 01.10.14 ISSUE FOR OPERATIONAL WORKS MS AY KR NRA 05.09.14 FOR INFORMATION

P3-S1-C0076

QUU LIVE WATERCONNECTION DETAILSSHEET 2

1.00 0.5 1.5 2.01 : 50 / 1 : 100

2.5m

QUU PROVIDER LIVE CONNECTION 5SCALE A

NOTE:SERVICES DEPTHS ARE APPROXIMATEDFROM SURVEY DATA, SITE INSPECTIONSAND AUTHORITY INFORMATION. THECONTRACTOR SHALL UNDERTAKE THEIROWN INVESTIGATION PRIOR TOCONSTRUCTION TO CONFIRM SERVICESLOCATIONS.

NOTE:PRECHLORINATED PIPES AND FITTINGSTO BE USED FOR LIVE CONNECTIONS.

PROPOSEDEXISTING

LEGEND

FENCE

PROPERTY BOUNDARY

STORMWATER DRAINAGE

WATER

TELSTRA

SEWER

UNDER GROUND POWER

OVER HEAD POWER

EDGE OF BITUMEN

KERB AND CHANNEL

KERB ONLY

KERB INVERT

EXTENT OF BUILDING

EASEMENT

GAS

SEWER (COMPILED)

WATER (COMPILED)

GAS (COMPILED)

TELSTRA (COMPILED)UNDER GROUNDPOWER (COMPILED)

AS CONSTRUCTED DETAILS FOR AMEND.

DATE:

START DATE

NAME of SIGNATORY

RPEQ No. or LICENCE

I CERTIFY THAT THE "AS CONSTRUCTED" DETAILS SHOWN ONTHIS PLAN ARE TRUE AND ACCURATE RECORD OF THE WORKS

FINISH DATECOMPANY NAME

QUEENSLAND URBAN UTILITIES DELEGATE

QUEENSLAND URBAN UTILITIES DRAWING No.

SHEET No. OF

AMEND.

CONTACT:

CONTACT:

QUU AUDITOR:

URBAN LAND DEVELOPMENT AUTHORITY

BORNHORST & WARD

SIGNED

CLIENT

-

(VALID FOR 12 MONTHS FROM DATE SHOWN)

6 8

- -

AUDIT & COMPLIANCE OFFICER

DATE:

QUU PROVIDER LIVE CONNECTION 6SCALE A

QUU PROVIDER LIVE CONNECTION 7SCALE A

QUU PROVIDER LIVE CONNECTION 8SCALE A

QUU PROVIDER CONNECTION 5

SIGNATURE

LENGTH

STREET

TYPE OF MAIN

COMMENCED COMPLETEDDATE DATE

MACARTHUR AVENUE

10.500 PE

QUU PROVIDER CONNECTION 6

SIGNATURE

LENGTH

STREET

TYPE OF MAIN

COMMENCED COMPLETEDDATE DATE

MACARTHUR AVENUE

5.000 PE

QUU PROVIDER CONNECTION 7

SIGNATURE

LENGTH

STREET

TYPE OF MAIN

COMMENCED COMPLETEDDATE DATE

REMORA ROAD

5.000 PE

QUU PROVIDER CONNECTION 8

SIGNATURE

LENGTH

STREET

TYPE OF MAIN

COMMENCED COMPLETEDDATE DATE

ROAD 5

5.000 PE

ABANDONED SERVICES

ROOFWATER DRAINAGE

50.7KN

50.7KN

50.7KN

Ø150 DICL SPRINKLER SERVICE

Ø150 DICL DOMESTIC SERVICE

Ø150 DICL FIRE SERVICE

5.000m TYPICAL

USE PRECHLORINATED PIPES AND FITTINGS

R20.000

QUU PROVIDER

CONTRACTOR

PROVIDE TEMPORARY ENDCAP FOR TESTING.

E 6945.793N 4848.853

Ø150 DICL S/SPPIPES CUT TO SUIT.

LOCATION OF CONNECTIONSPLOTTED FROM RECORDS.

LOCATE ON SITE TODETERMINE EXACT

ANGLE AND LOCATIONS.

LOCATE EXISTING Ø1501220 PIPES AND F&S

CONNECTORS ON SITEPRIOR TO COMMENCEMENT.

QUU PRO

VIDERCO

NTRACTOR

PROVIDE TEMPORARY ENDCAP FOR TESTING.

E 6945.572N 4838.620

Ø200 DICL SP&SPPIPE CUT TO SUIT.

160 LONG TYPICAL.

4.000m TYPICAL

USE PRECHLORINATED PIPES AND FITTINGS

Ø250 PE 100 PN16

50.7KN

Ø250 PE 100 PN16

Ø250 PE 100 PN16

NOTE:EXISTING SERVICES EXTENDFROM Ø300 x Ø150 F&F&FTEE. SOCKETTED TEES USEDFOR CONNECTION TO ALLOWFOR SMALLER TEE DUE TOREDUCED MAIN SIZE.

5.000m TYPICAL

USE PRECHLORINATED PIPES AND FITTINGS

CONTRACTOR QUU

R8.0

00

158.6KN

Ø300 DICL FL/SP500 LONG MINIMUM

Ø250 PE 100 PN16

PROVIDE TEMPORARYEND CAP FOR TESTING.

R7.000

EXISTING Ø

300 CISL

112.2KN

71.7K

N

Ø300 DICL F&SP500 LONG MIN

5.000m TYPICAL

USE PRECHLORINATED

PIPES AND FITTINGS

QUU PROVIDERCONTRACTOR

Ø250 PE100 PN16

R7.0

00

Ø300 DICL F&SP500 LONG MIN

Ø200 DICL 305F&F PIPE

PROVIDE END PLATETO EXISTING VALVE.

DETERMINE SIZE ON SITE.

PROVIDETEMPORARY

END CAPFOR TESTING.

EXISTING Ø250 DICL

EXISTING Ø150 DICL

REMOVE EXISTING F&SCONNECTOR AND PROVIDEØ225 DICL END PLATE TO VALVE

EXIS

TING

Ø22

5 DI

CL

Ø250 PE100 PN16

5.000m TYPICAL

USE PRECHLORINATED PIPES AND FITTINGS

QUU PROVIDER

CONTRACTORE 7050.535N 4822.694

R15.

000

Ø250 PE100 PN16

PROVIDE TEMPORARYEND CAP FOR TESTING

PROJECT No.

0 10 20 4030 50 100 150

CLIENT

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by

STED

MAN

on

Oct

02,

201

4 - 1

2:10

COPYRIGHT © - This documentis and shall remain the propertyof Bornhorst & Ward Pty. Ltd.The document may only beused for the purpose for whichit was commisioned and inaccordance with the terms ofengagement. Unauthorised useof this document in any formwhatsoever is prohibited.

1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

F

G

H

STATUS

PROJECT NORTH

1 2 3 4 5 6 7 8 9 10 11

APPCHKDESDWNAMENDMENT / ISSUEREV. DATE PROJECT SUBJECT

REVISIONDRAWING No.

APPROVED

RPEQ

ASSOCIATED CONSULTANTS

DATE DATE

CHECKED

A

B

C

D

E

F

G

H

A1 UNREDUCED

A3 REDUCED

UNREDUCED / REDUCEDSCALES

DIMENSIONS IN METRES EXCEPT WHERESHOWN OTHERWISE. CULVERT AND PIPESIZES IN MILLIMETRES

Level 4, 67 Astor Terrace, Spring Hill, QLD 4000

Facsimile

Brisbane AustraliaBornhorst & Ward Pty Ltd

mail@bornhorstward.com.au

A.C.N. 010 151 354www.bornhorstward.com.au

Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354

CIVIL AND STRUCTURAL

12191ECONOMICDEVELOPMENTQUEENSLAND (EDQ)

1/10/14 1/10

K.RENSCH

B

B 01.10.14 ISSUE FOR OPERATIONAL WORKS MS AY KR NRA 05.09.14 FOR INFORMATION

P3-S1-C0077

QUU LIVE WATERCONNECTION DETAILSSHEET 3

1.00 0.5 1.5 2.01 : 50 / 1 : 100

2.5m

NOTE:SERVICES DEPTHS ARE APPROXIMATEDFROM SURVEY DATA, SITE INSPECTIONSAND AUTHORITY INFORMATION. THECONTRACTOR SHALL UNDERTAKE THEIROWN INVESTIGATION PRIOR TOCONSTRUCTION TO CONFIRM SERVICESLOCATIONS.

NOTE:PRECHLORINATED PIPES AND FITTINGSTO BE USED FOR LIVE CONNECTIONS.

PROPOSEDEXISTING

LEGEND

FENCE

PROPERTY BOUNDARY

STORMWATER DRAINAGE

WATER

TELSTRA

SEWER

UNDER GROUND POWER

OVER HEAD POWER

EDGE OF BITUMEN

KERB AND CHANNEL

KERB ONLY

KERB INVERT

EXTENT OF BUILDING

EASEMENT

GAS

SEWER (COMPILED)

WATER (COMPILED)

GAS (COMPILED)

TELSTRA (COMPILED)UNDER GROUNDPOWER (COMPILED)

AS CONSTRUCTED DETAILS FOR AMEND.

DATE:

START DATE

NAME of SIGNATORY

RPEQ No. or LICENCE

I CERTIFY THAT THE "AS CONSTRUCTED" DETAILS SHOWN ONTHIS PLAN ARE TRUE AND ACCURATE RECORD OF THE WORKS

FINISH DATECOMPANY NAME

QUEENSLAND URBAN UTILITIES DELEGATE

QUEENSLAND URBAN UTILITIES DRAWING No.

SHEET No. OF

AMEND.

CONTACT:

CONTACT:

QUU AUDITOR:

URBAN LAND DEVELOPMENT AUTHORITY

BORNHORST & WARD

SIGNED

CLIENT

-

(VALID FOR 12 MONTHS FROM DATE SHOWN)

7 8

- -

AUDIT & COMPLIANCE OFFICER

DATE:

QUU PROVIDER LIVE CONNECTION 9SCALE A

QUU PROVIDER LIVE CONNECTION 10SCALE A

QUU PROVIDER CONNECTION 9

SIGNATURE

LENGTH

STREET

TYPE OF MAIN

COMMENCED COMPLETEDDATE DATE

ROAD 6

5.000 PE

QUU PROVIDER CONNECTION 10

SIGNATURE

LENGTH

STREET

TYPE OF MAIN

COMMENCED COMPLETEDDATE DATE

MACARTHUR AVENUE

5.000 PE

ABANDONED SERVICES

ROOFWATER DRAINAGE

DETAIL 1 - 19 HERCULES STREET CONNECTIONSSCALE A

DETAIL 2 - 19 HERCULES STREET CONNECTIONSSCALE A

Ø250 PE 100 PN16

PROVIDE TEMPORARYEND CAP FOR TESTING.

6.000m TYPICALUSE PRECHLORINATED PIPES AND FITTINGS

QUU PROVIDER CONTRACTOR

EXIS

TIN

G Ø

150

mPV

C

EXISTING Ø150 mPVC

Ø200 DICL 1220 F&F PIPE.

EXIS

TIN

G Ø

150

mPV

C

PROVIDE NEW TAPPING BANDAND RECONNECT EXISTINGØ50 SERVICE.

2.95

4

PROVIDE TEMPORARYEND CAP FOR TESTING.

5.00

0m T

YPIC

ALU

SE P

RECH

LORI

NAT

ED P

IPES

AN

D FI

TTIN

GS

50.7

KNØ

250

PE10

0 PN

16

QU

U P

ROVI

DER

CON

TRAC

TOR

EXISTING Ø250 PE100 PN16EXISTING Ø250 PE100 PN16

TEE (CTR)E 7199.994N 4762.183

0.071

Ø150 DICL PIPE.610 LONG.

19.000 TO BOUNDARY

LOCALLY LOWER MAINTO PROVIDE CONNECTIONBENEATH EXISTING SERVICESIN VERGE.

0.500

LOCALLY LOWER MAINTO PROVIDE CONNECTIONBENEATH EXISTING SERVICESIN VERGE.

PROJECT No.

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02,

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4 - 1

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COPYRIGHT © - This documentis and shall remain the propertyof Bornhorst & Ward Pty. Ltd.The document may only beused for the purpose for whichit was commisioned and inaccordance with the terms ofengagement. Unauthorised useof this document in any formwhatsoever is prohibited.

1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

F

G

H

STATUS

PROJECT NORTH

1 2 3 4 5 6 7 8 9 10 11

APPCHKDESDWNAMENDMENT / ISSUEREV. DATE PROJECT SUBJECT

REVISIONDRAWING No.

APPROVED

RPEQ

ASSOCIATED CONSULTANTS

DATE DATE

CHECKED

A

B

C

D

E

F

G

H

A1 UNREDUCED

A3 REDUCED

UNREDUCED / REDUCEDSCALES

DIMENSIONS IN METRES EXCEPT WHERESHOWN OTHERWISE. CULVERT AND PIPESIZES IN MILLIMETRES

Level 4, 67 Astor Terrace, Spring Hill, QLD 4000

Facsimile

Brisbane AustraliaBornhorst & Ward Pty Ltd

mail@bornhorstward.com.au

A.C.N. 010 151 354www.bornhorstward.com.au

Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354

CIVIL AND STRUCTURAL

12191ECONOMICDEVELOPMENTQUEENSLAND (EDQ)

1/10/14 1/10

K.RENSCH

B

B 01.10.14 ISSUE FOR OPERATIONAL WORKS MS AY KR NRA 05.09.14 FOR INFORMATION

P3-S1-C0078

WATER CROSSING DETAILS

10.05.02.50 7.51 : 250 / 1 : 500

12.5m

AS CONSTRUCTED DETAILS FOR AMEND.

DATE:

START DATE

NAME of SIGNATORY

RPEQ No. or LICENCE

I CERTIFY THAT THE "AS CONSTRUCTED" DETAILS SHOWN ONTHIS PLAN ARE TRUE AND ACCURATE RECORD OF THE WORKS

FINISH DATECOMPANY NAME

QUEENSLAND URBAN UTILITIES DELEGATE

QUEENSLAND URBAN UTILITIES DRAWING No.

SHEET No. OF

AMEND.

CONTACT:

CONTACT:

QUU AUDITOR:

URBAN LAND DEVELOPMENT AUTHORITY

BORNHORST & WARD

SIGNED

CLIENT

-

(VALID FOR 12 MONTHS FROM DATE SHOWN)

8 8

- -

AUDIT & COMPLIANCE OFFICER

DATE:

WATER CROSSING DETAIL 3SCALE A

WATER CROSSING DETAIL 1SCALE A

WATER CROSSING DETAIL 2SCALE A

0.58

0

0.580

0.2000.200

12mm THICK COMPRESSIBLE MATERIAL(EXPANDAFOAM BY FOSROC OREQUIVALENT) TO BE TAPED TO PIPE PRIORTO CONCRETE ENCASEMENT.

REINFORCED CONCRETE ENCASEMENT DETAILNTS

0.05

0 C

LEAR

CO

VER

TO R

EO

N25 CONCRETE

8-N12 LONGITUDINAL BARS2-R10 LAPPED U-BARSAT 300 CRS

EXISTING SURFACE FINISHED SURFACE

Ø250 PE 100 PN16Ø250 PE 100 PN16

1000

TYP

ICAL

COVE

R

450

TYPI

CAL

300

TYPI

CAL

EX Ø1850

SW

EXISTING SURFACE

FINISHED SURFACE

Ø825

SW

0.30

0

0.500 0.500

Ø250 PE 100 PN16Ø250 PE 100 PN16

CONCRETE ENCASED PIPELINEREFER DETAIL ASIDE.

EXISTING SURFACE

FINISHED SURFACE

EX Ø1500

SW EX Ø1500

SW

Ø250 PE 100 PN16LOCALLY DEFLECTED WATER MAIN

OVER EXISTING PIPELINE TO ACHIEVEMINIMUM 300 VERTICAL CLEARANCE. 0.

301

0.34

6

PROJECT No.

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4 - 1

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COPYRIGHT © - This documentis and shall remain the propertyof Bornhorst & Ward Pty. Ltd.The document may only beused for the purpose for whichit was commisioned and inaccordance with the terms ofengagement. Unauthorised useof this document in any formwhatsoever is prohibited.

1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

F

G

H

STATUS

1 2 3 4 5 6 7 8 9 10 11

APPCHKDESDWNAMENDMENT / ISSUEREV. DATE PROJECT SUBJECT

REVISIONDRAWING No.

APPROVED

RPEQ

ASSOCIATED CONSULTANTS

DATE DATE

CHECKED

A

B

C

D

E

F

G

H

A1 UNREDUCED

A3 REDUCED

UNREDUCED / REDUCEDSCALES

DIMENSIONS IN METRES EXCEPT WHERESHOWN OTHERWISE. CULVERT AND PIPESIZES IN MILLIMETRES

Level 4, 67 Astor Terrace, Spring Hill, QLD 4000

Facsimile

Brisbane AustraliaBornhorst & Ward Pty Ltd

mail@bornhorstward.com.au

A.C.N. 010 151 354www.bornhorstward.com.au

Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354

CIVIL AND STRUCTURAL

12191ECONOMICDEVELOPMENTQUEENSLAND (EDQ)

1/10/14 1/10

K.RENSCHP3-S1-C0080

SIGNS AND LINEMARKINGNOTES AND DETAILS

3.02.01.00 5.04.01 : 100 / 1 : 200

m

B

B 01.10.14 ISSUE FOR OPERATIONAL WORKS MS AY KR NRA 05.09.14 FOR INFORMATION

RRPM LEGENDUNIDIRECTIONAL - WHITEUNIDIRECTIONAL - REDBIDIRECTIONAL - WHITEBIDIRECTIONAL - BLUE

*BLUE RETRO-REFLECTIVE PAVEMENT MARKERS ARE TOBE PLACED 100mm HYDRANT SIDE OF THE ROADCENTRELINE MARKING, FOR ALL HYDRANT LOCATIONS.

NOTES:1. ALL DIMENSIONS ARE IN METERS.2. REFER TO AS 1742.3-2002 'MANUAL OF UNIFORM TRAFFICCONTROL DEVICES' FOR APPLICATION OF LINETYPES.3. LINE THICKNESS FOR SEPERATION LINES TO BE 0.15mFOR MULTILANE ROADS.4. IF INDICATED ON THE DRAWINGS RRPM'S ARE TO BEINSTALLED IN ACCORDANCE WITH THE MUTCD

TYPE DESCRIPTION DIMENSIONS

BL BARRIER LINESINGLE

LL LANE LINE

LLU LANE LINEUNBROKEN

EL EDGE LINELEFT AND RIGHT SIDE

CC CONTINUITY LINE

CCT CONTINUITY LINE TAXI(YELLOW)

TL TURN LINE

STL STOP LINE

PC PEDESTRIANCROSSWALK LINES

NS NO STANDING

BBL BICYCLE BARRIER LINE

BLL BICYCLE LANE LINE

CP CAR PARK LINE

0.10

0.10

3.0 9.0 3.0 9.0 3.0 9.0

0.10

0.15

1.0 3.0 1.0 3.0 1.0 0.2

1.0 3.0 1.0 3.0 1.0 0.2

0.1

0.6 TYPICAL 0.6 TYPICAL

0.30

0.15

1.0 0.3

0.1 0.1STD. KERB / KERB AND CHANNEL

NOTE: LINE COLOUR TO BE YELLOW

0.1

0.08

1.0 3.0 1.0 3.0 1.0 0.08

0.10

LINEMARKING LEGEND

NON STANDARD ARROW DETAIL(MACARTHUR NORTHBOUND)SCALE A

NON STANDARD ARROW DETAIL(REMORA ROAD SOUTHBOUND)SCALE A

NON STANDARD ARROW DETAIL(WHARF CLOSE & FINNEGAN STREET)SCALE A

6.000

2.000

6.000

2.000

6.000

2.000

R5-15R

170°

170°

170°

END

TAXIZONE

S1

GIVE

STANDARD SIGNS AND LINE MARKING NOTES1. GENERAL

1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITHTHE QUEENSLAND TRANSPORT MANUAL OF UNIFORM TRAFFIC CONTROLDEVICES (CURRENT EDITION).

2. SIGNS2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS

NOTED OTHERWISE.

2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TOEDGE OF SIGN: LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE POSTSBARRIER KERB 300 FROM FACE MOUNTABLE KERB 500 FROM FACE OFKERB

2.3. SIGN ORIENTATION SHOULD BE IN ACCORDANCE WITH SECTION 1.12.5OF THE MUTCD.

2.4. MOUNTING HEIGHT TO BE IN ACCORDANCE WITH SECTIONS 1.12.3.4 &1.12.3.5 OF THE MUTCD.

3. SIGN SUPPORTS3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE

THEY ARE IN A PAVED SURFACE.

4. LINEMARKING4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF.4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE

SURFACES, AND INSTALLED IN ACCORDANCE WITH MANUFACTURERSSPECIFICATIONS.

TO BE FIXED BELOWHAZARD MARKERS

REGULATORY SIGN

NOTE: INSTALL HAZARD SIGNS IN ACCORDANCE SIGN INSTALLATION DETAILS

WITH THE SLEEVED INSTALLATION DETAIL.

75 DIA

TYPICAL INSTALLATION DETAILN.T.S.

300

(2 NO. MINIMUM)

20 MPaCONCRETE

DN50 (MEDIUM) GALV PIPE

PIPE FLATTENED FOR HEIGHT OF SIGN

(HEX HEAD) BOLTS & NUTS

WITH COLD GALVANISING PAINTPAINT TOP OF POST & BOLT HOLES

X 25 LONG GALV GRADE 250SIGN FIXED TO POST WITH 8mm

600

NOM.1:10

IF SPECIFIED.

MEDIAN SIGNSSLEEVED INSTALLATION FOR

300

N.T.S.

DN65 (MEDIUM)SLEEVE 600MM LONG

REFE

R N

OTE

2.4

STEEL SPIKEGALVANIZED

REFER NOTES2.2 & 2.3

20 MPaCONCRETE

DIA

7560

0

REFE

R N

OTE

2.4

REFER NOTE 2.4

END

G2-2 (DOUBLE END)

(300 x 150)

(600 x 200)(600 x 600)

(300 x 300) (300 x 400) (300x 400)

(450 x 450)(450 x 600)

(450 x 600)

TAXIZONE

S

NOTE:REFER TO MUTCD PART 9 BICYCLE FACILITIES,FIGURE 3.1 FOR DETAILS FOR BICYCLE ANDPEDESTRIAN PAVEMENT SYMBOLS AND ARROWSFOR PATHS.

NON STANDARD ARROW DETAIL(PORTSIDE DRIVEWAY)SCALE A

6.000

2.000 170°

UTURN

ONLY

MACARTHUR AVENUE WHARF CLOSEG2-2 (SINGLE END)

TYPICAL CARPARK DETAILSCALE A

12.600

2.50

0

6.300

CP

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COPYRIGHT © - This documentis and shall remain the propertyof Bornhorst & Ward Pty. Ltd.The document may only beused for the purpose for whichit was commisioned and inaccordance with the terms ofengagement. Unauthorised useof this document in any formwhatsoever is prohibited.

1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

F

G

H

STATUS

PROJECT NORTH

1 2 3 4 5 6 7 8 9 10 11

APPCHKDESDWNAMENDMENT / ISSUEREV. DATE PROJECT SUBJECT

REVISIONDRAWING No.

APPROVED

RPEQ

ASSOCIATED CONSULTANTS

DATE DATE

CHECKED

A

B

C

D

E

F

G

H

A1 UNREDUCED

A3 REDUCED

UNREDUCED / REDUCEDSCALES

DIMENSIONS IN METRES EXCEPT WHERESHOWN OTHERWISE. CULVERT AND PIPESIZES IN MILLIMETRES

Level 4, 67 Astor Terrace, Spring Hill, QLD 4000

Facsimile

Brisbane AustraliaBornhorst & Ward Pty Ltd

mail@bornhorstward.com.au

A.C.N. 010 151 354www.bornhorstward.com.au

Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354

CIVIL AND STRUCTURAL

12191ECONOMICDEVELOPMENTQUEENSLAND (EDQ)

1/10/14 1/10

K.RENSCHP3-S1-C0081

SIGNS AND LINEMARKINGMASTER LAYOUT

3020100 50401 : 1000 / 1 : 2000

m

B

B 01.10.14 ISSUE FOR OPERATIONAL WORKS MS AY KR NRA 05.09.14 FOR INFORMATION

PLANSCALE A

PROPOSEDEXISTING

LEGEND

PROPERTY BOUNDARY

KERB RAMP

TRAFFIC SIGN

EDGE OF BITUMEN

KERB AND CHANNEL

KERB ONLY

KERB INVERT

FOOTPATH

EXTENT OF BUILDING

EASEMENT

BUS BAY SETDOWN

PLANSCALE A

EXTENT OF WORKS

TM

HARB

OU

R RO

AD

MACARTHUR AVENUE

KINGSFORD SMITH DRIVE

CURTIN AVENUE WEST

REMO

RA ROAD

HERCULES STREET

MACARTHUR AVENUE

FINN

EGAN STREET

WHARF CLO

SE

DETAIL SHEET 1

DETAIL SHEET 2

DETAIL SHEET 2

DETAIL SHEET 3

DETAIL SHEET 4 DETAIL SHEET 5

PROJECT No.

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COPYRIGHT © - This documentis and shall remain the propertyof Bornhorst & Ward Pty. Ltd.The document may only beused for the purpose for whichit was commisioned and inaccordance with the terms ofengagement. Unauthorised useof this document in any formwhatsoever is prohibited.

1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

F

G

H

STATUS

PROJECT NORTH

1 2 3 4 5 6 7 8 9 10 11

APPCHKDESDWNAMENDMENT / ISSUEREV. DATE PROJECT SUBJECT

REVISIONDRAWING No.

APPROVED

RPEQ

ASSOCIATED CONSULTANTS

DATE DATE

CHECKED

A

B

C

D

E

F

G

H

A1 UNREDUCED

A3 REDUCED

UNREDUCED / REDUCEDSCALES

DIMENSIONS IN METRES EXCEPT WHERESHOWN OTHERWISE. CULVERT AND PIPESIZES IN MILLIMETRES

Level 4, 67 Astor Terrace, Spring Hill, QLD 4000

Facsimile

Brisbane AustraliaBornhorst & Ward Pty Ltd

mail@bornhorstward.com.au

A.C.N. 010 151 354www.bornhorstward.com.au

Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354

CIVIL AND STRUCTURAL

12191ECONOMICDEVELOPMENTQUEENSLAND (EDQ)

1/10/14 1/10

K.RENSCHP3-S1-C0082

SIGNS AND LINEMARKINGLAYOUT SHEET 1

10.05.02.50 7.51 : 250 / 1 : 500

12.5m

B

B 01.10.14 ISSUE FOR OPERATIONAL WORKS MS AY KR NRA 05.09.14 FOR INFORMATION

PROPOSEDEXISTING

LEGEND

PROPERTY BOUNDARY

KERB RAMP

TRAFFIC SIGN

EDGE OF BITUMEN

KERB AND CHANNEL

KERB ONLY

KERB INVERT

FOOTPATH

EXTENT OF BUILDING

EASEMENT

PLANSCALE A

JOIN

S DW

G C0

084

HERCULES STREET

LL

CC

ELEL

CC

EL

EL

CC

CC

EL

15.000

40Km/h SPEED SIGN50Km/h SPEED SIGN

R4-1A

KEEP LEFT SIGNR2-3A

NO U TURN SIGNR2-5A

NO ENTRY SIGNR2-4A

NO ENTRY SIGNR2-4A

NO U TURN SIGNR2-5A

NO STANDING SIGNR5-35R

50Km/h SPEED SIGNR4-1A

NO STANDING SIGNR5-35R

NO STANDING SIGNR5-35L

CCEL

BIKE ONLY SIGNR8-1AANDEND SIGNR7-4A

PEDESTRIANS SIGNW6-1A

CROSSING ARROWS SIGNW8-23A

BIKE LANE SIGNR8-1A

PEDESTRIANS SIGNW6-1A

ANDCROSSING ARROWS SIGN

W8-23A

BIKE LANE SIGNR8-1A

BBL BLLBBL BBL

BLL

BIKE ONLY SIGNR8-1A

10.00010.000

EXISTING NO STANDINGSIGN R5-35RTO REMAIN.

EL

EL

3.5003.500

3.500

R20.000

4.6887.048

50

NSNSNS

NSNS

ELNS

NAME PLATE AND POST'HERCULES STREET' AND 'REMORA AVENUE'

REFER BCC STD DWG BCC-3102

2.600

EL

EL

PROJECT No.

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4 - 1

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COPYRIGHT © - This documentis and shall remain the propertyof Bornhorst & Ward Pty. Ltd.The document may only beused for the purpose for whichit was commisioned and inaccordance with the terms ofengagement. Unauthorised useof this document in any formwhatsoever is prohibited.

1 2 3 4 5 6 7 8 9 10 11

A

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C

D

E

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G

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STATUS

PROJECT NORTH

1 2 3 4 5 6 7 8 9 10 11

APPCHKDESDWNAMENDMENT / ISSUEREV. DATE PROJECT SUBJECT

REVISIONDRAWING No.

APPROVED

RPEQ

ASSOCIATED CONSULTANTS

DATE DATE

CHECKED

A

B

C

D

E

F

G

H

A1 UNREDUCED

A3 REDUCED

UNREDUCED / REDUCEDSCALES

DIMENSIONS IN METRES EXCEPT WHERESHOWN OTHERWISE. CULVERT AND PIPESIZES IN MILLIMETRES

Level 4, 67 Astor Terrace, Spring Hill, QLD 4000

Facsimile

Brisbane AustraliaBornhorst & Ward Pty Ltd

mail@bornhorstward.com.au

A.C.N. 010 151 354www.bornhorstward.com.au

Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354

CIVIL AND STRUCTURAL

12191ECONOMICDEVELOPMENTQUEENSLAND (EDQ)

1/10/14 1/10

K.RENSCHP3-S1-C0083

SIGNS AND LINEMARKINGLAYOUT SHEET 2

10.05.02.50 7.51 : 250 / 1 : 500

12.5m

B

B 01.10.14 ISSUE FOR OPERATIONAL WORKS MS AY KR NRA 05.09.14 FOR INFORMATION

PROPOSEDEXISTING

LEGEND

PROPERTY BOUNDARY

KERB RAMP

TRAFFIC SIGN

EDGE OF BITUMEN

KERB AND CHANNEL

KERB ONLY

KERB INVERT

FOOTPATH

EXTENT OF BUILDING

EASEMENT

PLANPLANSCALE A

PLANSCALE A

JOINS ASIDEPLANSCALE A

JOINS ASIDE

JOINS DWG C0084

CURTIN AVENUE WEST

EL

CC

CC

GW

EL EL

40.000

GIVEWAY SIGNR1-2A

BIKE LANE SIGNR7-1-4

BIKE LANE SIGN R7-1-4BAND

END SIGN R7-4B

LLEL

3.500 3.500 1.500

ALL BICYCLES SIGNG9-60A

REMO

RA ROAD

LLU

LL

EL

EL

EL

EL

ELCC

EL

EL

60Km/h SPEED SIGNR4-1A

20.000

20.000

20.000

20.000

NON STANDARD LINEMARKED ARROWREFER DRG C0080 FOR DETAILS

NO STANDING SIGNR3-35R

BIKE LANE SIGN R7-1-4BAND

END SIGN R7-4B

FOR BUS BAY SIGNAGEAND PAVEMENT

MARKING REFER BCCSTD DWG BSD-2103.

LL

ELEL

3.500 3.5001.500

3.500 3.5001.500

ELEL

KEEP LEFT SIGN

PROJECT No.

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4 - 1

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COPYRIGHT © - This documentis and shall remain the propertyof Bornhorst & Ward Pty. Ltd.The document may only beused for the purpose for whichit was commisioned and inaccordance with the terms ofengagement. Unauthorised useof this document in any formwhatsoever is prohibited.

1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

F

G

H

STATUS

PROJECT NORTH

1 2 3 4 5 6 7 8 9 10 11

APPCHKDESDWNAMENDMENT / ISSUEREV. DATE PROJECT SUBJECT

REVISIONDRAWING No.

APPROVED

RPEQ

ASSOCIATED CONSULTANTS

DATE DATE

CHECKED

A

B

C

D

E

F

G

H

A1 UNREDUCED

A3 REDUCED

UNREDUCED / REDUCEDSCALES

DIMENSIONS IN METRES EXCEPT WHERESHOWN OTHERWISE. CULVERT AND PIPESIZES IN MILLIMETRES

Level 4, 67 Astor Terrace, Spring Hill, QLD 4000

Facsimile

Brisbane AustraliaBornhorst & Ward Pty Ltd

mail@bornhorstward.com.au

A.C.N. 010 151 354www.bornhorstward.com.au

Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354

CIVIL AND STRUCTURAL

12191ECONOMICDEVELOPMENTQUEENSLAND (EDQ)

1/10/14 1/10

K.RENSCHP3-S1-C0084

SIGNS AND LINEMARKINGLAYOUT SHEET 3

10.05.02.50 7.51 : 250 / 1 : 500

12.5m

B

B 01.10.14 ISSUE FOR OPERATIONAL WORKS MS AY KR NRA 05.09.14 FOR INFORMATION

PROPOSEDEXISTING

LEGEND

PROPERTY BOUNDARY

KERB RAMP

TRAFFIC SIGN

EDGE OF BITUMEN

KERB AND CHANNEL

KERB ONLY

KERB INVERT

FOOTPATH

EXTENT OF BUILDING

EASEMENT

PLANSCALE A

JOIN

S DW

G C0

085

JOIN

S DW

G C0

082

JOINS DWG C0083

MACARTHUR AVENUE

STL

STL

LL

TL

TL

LL

TL

LL

CC

PC

PC

PC

PCSTL

PC PC

LLU

EL

LL

EL

CCT

STL

STL

LLU

EL

EL

12.000

EL

12.000

R20

R40

R50

TL

R37

LLU

LLU

LLUCCT

EL

10.00

0

12.000

4.50

0

1.50

0

3.0001.500

3.00

01.

500

EL

EL

EL

EL

6.00015.00015.000

40Km/h SPEED SIGNR4-1A50Km/h SPEED SIGN

R4-1A

60Km/h SPEED SIGNR4-1A

60Km/h SPEED SIGNR4-1A

TAXI ZONE SIGNR5-21L ANDNO STANDING SIGNR5-35R

NO STANDING SIGNR5-35L

6.0006.000

20.000

3.000

NON STANDARD LINEMARKED ARROWREFER DRG C0080 FOR DETAILS

20.000

60Km/h SPEED SIGNR4-1A

TAXI ZONE SIGNR5-21R

AND NO STANDING SIGNR5-35L

ONE WAY SIGNR2-2

BIKE LANE SIGNR7-1-4BANDEND SIGNR7-4B

BIKE ONLY SIGNR8-1A

SHARED PEDESTRIANAND BIKE SIGN R8-2A

20.000

20.000

BLLBBL

BBL

EL

TL

R104.25

R100.9

TL

R28.540

3.5003.500

3.5003.500

6.000

KEEP LEFT SIGNR2-3A

2.50

0

2.50

0

3.50

03.

500

3.50

0

3.500 3.5001.500

ELEL

NS

SHARED PEDESTRIANAND BIKE SIGN R8-2A

NO STANDING SIGNR5-35R

40Km/h SPEED SIGNR4-1A

NO RIGHT TURN R2-6R(MOUNTED TO SIGNALS)

BIKE ONLY SIGNR8-1A

SHARED PEDESTRIANAND BIKE SIGN R8-2A

HERCULESSTREET

PORTSIDEWHARF

TAXI ZONE SIGNR5-21R AND

NO STANDING SIGNR5-35L

60Km/h SPEED SIGNR4-1A

TAXI ZONE SIGNR5-21L ANDNO STANDING SIGNR5-35R

U-TURN PERMITTED SIGN.R2-15A (MOUNT TO TRAFFICSIGNAL POST)

CC

=

=

ALL BICYCLE SIGNG9-60A

EL

EL

PROJECT No.

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Oct

02,

201

4 - 1

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COPYRIGHT © - This documentis and shall remain the propertyof Bornhorst & Ward Pty. Ltd.The document may only beused for the purpose for whichit was commisioned and inaccordance with the terms ofengagement. Unauthorised useof this document in any formwhatsoever is prohibited.

1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

F

G

H

STATUS

PROJECT NORTH

1 2 3 4 5 6 7 8 9 10 11

APPCHKDESDWNAMENDMENT / ISSUEREV. DATE PROJECT SUBJECT

REVISIONDRAWING No.

APPROVED

RPEQ

ASSOCIATED CONSULTANTS

DATE DATE

CHECKED

A

B

C

D

E

F

G

H

A1 UNREDUCED

A3 REDUCED

UNREDUCED / REDUCEDSCALES

DIMENSIONS IN METRES EXCEPT WHERESHOWN OTHERWISE. CULVERT AND PIPESIZES IN MILLIMETRES

Level 4, 67 Astor Terrace, Spring Hill, QLD 4000

Facsimile

Brisbane AustraliaBornhorst & Ward Pty Ltd

mail@bornhorstward.com.au

A.C.N. 010 151 354www.bornhorstward.com.au

Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354

CIVIL AND STRUCTURAL

12191ECONOMICDEVELOPMENTQUEENSLAND (EDQ)

1/10/14 1/10

K.RENSCHP3-S1-C0085

SIGNS AND LINEMARKINGLAYOUT SHEET 4

10.05.02.50 7.51 : 250 / 1 : 500

12.5m

B

B 01.10.14 ISSUE FOR OPERATIONAL WORKS MS AY KR NRA 05.09.14 FOR INFORMATION

PROPOSEDEXISTING

LEGEND

PROPERTY BOUNDARY

KERB RAMP

TRAFFIC SIGN

EDGE OF BITUMEN

KERB AND CHANNEL

KERB ONLY

KERB INVERT

FOOTPATH

EXTENT OF BUILDING

EASEMENT

PLANSCALE A

JOIN

S DW

G C0

084

JOIN

S DW

G C0

086

MACARTHUR AVENUE

FINN

EGAN STREET

WHARF CLO

SE

LL

EL

LL

EL

EL

CCT

LLU

LLU

STL PC

PC

TLTL

TL

TL

CL

STL

PCPC

STL

STL

CC

LL

44.60912.000

12.000

R16

R25

R15

R10

R21

R10

20.000

1.500

3.000

6.00

0

3.000 1.500

1.50

0

CCT

TLR120

CC

PCPC

12.000

3.00

0

1.500

EL EL

EL EL

LL

EL

EL

EL

EL

KEEP LEFT SIGNR2-3A

KEEP LEFT SIGNR2-3A(MOUNT TO TRAFFIC SIGNAL)

NO ENTRY SIGNR2-4A

3.50

03.

500

3.00

0 1.50

0 3.50

03.

500

60Km/h SPEED SIGNR4-1A

TAXI ZONE SIGNR5-21L ANDNO STANDING SIGNR5-35R

NON STANDARD LINEMARKED ARROWREFER DRG C0080 FOR DETAILS

6.000

20.000

20.000

NO ENTRY SIGNR2-4A

ONE WAY SIGN R2-2LEFT TURN ONLY R2-14A

ONE WAY SIGNR2-2L

60Km/h SPEED SIGNR4-1A

TAXI ZONE SIGNR5-21R

AND NO STANDING SIGNR5-35L

ONE WAY SIGNR2-2

NON STANDARD LINEMARKED ARROWREFER DRG C0080 FOR DETAILS

60Km/h SPEED SIGNR4-1A

NO U-TURN SIGNR2-5A

SHARED PEDESTRIANAND BIKE SIGN R8-2A

SHARED PEDESTRIAN AND BIKE SIGNR8-2A

SHARED PEDESTRIAN AND BIKE SIGNR8-2A

BIKE ONLY SIGNR8-1A

20.000

BLLBBL

EL

6.000

6.000

6.00

0

10.000

20.000 20.000

2.50

0

2.50

0

3.50

03.

500

3.50

0

3.50

03.

500

3.50

0

'REMORA AVENUE' AND 'MACARTHUR AVENUE'REFER BCC STD DWG BSD-3102.

MACARTHUR AVENUEG2-2 (DOUBLE END)

ADVANCE STREET SIGN.WHARF CLOSE (SINGLE END).

G2-2

12.0

00

NAME PLATE AND POST'MACARTHUR AVENUE' & 'FINNEGAN STREET'.REFER BCC STD DWD BSD-3102

NON STANDARD LINEMARKED ARROWREFER DRG C0080 FOR DETAILS

NO ENTRY SIGNR2-4A

NO ENTRY SIGNR2-4A

NO ENTRY SIGNR2-4ATAXI ZONE SIGN

R5-21R ANDNO STANDING SIGN

R5-35L

NO ENTRY SIGNR2-4A

60Km/h SPEED SIGNR4-1A

TAXI ZONE SIGNR5-21L ANDNO STANDING SIGNR5-35R

CROSSING ARROWS SIGNW8-23A

PEDESTRIAN SIGNW6-1A

SHARED PEDESTRIANAND BIKE SIGN

R8-2ABIKE ONLY SIGN

R8-1AREMOVE EXISTING

'SHORT TERM' CAPARK & SIGNS,POSTS AND FOOTINGS. MOUNT

SIGNS TO CHAIN WIRE FENCE.

REMOVE EXISTING 'TRUCK COACHENTRY' & SIGNS, POSTS AND

FOOTINGS. MOUNT SIGNS TO CHAINWIRE FENCE.

ONE WAY R2-2LAND NO RIGHT TURN R2-6R

NAME PLATE AND POST'WHARF CLOSE' AND 'MACARTHUR AVENUE'

REFER BCC STD DWG BSD-3102

U-TURN PERMITTED SIGN.R2-15A (MOUNT TO

TRAFFIC SIGNAL POST)U-TURN PERMITTED SIGN.R2-15A (MOUNT TO TRAFFIC

LLU

LLU

LLU

LLU

NS

PROJECT No.

0 10 20 4030 50 100 150

CLIENT

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STED

MAN

on

Oct

02,

201

4 - 1

2:09

COPYRIGHT © - This documentis and shall remain the propertyof Bornhorst & Ward Pty. Ltd.The document may only beused for the purpose for whichit was commisioned and inaccordance with the terms ofengagement. Unauthorised useof this document in any formwhatsoever is prohibited.

1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

F

G

H

STATUS

PROJECT NORTH

1 2 3 4 5 6 7 8 9 10 11

APPCHKDESDWNAMENDMENT / ISSUEREV. DATE PROJECT SUBJECT

REVISIONDRAWING No.

APPROVED

RPEQ

ASSOCIATED CONSULTANTS

DATE DATE

CHECKED

A

B

C

D

E

F

G

H

A1 UNREDUCED

A3 REDUCED

UNREDUCED / REDUCEDSCALES

DIMENSIONS IN METRES EXCEPT WHERESHOWN OTHERWISE. CULVERT AND PIPESIZES IN MILLIMETRES

Level 4, 67 Astor Terrace, Spring Hill, QLD 4000

Facsimile

Brisbane AustraliaBornhorst & Ward Pty Ltd

mail@bornhorstward.com.au

A.C.N. 010 151 354www.bornhorstward.com.au

Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354

CIVIL AND STRUCTURAL

12191ECONOMICDEVELOPMENTQUEENSLAND (EDQ)

1/10/14 1/10

K.RENSCHP3-S1-C0086

SIGNS AND LINEMARKINGLAYOUT SHEET 5

10.05.02.50 7.51 : 250 / 1 : 500

12.5m

B

B 01.10.14 ISSUE FOR OPERATIONAL WORKS MS AY KR NRA 05.09.14 FOR INFORMATION

PROPOSEDEXISTING

LEGEND

PROPERTY BOUNDARY

KERB RAMP

TRAFFIC SIGN

EDGE OF BITUMEN

KERB AND CHANNEL

KERB ONLY

KERB INVERT

FOOTPATH

EXTENT OF BUILDING

EASEMENT

BUS BAY SETDOWN

PLANSCALE A

JOIN

S DW

G C0

016

MACARTHUR AVENUE

CC

LL

LL

CC

40.000

EL

EL

EL

EL

ELCC

EL

CC

CC

NO ENTRY SIGNR2-4A

NO ENTRY SIGNR2-4A

NO U-TURN SIGNR2-5A

NO U-TURN SIGNR2-5A

KEEP LEFT SIGNR2-3A

NO STANDING SIGNR3-35R

60Km/h SPEED SIGNR4-1A

NO STANDING SIGNR3-35L

FORM 1 LANE SIGNG9-15

ROAD AHEAD SIGNW6-8A

BIKE ONLY SIGNR8-1A,

END SIGNR7-4A

ANDCYCLIST DISMOUNT SIGN

G9-58A

BIKE ONLY SIGNR8-1A

BLL BBL

BL

100.000

10.000

PROJECT No.

0 10 20 4030 50 100 150

CLIENT

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Oct

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4 - 1

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COPYRIGHT © - This documentis and shall remain the propertyof Bornhorst & Ward Pty. Ltd.The document may only beused for the purpose for whichit was commisioned and inaccordance with the terms ofengagement. Unauthorised useof this document in any formwhatsoever is prohibited.

1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

F

G

H

STATUS

PROJECT NORTH

1 2 3 4 5 6 7 8 9 10 11

APPCHKDESDWNAMENDMENT / ISSUEREV. DATE PROJECT SUBJECT

REVISIONDRAWING No.

APPROVED

RPEQ

ASSOCIATED CONSULTANTS

DATE DATE

CHECKED

A

B

C

D

E

F

G

H

A1 UNREDUCED

A3 REDUCED

UNREDUCED / REDUCEDSCALES

DIMENSIONS IN METRES EXCEPT WHERESHOWN OTHERWISE. CULVERT AND PIPESIZES IN MILLIMETRES

Level 4, 67 Astor Terrace, Spring Hill, QLD 4000

Facsimile

Brisbane AustraliaBornhorst & Ward Pty Ltd

mail@bornhorstward.com.au

A.C.N. 010 151 354www.bornhorstward.com.au

Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354

CIVIL AND STRUCTURAL

12191ECONOMICDEVELOPMENTQUEENSLAND (EDQ)

1/10/14 1/10

K.RENSCH

B

B 01.10.14 ISSUE FOR OPERATIONAL WORKS MS AY KR NRA 05.09.14 FOR INFORMATION

P3-S1-C0090

STORMWATER DRAINAGECATCHMENT LAYOUT

3020100 50401 : 1000 / 1 : 2000

m

PLANSCALE A

PROPOSEDEXISTING

LEGEND

TREE

FENCE

EXTENT OF WORKS

PROPERTY BOUNDARY

STORMWATER DRAINAGE

EDGE OF BITUMEN

KERB AND CHANNEL

KERB ONLY

RETAINING WALLTOE OF WALL

TOP OF WALL

KERB INVERT

EXTENT OF BUILDING

EASEMENT

BATTERTOE OF BATTER

TOP OF BATTER

CATCHMENT BOUNDARY

3020100 50401 : 1000 / 1 : 2000

m

CONTOURS5252

CATCHMENT AREA (Ha) AREA (Ha)CATCHMENT

CATCHMENT TABLE

1.4.21.4.31.4.41.8.11.8.21.8.31.9.11.9.2

1.12.11.12.21.13.11.13.21.14.11.14.2

0.65650.11910.32480.07240.08200.46430.06010.06100.06520.06540.02580.02580.05830.1947

7.1

9.2

7.37.2

6.16.2

1.14.42.13.1

1.14.3

0.0297

0.1618

0.48120.0322

0.09830.0496

0.3567

1.00080.6721

0.1320

5.9 0.1206

14.2

15.116.118.1

20.121.2

22.123.124.124.2

0.1546

0.07650.04280.1471

1.21940.1414

0.18560.15780.19010.1099

EX2.1EX 1.6

RW 1.1

28.1

0.57680.1488

0.7405

0.5960

RW 2.1 0.2324

14.3 0.1196

EX1/32 1.7614EX50.1 0.2937

1.4.1 0.1171

21.3 0.0733

32.1 0.0756

RW 3.1 0.7649RW 4.1 0.4812

13.1 0.143012.2 0.3163

5.7 0.4932

TOE OF WALL

TOP OF WALL

TOE OF BATTER

TOP OF BATTER

4.6 0.17514.8 0.1954

8.4 0.1679

18.2 0.0849

3.30

4.10

2.90 2.80

3.603.50

3.40

3.903.803.703.60

3.50

3.50

3.40

3.40

3.40

3.30

3.30

4.30

3.90

3.80

3.70

3.60

3.50

3.40

3.20

3.203.20

3.103.10

3.10

2.90

2.90

2.80

2.80

2.80

2.80

2.702.70

2.702.70

2.60 2.60

4.504.4

04.2

0 4.20

4.10 4.10

3.90

3.903.90

3.90

3.903.90

3.903.90

3.80

3.80

3.80

3.80

3.803.80

3.80

3.80 3.80

3.70

3.70

3.70

3.70

3.70

3.703.70

3.70 3.70

3.60

3.60

3.60

3.60

3.60

3.60

3.60

3.60

3.50

3.50

3.50

3.50

3.50

3.50

3.50

3.50

3.503.503.50

3.50

3.50

3.40

3.40

3.40

3.40

3.40

3.40

3.40

3.40

3.40

3.403.40 3.40

3.403.403.40

3.40

3.40

3.40

3.403.403.40

3.30

3.30

3.30

3.30

3.30

3.30

3.30

3.30

3.303.30 3.30

3.30

3.30

3.303.303.30

3.30

3.30

3.30

3.30

3.30

3.20

3.20

3.20

3.20

3.20

3.20

3.20

3.20

3.20

3.20

3.20

3.20

3.20

3.20

3.20

3.203.20 3.20

3.20

3.20

3.203.20

3.20

3.10

3.10

3.10

3.10

3.10

3.10

3.103.10

3.10

3.10

3.10

3.10

3.10

3.10 3.10

3.103.10

3.10

2.90

2.90

2.90

2.90

2.90

2.90

2.90

2.90

2.90

2.90

2.90

2.80

2.80

2.80

2.80

2.80

2.80

2.80

2.80

2.80

2.80

2.70

2.70

2.702.60

2.60

2.50

2.50

4.00

3.00

4.00

4.00

3.00

3.00

4.00

4.004.00

4.00 4.00

3.00

3.00

3.003.00

3.00

3.00

3.00

3.00

3.00

3.00

3.00

3.00

3.00

3.00

3.00

3.00

TM

HARB

OU

R RO

AD

MACARTHUR AVENUE

KINGSFORD SMITH DRIVE

CURTIN AVENUE WEST

REMO

RA ROAD

HERCULES STREET

MACARTHUR AVENUE

1.9.1

1.12.1

1.13.1

1.14.3

1.13.2

1.14.2

28.1

4.6

15.116.1

22.1

21.221.3

RW2.1

32.15.9

RW3.1

EX1/32

2.1

EX50.1

1.4.2

3.1

1.4.31.4.1

1.4.4

24.1 24.2 9.2

8.47.27.1

RW4.1 RW1.1

1.8.31.9.2

1.8.2

1.8.1

14.3

6.214.2

6.1

13.112.2

1.12.2

1.14.1

1.14.4EX1.6

EX2.1

4.8

18.2

26.2

20.1

5.7

18.1

23.1

FINN

EGAN STREET

WHARF CLO

SE

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COPYRIGHT © - This documentis and shall remain the propertyof Bornhorst & Ward Pty. Ltd.The document may only beused for the purpose for whichit was commisioned and inaccordance with the terms ofengagement. Unauthorised useof this document in any formwhatsoever is prohibited.

1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

F

G

H

STATUS

1 2 3 4 5 6 7 8 9 10 11

APPCHKDESDWNAMENDMENT / ISSUEREV. DATE PROJECT SUBJECT

REVISIONDRAWING No.

APPROVED

RPEQ

ASSOCIATED CONSULTANTS

DATE DATE

CHECKED

A

B

C

D

E

F

G

H

Level 4, 67 Astor Terrace, Spring Hill, QLD 4000

Facsimile

Brisbane AustraliaBornhorst & Ward Pty Ltd

mail@bornhorstward.com.au

A.C.N. 010 151 354www.bornhorstward.com.au

Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354

CIVIL AND STRUCTURAL

12191ECONOMICDEVELOPMENTQUEENSLAND (EDQ)

1/10/14 1/10

K.RENSCH

B

B 01.10.14 ISSUE FOR OPERATIONAL WORKS MS AY KR NRA 05.09.14 FOR INFORMATION

P3-S1-C0092

STORMWATER DRAINAGECALCULATION TABLESSHEET 1

STORMWATER DRAINAGE CALCULATION TABLES

PROJECT No.

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COPYRIGHT © - This documentis and shall remain the propertyof Bornhorst & Ward Pty. Ltd.The document may only beused for the purpose for whichit was commisioned and inaccordance with the terms ofengagement. Unauthorised useof this document in any formwhatsoever is prohibited.

1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

F

G

H

STATUS

1 2 3 4 5 6 7 8 9 10 11

APPCHKDESDWNAMENDMENT / ISSUEREV. DATE PROJECT SUBJECT

REVISIONDRAWING No.

APPROVED

RPEQ

ASSOCIATED CONSULTANTS

DATE DATE

CHECKED

A

B

C

D

E

F

G

H

Level 4, 67 Astor Terrace, Spring Hill, QLD 4000

Facsimile

Brisbane AustraliaBornhorst & Ward Pty Ltd

mail@bornhorstward.com.au

A.C.N. 010 151 354www.bornhorstward.com.au

Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354

CIVIL AND STRUCTURAL

12191ECONOMICDEVELOPMENTQUEENSLAND (EDQ)

1/10/14 1/10

K.RENSCH

B

B 01.10.14 ISSUE FOR OPERATIONAL WORKS MS AY KR NRA 05.09.14 FOR INFORMATION

P3-S1-C0093

STORMWATER DRAINAGECALCULATION TABLESSHEET 2

STORMWATER DRAINAGE CALCULATION TABLES

PROJECT No.

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4 - 1

2:08

COPYRIGHT © - This documentis and shall remain the propertyof Bornhorst & Ward Pty. Ltd.The document may only beused for the purpose for whichit was commisioned and inaccordance with the terms ofengagement. Unauthorised useof this document in any formwhatsoever is prohibited.

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APPCHKDESDWNAMENDMENT / ISSUEREV. DATE PROJECT SUBJECT

REVISIONDRAWING No.

APPROVED

RPEQ

ASSOCIATED CONSULTANTS

DATE DATE

CHECKED

A

B

C

D

E

F

G

H

Level 4, 67 Astor Terrace, Spring Hill, QLD 4000

Facsimile

Brisbane AustraliaBornhorst & Ward Pty Ltd

mail@bornhorstward.com.au

A.C.N. 010 151 354www.bornhorstward.com.au

Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354

CIVIL AND STRUCTURAL

12191ECONOMICDEVELOPMENTQUEENSLAND (EDQ)

1/10/14 1/10

K.RENSCH

B

B 01.10.14 ISSUE FOR OPERATIONAL WORKS MS AY KR NRA 05.09.14 FOR INFORMATION

P3-S1-C0094

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STORMWATER DRAINAGE CALCULATION TABLES

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COPYRIGHT © - This documentis and shall remain the propertyof Bornhorst & Ward Pty. Ltd.The document may only beused for the purpose for whichit was commisioned and inaccordance with the terms ofengagement. Unauthorised useof this document in any formwhatsoever is prohibited.

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A

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C

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STATUS

1 2 3 4 5 6 7 8 9 10 11

APPCHKDESDWNAMENDMENT / ISSUEREV. DATE PROJECT SUBJECT

REVISIONDRAWING No.

APPROVED

RPEQ

ASSOCIATED CONSULTANTS

DATE DATE

CHECKED

A

B

C

D

E

F

G

H

Level 4, 67 Astor Terrace, Spring Hill, QLD 4000

Facsimile

Brisbane AustraliaBornhorst & Ward Pty Ltd

mail@bornhorstward.com.au

A.C.N. 010 151 354www.bornhorstward.com.au

Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354

CIVIL AND STRUCTURAL

12191ECONOMICDEVELOPMENTQUEENSLAND (EDQ)

1/10/14 1/10

K.RENSCH

B

B 01.10.14 ISSUE FOR OPERATIONAL WORKS MS AY KR NRA 05.09.14 FOR INFORMATION

P3-S1-C0095

STORMWATER DRAINAGECALCULATION TABLESSHEET 4

STORMWATER DRAINAGE CALCULATION TABLES

PROJECT No.

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COPYRIGHT © - This documentis and shall remain the propertyof Bornhorst & Ward Pty. Ltd.The document may only beused for the purpose for whichit was commisioned and inaccordance with the terms ofengagement. Unauthorised useof this document in any formwhatsoever is prohibited.

1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

F

G

H

STATUS

1 2 3 4 5 6 7 8 9 10 11

APPCHKDESDWNAMENDMENT / ISSUEREV. DATE PROJECT SUBJECT

REVISIONDRAWING No.

APPROVED

RPEQ

ASSOCIATED CONSULTANTS

DATE DATE

CHECKED

A

B

C

D

E

F

G

H

Level 4, 67 Astor Terrace, Spring Hill, QLD 4000

Facsimile

Brisbane AustraliaBornhorst & Ward Pty Ltd

mail@bornhorstward.com.au

A.C.N. 010 151 354www.bornhorstward.com.au

Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354

CIVIL AND STRUCTURAL

12191ECONOMICDEVELOPMENTQUEENSLAND (EDQ)

1/10/14 1/10

K.RENSCH

B

B 01.10.14 ISSUE FOR OPERATIONAL WORKS MS AY KR NRA 05.09.14 FOR INFORMATION

P3-S1-C0096

STORMWATER DRAINAGECALCULATION TABLESSHEET 5

STORMWATER DRAINAGE CALCULATION TABLES

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COPYRIGHT © - This documentis and shall remain the propertyof Bornhorst & Ward Pty. Ltd.The document may only beused for the purpose for whichit was commisioned and inaccordance with the terms ofengagement. Unauthorised useof this document in any formwhatsoever is prohibited.

1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

F

G

H

STATUS

1 2 3 4 5 6 7 8 9 10 11

APPCHKDESDWNAMENDMENT / ISSUEREV. DATE PROJECT SUBJECT

REVISIONDRAWING No.

APPROVED

RPEQ

ASSOCIATED CONSULTANTS

DATE DATE

CHECKED

A

B

C

D

E

F

G

H

Level 4, 67 Astor Terrace, Spring Hill, QLD 4000

Facsimile

Brisbane AustraliaBornhorst & Ward Pty Ltd

mail@bornhorstward.com.au

A.C.N. 010 151 354www.bornhorstward.com.au

Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354

CIVIL AND STRUCTURAL

12191ECONOMICDEVELOPMENTQUEENSLAND (EDQ)

1/10/14 1/10

K.RENSCH

B

B 01.10.14 ISSUE FOR OPERATIONAL WORKS MS AY KR NRA 05.09.14 FOR INFORMATION

P3-S1-C0097

STORMWATER DRAINAGECALCULATION TABLESSHEET 6

STORMWATER DRAINAGE CALCULATION TABLES

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201

4 - 1

2:07

COPYRIGHT © - This documentis and shall remain the propertyof Bornhorst & Ward Pty. Ltd.The document may only beused for the purpose for whichit was commisioned and inaccordance with the terms ofengagement. Unauthorised useof this document in any formwhatsoever is prohibited.

1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

F

G

H

STATUS

1 2 3 4 5 6 7 8 9 10 11

APPCHKDESDWNAMENDMENT / ISSUEREV. DATE PROJECT SUBJECT

REVISIONDRAWING No.

APPROVED

RPEQ

ASSOCIATED CONSULTANTS

DATE DATE

CHECKED

A

B

C

D

E

F

G

H

Level 4, 67 Astor Terrace, Spring Hill, QLD 4000

Facsimile

Brisbane AustraliaBornhorst & Ward Pty Ltd

mail@bornhorstward.com.au

A.C.N. 010 151 354www.bornhorstward.com.au

Phone (07) 3013 4699(07) 3013 4611

A.B.N. 78 010 151 354

CIVIL AND STRUCTURAL

12191ECONOMICDEVELOPMENTQUEENSLAND (EDQ)

1/10/14 1/10

K.RENSCH

B

B 01.10.14 ISSUE FOR OPERATIONAL WORKS MS AY KR NRA 05.09.14 FOR INFORMATION

P3-S1-C0098

STORMWATER DRAINAGECALCULATION TABLESSHEET 7

STORMWATER DRAINAGE CALCULATION TABLES