8.8 attachment 8 civil plans - armadale.wa.gov.au

Proposed Educational Establishment and Place of Worship |

8.8 ATTACHMENT 8 – CIVIL PLANS

Mdonaldson

Documents Received Stamp

28.4

28.2

28.0

28.6

28.4

28.6

28.0

27.8

28.2

29.8

29.4

28.2

28.2

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27.028

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WMWMWA

WA

WAWA

Earth

MATCH LINE PLAN A

MATCH LINE PLAN B

MATCH LINE PLAN A

MATCH LINE PLAN B

OXLEY ROAD

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190

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R12

R12

R100R100

R1560

R1560

DEMOLISH 33.1m OF EXISTINGW-BEAM BARRIER.

CONTRACTOR SHALL SUPPLY ANDINSTALL 33.1m OF W-BEAM BARRIER

TO MAIN ROADS WA SPECIFICATIONS.

DEMOLISH 33.1m OF EXISTINGW-BEAM BARRIER.CONTRACTOR SHALL SUPPLY ANDINSTALL 33.1m OF W-BEAMBARRIER TO MAIN ROADS WASPECIFICATIONS.

3.5 3.5 3.5 3.5

3.5 3.5

LEFT TURN DECELERATION LANEDESIGNED TO AUSTROADS GUIDE TOROAD DESIGN PART AA, TABLE 5.2FOR CONDITION & 2.5m/sec2 TO MAINROADS WA REQUIREMENTS.

16.0

WESTERN POWER TO RELOCATE EXISTINGSTAY POLE TO SUIT PROPOSED PAVEMENTWIDENING AND INTERSECTION.

THE CONTRACTOR SHALLACCURATELY LOCATE ALL MAJORWATER CORPORATION WATERINFRASTRUCTURE ON THE WESTERNSIDE OF NICHOLSON ROADINCLUDING 1200 AND 1300 DIAMETERMAJOR TRUNK MAINS AND ALLASSOCIATED VALVES AND LIDS.

27.627.4

27.227.0

26.826.6

26.4

28.8

29.0

28.6

28.0

27.0

27.0

27.0

26.4

26.4

27.6

27.2

27.4

WMWM

WA

WAWA

MATCH LINE PLAN A

MATCH LINE PLAN B

MATCH LINE PLAN A

MATCH LINE PLAN B

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399.9

R1560

R1560

3.5

RIGHT TURN DECELERATION ANDINTERSECTION WIDENING TO MAINROADS WA AUR TREATMENT FIGUREA-47 FOR 90KpH DESIGN SPEED.DESIGN VEHICLE IN NICHOLSONROAD IS RAV4 (27.5m).

THE CONTRACTOR SHALLACCURATELY LOCATE ALL MAJORWATER CORPORATION WATERINFRASTRUCTURE ON THE WESTERNSIDE OF NICHOLSON ROADINCLUDING 1200 AND 1300 DIAMETERMAJOR TRUNK MAINS AND ALLASSOCIATED VALVES AND LIDS.

FOR INFORMATION ONLYNOT TO BE USED FOR CONSTRUCTION PURPOSES

1:5000 5m 1510 20 25 30 454035 50 55 706560 75

WARNINGBEWARE OF UNDERGROUND SERVICES

1100DIALBEFORE YOU DIG

The location of underground cables areapproximate only and their exact positionshould be checked on site. No guarantee isgiven that all existing cables and servicesare shown. Locate all underground cablesand services before commencement of work.Refer to Worksafe Regulation 3.21.

N

NOTES1. DRAWING SHALL BE READ IN CONJUNCTION WITH THE CONTRACT DOCUMENTS AND SPECIFICATION.

2. PRIOR TO CUTTING OR FILLING, THE SITE AREAS SHALL BE CLEARED, AND TOPSOIL STOCKPILED ASSPECIFIED.

3. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE SHOWN.

4. DUST CONTROL TO BE THE RESPONSIBILITY OF CONTRACTOR.

5. EXISTING FEATURES AND LEVELS AS SUPPLIED BY SHIRE OF THREE SPRINGS.

6. ALL DESIGN LEVELS AND SET OUT POINTS SHALL BE LOCATED FROM BENCH MARKS ESTABLISHED BY ALICENSED SURVEYOR.

7. THE CONTRACTOR SHALL PROVIDE CERTIFICATION THAT EARTHWORKS HAVE BEEN CONSTRUCTED INACCORDANCE WITH DRAWING AND THE SPECIFICATION.

8. THE CONTRACTOR IS RESPONSIBLE FOR THE WORKS AND SHALL ORGANISE A DILAPIDATION SURVEY ASREQUIRED.

9. LEVELS ARE RELATIVE TO AHD.

10. THE CONTRACTOR SHALL OBTAIN 'DIAL BEFORE YOU DIG' SERVICE INFORMATION ON THE AREA AFFECTED BYTHE WORKS PRIOR TO ANY CONSTRUCTION.

11. THE CONTRACTOR SHALL REINSTATE ALL PUBLIC OR PRIVATE PROPERTY THAT HAS BEEN AFFECTED BY THEWORKS TO AN ORIGINAL OR SUPERIOR CONDITION OF ITS ORIGINAL STATE.

12. A LICENSED SURVEYOR SHALL BE USED BY THE CONTRACTOR TO SETOUT ALL WORKS ASSOCIATED WITHTHE RETAINING WALLS.

13. THE CONTRACTOR SHALL NOT SCALE OFF OF THESE DRAWINGS. WHERE A DISCREPANCY EXISTS BETWEENTHE MODEL, THE DRAWINGS, THE BOQ, THE SPECIFICATION OR ANY OTHER DOCUMENT OR INSTRUCTION,THE CONTRACTOR SHALL BRING THIS / THESE DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THESUPERINTENDENT. SCALING QUANTITIES FROM THESE DRAWINGS IS NOT AN ACCEPTABLE METHOD OFCALCULATING QUANTITIES.

14. RETAINED TREES TO BE PROTECTED IN ACCORDANCE WITH AS4970-2009.

LEGEND

DESIGN FINISHED SURFACE CONTOUR (0.2m INTERVAL)17.6

17.5 EXISTING CONTOUR LEVEL (0.5m INTERVAL)

PROPOSED GUTTER LEVELS

21.0

4

TREES TO BE REMOVED

SWALE PROPOSED

PROPOSED VERGE LEVELS

21.3

2

TREES TO NOT BE REMOVED

PLANSCALE 1:500

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A 17/12/20 CK CK ISSUED FOR INFORMATION DESIGNED DESIGN REVIEW

DRAFTER

CLIENT

PROJECT

DRAFTING CHECK REVIEWEDPROJECT MANAGER

APPROVEDPROJECT DIRECTOR

SHEET PROJECT No.

TITLE

REVISIONDRAWING No.

AMENDMENTDESIGNREVIEWDATE

DRAFTINGCHECK

121110987654321

121110987654321

H

G

F

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DRAFTINGCHECK

DATUMAPP'DP.DIRP.MGR

REV'DWAPC No.

REVNo.

REVNo. SCALE

H

G

F

E

D

C

B

A

APP'DP.DIRP.MGR

REV'D

FORRESTDALE TIA

NICHOLSON ROAD

KC01215.001PCG94A1

COPYRIGHTThe concepts and information contained in this document are the

Copyright of KC Traffic and Transport Pty.Ltd. Use or copying of thedocument in whole or part without the written permission of KC Traffic

and Transport Pty.Ltd. constitutes an infringement of copyright.

KC Traffic and Transport Pty LtdABN 35 148 970 727

7/10 Whipple Street, Balcatta WA 6021Phone: 08 9441 2700

Website: www.kctt.com.au

158631

ROAD LAYOUT PLAN

A

D.CENGAJ

F.BOROVIC

C.KLEYWEG

C.KLEYWEG PCG94A1

Mdonaldson


WMWMMATCH LINE PLAN A

MATCH LINE PLAN B

MATCH LINE PLAN A

MATCH LINE PLAN B

OXLEY ROAD

NICH

OLSO

N RO

AD

PAVEMENT TYPE 2

PAVEMENT TYPE 1

TIE IN TO EXISTINGPAVEMENT

WMWMMATCH LINE PLAN A

MATCH LINE PLAN B

MATCH LINE PLAN A

MATCH LINE PLAN B

NICH

OLSO

N RO

AD

PAVEMENT TYPE 1

PAVEMENT TYPE 2

TIE IN TO EXISTINGPAVEMENT

45mm DENSE GRADED AC14 MAIN ROADS WA INTERSECTIONMIX WITH A15E POLYMER BINDER, WITH A PRIME AT A BAR OF0.6 L/m2, WITH A CURING PERIOD OF 3 TO 7 DAYS INACCORDANCE WITH MAIN ROADS WA SPECIFICATION NO 503BITUMINOUS SURFACING.

180mm THICK GRANITIC CRUSHED ROCK BASECOURSECOMPACTED TO 99% MMDD.

225mm THICK SUB-BASE GRANITICCRUSHED ROCK BASE SUB-BASECOURSE COMPACTED TO 95% MMDD.

SUBGRADE DESIGNED AT CBR 8%WITH MINIMUM COMPACTION TO 94% MMDD.

PAVEMENT TYPE 2- FULL DEPTH PAVEMENTN.T.S.

TYPICAL PAVEMENT JOINTING DETAIL

EXISTING SUB BASE

EXISTING BASE COURSE

EXISTING SUBGRADE

PROPOSED PAVEMENTWEARING COURSE(REFER DETAILS 1 TO 2)

CONSTRUCT PAVEMENTJOINTS AT 45° TO ALLOWFOR DRAINAGE BETWEENPAVEMENT LAYERS(TYP)

EXISTING PAVEMENTWEARING COURSE

45°

45°

N.T.S.

EXISTING BASE COURSE MINIMUM DEPTH OF150mm TO BE CONFIRMED BY CONTRACTOR WITH98%MMDD COMPACTION

EXISTING SUB BASE MINIMUM DEPTH OF120mm TO BE CONFIRMED BY CONTRACTORWITH 95%MMDD COMPACTION

EXISTING SUB GRADE

PAVEMENT TYPE 1 - MILL AND PROFILE EXISTINGN.T.S.

40mm DENSE GRADED AC14 MAIN ROADS WAINTERSECTION MIX WITH A15E POLYMERBINDER, WITH A PRIME AT A BAR OF 0.6 L/m2,WITH A CURING PERIOD OF 3 TO 7 DAYS INACCORDANCE WITH MAIN ROADS WASPECIFICATION NO 503 BITUMINOUSSURFACING.CONTRACTOR SHALL MILL AND REMOVEEXISTING ASPHALT WEARING COURSE TO ADEPTH OF 45mm TO ALLOW LAYING OF NEWPRIME AND DGAC.

PROPOSED ROAD EDGE

LEGEND

EXTENT OF WORKS

EXISTING ROAD

NOTES:1. THE CONTRACTOR SHALL REMOVE ALL EXISTING LINEMARKING IN

THE AREA OF WORKS IN ACCORDANCE WITH ALL MAIN ROADS WASTANDARDS AND STANDARD DRAWING.

2. THE CONTRACTOR SHALL CONSTRUCT TIE-INS BETWEEN THEPROPOSED PAVEMENT AND THE EXISTING PAVEMENTS INACCORDANCE WITH MAIN ROADS WA STANDARD DRAWINGS AND INACCORDANCE WITH THE TYPICAL DETAILS SHOWN ON THIS DRAWING.

3. THE MINIMUM WIDTH OF ANY NEW PAVEMENT CONSTRUCTION ATTAPERED TIE-IN POINTS SHALL BE 300 mm TYPICAL.

4. THE CONTRACTOR SHALL BOX OUT THE EXISTING ASPHALT WEARINGCOURSE LAYER, THE EXISTING BASE COURSE AND SUB BASECOURSES IN ACCORDANCE WITH THE REQUIRED OFFSETS FOR EACHPAVEMENT LAYER AS SHOWN IN THE MAIN ROADS WA STANDARDDRAWINGS.

5. THE CONTRACTOR SHALL ENSURE ALL PAVEMENT CUTS ARE AT 45DEGREES IN THE BASE COURSE AND SUB BASE COURSES TO ENSUREPAVEMENT INTEGRITY FOR THE DRAINAGE OF WATER THROUGH THEPAVEMENT LAYERS.

6. THE PAVEMENT THICKNESS IN THESE DRAWINGS SHALL BE BASED ONA CBR OF 8%.

7. THE CONTRACTOR SHALL RE-USE ALL EXISTING SUB BASE AND BASECOURSE MATERIALS EXCAVATED FROM THE EXISTING ROADPAVEMENT AS SUB-BASE COURSES IN ALL NEW PROPOSED WORKS.

CENTRELINE EXISTING

N


1:5000 5m 1510 20 25 30 454035 50 55 706560 75




PLANSCALE 1:500

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A 17/12/20 CK CK ISSUED FOR INFORMATION

PAVEMENT DETAILS

A

D.CENGAJ

F.BOROVIC

C.KLEYWEG

C.KLEYWEG PCG94A1DESIGNED DESIGN REVIEW

DRAFTER

CLIENT

PROJECT



SHEET PROJECT No.

TITLE

REVISIONDRAWING No.


DRAFTINGCHECK

121110987654321

121110987654321

H

G

F

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D

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A


DRAFTINGCHECK


REV'DWAPC No.

REVNo.

REVNo. SCALE

H

G

F

E

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C

B

A

APP'DP.DIRP.MGR

REV'D

FORRESTDALE TIA

NICHOLSON ROAD

KC01215.001PCG94A1







158631

PAVEMENT TYPE 1MILL AND PROFILE EXISTING ROADWEARING COURSE TO BASE-COURSEAND LAY PRIME SEAL AND 40mmAC14 INTERSECTION MIX.

PAVEMENT TYPE 2NEW FULL DEPTH PAVEMENT.

= 1792.8 m2

= 2405.6 m2

Mdonaldson


WMWMWA

WA

WAWA

Earth

MATCH LINE PLAN A

MATCH LINE PLAN B

MATCH LINE PLAN A

MATCH LINE PLAN B

OXLEY ROAD

NICH

OLSO

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AD RELOCATE EXISTING HAZARDMARKERS 0.5m OF THE NEWEDGE OF ROAD

RELOCATE EXISTINGHAZARD MARKERS 0.5m

OF THE NEW EDGE OFROAD

D4-3AD4-3A

INSTALL 5x LEFT TURNARROWS AT 20m SPACING

INSTALL 145.0mCONTINUITY LINE


INSTALL 267.0m EDGE LINE

INSTALL 140.4m OUTLINEMARKING

INSTALL 11x CHEVRONDIAGONAL MARKINGS, 0.5

WIDE AT 10m SPACING


WMWMWA

WA

WAWA

MATCH LINE PLAN A

MATCH LINE PLAN B

MATCH LINE PLAN A

MATCH LINE PLAN B

NICH

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INSTALL 4x LEFT TURNARROWS AT 20m SPACING


INSTALL 10x CHEVRONDIAGONAL MARKINGS, 0.5WIDE AT 10m SPACING

INSTALL 400.0mEDGE LINE






N

PROPOSED ROAD EDGE

LEGEND

EXTENT OF WORKS

EXISTING ROAD

EXISTING CENTRAL LINE

PROPOSED UNBROKEN LANE OR EDGE LINE

EXISTING UNBROKEN LANE OR EDGE LINE

EXISTING SIGN

NOTES:

1.1. FIT ALL PROPOSED LINEMARKINGS TO EXISTING ONES AT THEIRMEETING POINTS.

1.2. ANY EXISTING LINEMARKINGS THAT INTERFERE WITH THEPROPOSED AND IS NOT THE CONTINUANCE OF THE PROPOSEDTO BE REMOVED.

PROPOSED CONTINUITY LINE

PROPOSED BROKEN LANE LINE

PROPOSED TURN RIGHT ARROW

PROPOSED TURN LEFT ARROW

UNIDIRECTIONAL YELLOW RRPM's

UNIDIRECTIONAL WHITE RRPM's

BI-DIRECTIONAL YELLOW RRPM'S

UNIDIRECTIONAL RED RRPM's

PLANSCALE 1:500

1:5000 5m 1510 20 25 30 454035 50 55 706560 75

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SIGNAGE AND LINEMARKING PLAN

A

D.CENGAJ

F.BOROVIC

C.KLEYWEG

C.KLEYWEG PCG94A1DESIGNED DESIGN REVIEW

DRAFTER

CLIENT

PROJECT



SHEET PROJECT No.

TITLE

REVISIONDRAWING No.


DRAFTINGCHECK

121110987654321

121110987654321

H

G

F

E

D

C

B

A


DRAFTINGCHECK


REV'DWAPC No.

REVNo.

REVNo. SCALE

H

G

F

E

D

C

B

A

APP'DP.DIRP.MGR

REV'D

FORRESTDALE TIA

NICHOLSON ROAD

KC01215.001PCG94A1







158631

Mdonaldson


28.4

28.2

28.0

28.6

28.4

28.6

28.0

27.8

28.2

29.8

29.4

28.2

28.2

28.2

28.2

30.8

30.2

29.4

28.6

29.0

28.4

27.6

27.028

.2

28.2

26.0

27.2

28.2

27.2

29.0

28.4

27.8

27.8

27.8

27.8

27.8

28.4

28.4

28.2

28.8

27.6

WMWM

28.96

28.45

29.48

28.36

28.89

27.00

26.72

25.33

27.78

25.65

31.14

27.68

26.75

26.93

25.19

25.52

27.60

26.34

31.02

30.50

27.36

30.11

25.41

28.81

24.99

27.93

25.21

26.26

27.03

30.88

WA

WA

WAWA

Earth

MATCH LINE PLAN A

MATCH LINE PLAN B

MATCH LINE PLAN A

MATCH LINE PLAN B

OXLEY ROAD

NICH

OLSO

N RO

AD

D

DD

190

180

170

160

150

140

130

120

110

100

90

80

70

60

50

40

30

20

10

00

US=/

DS=

28.31200/20015.5

25.4

CONTRACTOR TO DEMOLISH AND REMOVE 1200mm x 1200mm

RCP CULVERT HEADWALL, EXTEND EXISTING 1200mm x 1200mm

RCP DRAINAGE PIPES BY 4.88 METRES AND CONSTRUCT NEW

CULVERT HEADWALL TO MAIN ROADS WA STANDARDS.

CONTRACTOR SHALL PROVIDE MORTAREDROCK PITCHING TO CULVERT OUTLET INACCORDANCE WITH MAIN ROADS WASTANDARDS AND SPECIFICATIONS.

D/S

U/S/

28.41200 (4) /48.84.88

28.3

NOTE: CONTRACTOR SHALLPROTECT ALL EXISTING DRAINAGE

INFRASTRUCTURE (TYP).

EXISTING

D/S

U/S/

28.16300(4)/ 1559.3

28.10

27.627.4

27.227.0

26.826.6

26.4

28.8

29.0

28.6

28.0

27.0

27.0

27.0

26.4

26.4

27.6

27.2

27.4

WMWM

26.96

26.02

24.97

26.30

27.28

29.23

27.05

25.66

27.26

27.62

26.62

27.60

28.22

26.92

25.56

28.76

28.61

27.05

27.49

25.94

25.52

25.83

25.91

27.88

29.32

26.66

26.14

25.44

25.50

26.70

26.70

29.52

26.93

25.82

26.19

27.02

28.75

26.91

26.44

25.57

27.80

27.55

28.93

26.86

26.45

25.14

27.32

28.29

27.07

28.85

27.91

27.63

26.80

25.17

25.84

25.73

28.57

28.94

27.77

27.16

25.99

25.83

25.74

26.00

29.43

26.50

26.28

25.20

26.57

26.86

29.34

28.63

27.27

25.72

27.08

28.30

26.86

27.72

27.97

27.56

26.66

25.41

28.79

26.85

27.53

25.96

25.36

26.03

25.82

28.35

29.21

27.10

25.75

25.52

26.29

29.11

WA

WAWA

MATCH LINE PLAN A

MATCH LINE PLAN B

MATCH LINE PLAN A

MATCH LINE PLAN B

NICH

OLSO

N RO

AD

390

380

370

360

350

340

330

320

310

300

290

280

270

260

250

240

230

220

210

200

190

399.9

US=/

DS=

27.00300(4)/ 459.0

26.80

US=/

DS=

26.10300(4)/ 55316.6

26.07





PROPOSED ROAD EDGE

LEGEND

EXISTING ROAD EDGE

EXISTING SWALE

PROPOSED CULVERT

PLANSCALE 1:500

DESIGN CONTOURS (0.1m INTERVAL)59.7

EXISTING CONTOURS (0.5m INTERVAL)59.5

N

EXISTING DOUBLE CULVERT TO BE RETAINEDD DD D

EXISTING CULVERT TO BE RETAINEDD D

DIRECTION OF FLOW

DESIGNED DESIGN REVIEW

DRAFTER

CLIENT

PROJECT



SHEET PROJECT No.

TITLE

REVISIONDRAWING No.


DRAFTINGCHECK

121110987654321

121110987654321

H

G

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DRAFTINGCHECK


REV'DWAPC No.

REVNo.

REVNo. SCALE

H

G

F

E

D

C

B

A

APP'DP.DIRP.MGR

REV'D

FORRESTDALE TIA

NICHOLSON ROAD

KC01215.001PCG94A1







158631

1:5000 5m 1510 20 25 30 454035 50 55 706560 75

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DRAINAGE LAYOUT PLAN

A

D.CENGAJ

F.BOROVIC

C.KLEYWEG

C.KLEYWEG PCG94A1

Mdonaldson


3%(TYP) 3%(TYP)

CL

CL0 - N

ICHOLSON CEN

TERLIN

E MARKING

LE0R

- NICHOLS

ON LANE M

ARKINGLE0L - NICHOLSON LANE MARKING CH0R - E

DGE OF P

AVEMEN

T BATT

ER

LE0R

- NICHOLS

ON EDGE L

INE MARKINGLE0L - NICHOLSON EDGE LINE MARKING

CH0L - EDGE OF PAVEMENT BATTER

3.5TRAFFIC LANE

3.5LEFT TURN DECEL

2.6MEDIAN

3.5TRAFFIC LANE

9.0EXISTING PAVEMENT

3.3BASE COURSE

3.5NEW PAVEMENT

2.6NEW PAVEMENT

9.4EXISTING BASE COURSE

2.4BASE COURSE

3.4SUBGRADE

9.6EXISTING SUBGRADE

2.5SUBGRADE

NTS

NICHOLSON ROAD - TYPICAL ROAD CROSS SECTION (SLK - 100)

3%(TYP) 3%(TYP)

1:3(TYP)1:3 (TYP)

IA0L- INTERFACE (EARTHWORKS) IA0R - I

NTERFA

CE (EA

RTHWORKS)

3%(TYP) 3%(TYP)

CL

CL0 - N

ICHOLSON CEN

TERLIN

E MARKING

LE0R

- NICHOLS

ON LANE M

ARKINGLE0L - NICHOLSON EDGE LINE MARKINGCH0R

- EDGE O

F PAVEM

ENT B

ATTER

LE0R

- NICHOLS

ON EDGE L

INE MARKING

CH0L - EDGE OF PAVEMENT BATTER

3.5TRAFFIC LANE

3.6TRAFFIC LANE

9.0EXISTING PAVEMENT

0.1NEW PAVEMENT

9.4EXISTING BASE COURSE

9.6EXISTING SUBGRADE

NTS

NICHOLSON ROAD - TYPICAL ROAD CROSS SECTION (SLK - 20)

1:3(TYP) 1:3 (TYP)

IA0L- INTERFACE (EARTHWORKS) IA0R - I

NTERFA

CE (EA

RTHWORKS)





NOTES

1. THE CONTRACTOR SHALL PROVIDE 1 (ONE) CBR TEST EVERY 100m AFTER COMPLETION OFCOMPACTION ON THE SUB-GRADE.

2. SHOULD THE CONTRACTOR FIND SPECIFIC LOCATIONS OF ''WEAKER'' IN-SITU MATERIAL, THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE SUPERINTENDENT WHO WILL PROVIDE AMETHOD STATEMENT FOR RE-COMPACTION AND/OR REMOVAL AND RE-COMPACTION.

3. SHOULD THE CONTRACTOR CARRY OUT ANY REMEDIAL WORKS WITHOUT PRIOR NOTIFICATIONTO THE SUPERINTENDENT OF THE SCOPE OF SUCH WORKS, THOSE WORKS WILL BE DEEMED TOBE UNDERTAKEN AT THE CONTRACTOR'S EXPENSE AND NO VARIATION FOR SUCH WORKS WILLBE APPROVED.

4. PAVEMENT DESIGN LIFE FOR SUB-BASE, BASE-COURSE AND DOUBLE / DOUBLE SEAL IS 40YEARS. PAVEMENT DESIGN LIFE FOR AC14 40MM ASPHALT IS 15 YEARS IN ACCORDANCE WITHMAIN ROADS WA ERN9.

5. GRANITIC CRUSHED ROCK BASE SHALL BE CONSTRUCTED TO MAIN ROADS WA SPECIFICATIONNO 501 PAVEMENTS.

6. ALL BASECOURSE SHALL BE COMPACTED TO A DRY DENSITY OF 99% MMDD AND BE DRIEDBACK TO A MOISTURE CONTENT OF LESS THAN 60% OF OMC FOR A CRB BASECOURSE PRIOR TOTHE APPLICATION OF A PRIME SEAL.

7. ALL SUB-BASE COURSES SHALL BE COMPACTED TO A DRY DENSITY OF 95% MMDD AND BEDRIED BACK TO A MOISTURE CONTENT OF 85% OR LESS.

8. THE PRIME NOTED IN THESE DRAWINGS SHALL HAVE A BAR OF 0.6L/M2, WITH A CURINGPERIOD OF 3 TO 7 DAYS AND BE CONSTRUCTED TO MEET THE REQUIREMENTS OF MAIN ROADSWA SPECIFICATION No 503 BITUMINOUS SURFACING.

9. ALL EXISTING BASE COURSE AND SUB BASE MATERIALS CAN BE RE-USED IN CONSTRUCTION ASA SUB-BASE MATERIAL , WITH RESULTS OF CBR TESTS TO BE IN ACCORDANCE WITH TABLE501.02 OF MAIN ROADS WA SPECIFICATION NO 501 PAVEMENTS.

10. THE PARTICLE SIZES OF ALL EXISTING SUB BASE AND BASE COURSE MATERIALS (PSD) ARENOTED AS BEING IN GENERAL ACCORDANCE WITH MAIN ROADS WA SPECIFICATION 501, TABLE501 B1 PAVEMENTS.

11. SECTIONS OF NEW GRANULAR PAVEMENTS SHALL BE TIED IN TO EXISTING PAVEMENTS AT 45DEGREES IN ACCORDANCE WITH MAIN ROADS WA DRAWING NO 201331-0032-1.

12. THE SOIL PERMEABILITY IS ASSUMED TO BE 1.0 X 10-5 M/SEC (0.8 M/DAY).13. ALL DOUBLE / DOUBLE SEAL 14MM WEARING COURSES ARE DESIGNED TO A 15-YEAR DESIGN

FATIGUE LIFESPAN AND MANUFACTURED WITH A CLASS 320 BINDER, COMPLYING WITH MAINROADS WA STANDARD NO 511 MATERIALS FOR BITUMINOUS TREATMENTS.

14. ALL PRIME SEAL 5MM COURSES ARE DESIGN WITH A CLASS 170 BINDER, COMPLYING WITHMAIN ROADS WA SPECIFICATION NO 511 BITUMINOUS SURFACING.

15. ALL 40MM DENSE GRADED AC14 WEARING COURSE LAYERS SHALL BE MANUFACTERED INACCORDANCE WITH MAIN ROADS WA SPECIFICATION No 504 ASPHALT WEARING COURSE WITHAN A15E POLYMER MODIFIED BINDER COMPLYING WITH MAIN ROADS WA SPECIFICATION No509 POLYMER MODIFIED BITUMINOUS SURFACING.

16. ALL AREAS OF NEW PAVEMENT SHALL INCLUDE A 300MM BOX OUT INTO ALL ADJOININGEXISTING PAVEMENTS TYPICALLY TO ENSURE NO TAPERS IN THE CONSTRUCTION THAT IMPACTTHE CONSTRUCTABILITY OF THE PAVEMENT SUB-BASE, BASE-COURSE, PRIMER SEAL AND / ORASPHALT OR ASPHALT SEAL COURSES IN ACCORDANCE WITH MAIN ROADS STANDARDDRAWING No 201331-0032-1. IN THESE AREAS, ALL EXISTING SUB-BASE AND BASE-COURSESHALL BE RE-USED BY THE CONTRACTOR AS NEW SUB-BASE.


DRAFTER

CLIENT

PROJECT



SHEET PROJECT No.

TITLE

REVISIONDRAWING No.


DRAFTINGCHECK

121110987654321

121110987654321

H

G

F

E

D

C

B

A


DRAFTINGCHECK


REV'DWAPC No.

REVNo.

REVNo. SCALE

H

G

F

E

D

C

B

A

APP'DP.DIRP.MGR

REV'D

FORRESTDALE TIA

NICHOLSON ROAD

KC01215.001PCG94A1







158631

C:\U

sers

\Den

is\B

ox\K

CTT

Proj

ects

\KC0

0000

Cur

rent

Pro

ject

s\KC

0121

5.00

0 No

. 651

Nic

hols

on R

oad,

For

rest

dale

TIA

\Out

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gs\K

C012

15.0

00-C

900

3

0.12

.202

0. 1

4:04

:27

D

enis


NICHOLSON ROAD TYPICAL CROSS SECTION

A

D.CENGAJ

F.BOROVIC

C.KLEYWEG

C.KLEYWEG PCG94A1

Mdonaldson


CHAINAGE 0.00

X = 59970.02Y = 239700.97Z = 28.41

Centreline Data 1 in 3-3.0% -3.0%

1 in 3

-13.

3429

.92

29.9

2

-8.0

129

.12

28.1

4-7

.01

28.7

028

.04

-6.0

128

.27

28.1

4-4

.81

28.2

128

.26

0.00

28.3

628

.41

4.19

28.2

728

.28

5.39

28.2

128

.16

6.39

28.3

927

.91

7.39

28.8

128

.16

16.0

731

.05

31.0

5

CENTRELINEOFFSET

NaturalSurface

DESIGN LEVELS

Datum 27.00

CHAINAGE 20.00

X = 59970.20Y = 239680.97Z = 28.55

Centreline Data 1 in 3-3.0% -3.0%

1 in 3

-11.

6429

.53

29.5

3

-7.9

329

.21

28.2

9-6

.93

28.8

128

.05

-5.9

328

.42

28.2

9-4

.73

28.3

828

.41

0.00

28.5

128

.55

4.42

28.4

028

.42

5.62

28.3

628

.30

6.62

28.6

728

.05

7.62

29.0

928

.30

13.1

430

.14

30.1

4

CENTRELINEOFFSET

NaturalSurface

DESIGN LEVELS

Datum 27.00

CHAINAGE 40.00

X = 59970.26Y = 239660.97Z = 28.66

Centreline Data

-3.0% -3.0%

-8.7

828

.62

28.6

2-8

.12

28.6

028

.40

-7.1

228

.57

28.1

6-6

.12

28.5

328

.40

-4.9

228

.49

28.5

2

0.00

28.6

228

.66

4.82

28.5

128

.52

6.02

28.4

728

.40

7.02

28.6

128

.17

8.02

28.7

328

.40

9.15

28.7

828

.78

CENTRELINEOFFSET

NaturalSurface

DESIGN LEVELS

Datum 27.00

CHAINAGE 60.00

X = 59970.40Y = 239640.97Z = 28.69

Centreline Data

1 in -3-3.0% -3.0%

-12.

8627

.63

27.6

3

-10.

7427

.66

28.3

4-9

.75

28.0

328

.19

-8.7

328

.30

28.3

4-7

.53

28.3

828

.46

0.00

28.6

428

.69

5.55

28.5

428

.52

6.75

28.4

728

.40

7.75

28.4

028

.19

8.75

28.3

328

.40

9.04

28.3

128

.31

CENTRELINEOFFSET

NaturalSurface

DESIGN LEVELS

Datum 26.00

CHAINAGE 80.00

X = 59970.54Y = 239620.97Z = 28.61

Centreline Data 1 in -3-3.0% -3.0% 1 in -3

-13.

4526

.60

26.6

0

-8.1

727

.24

28.3

6

0.00

28.5

628

.61

6.27

28.3

128

.42

6.82

28.2

428

.24

CENTRELINEOFFSET

NaturalSurface

DESIGN LEVELS

Datum 25.00

CHAINAGE 100.00

X = 59970.66Y = 239600.97Z = 28.49

Centreline Data 1 in -3-3.0% -3.0%

1 in -3

-11.

6927

.07

27.0

7

-8.1

527

.57

28.2

5

0.00

28.4

528

.49

6.98

27.6

928

.28

12.9

926

.28

26.2

8

CENTRELINEOFFSET

NaturalSurface

DESIGN LEVELS

Datum 25.00

CHAINAGE 120.00

X = 59970.82Y = 239580.97Z = 28.33

Centreline Data -3.0% -3.0%

-13.

2327

.32

27.3

2

-11.

2827

.29

27.9

7-1

0.28

27.2

727

.83

-9.2

827

.49

27.9

7-8

.08

27.9

228

.09

0.00

28.2

928

.33

7.61

28.0

428

.11

8.81

27.9

427

.99

9.81

27.8

527

.83

10.8

127

.77

27.9

911

.70

27.6

927

.69

CENTRELINEOFFSET

NaturalSurface

DESIGN LEVELS

Datum 26.00

CHAINAGE 140.00

X = 59970.96Y = 239560.97Z = 28.20

Centreline Data-3.0% -3.0%

-11.

6427

.98

27.9

8-1

1.23

27.9

827

.84

-10.

2327

.98

27.7

0-9

.23

27.9

927

.84

-8.0

328

.00

27.9

6

0.00

28.1

628

.20

7.93

27.9

727

.97

9.13

27.9

727

.85

10.1

327

.90

27.7

011

.13

27.8

027

.85

11.3

527

.77

27.7

7

CENTRELINEOFFSET

NaturalSurface

DESIGN LEVELS

Datum 26.00

CHAINAGE 160.00

X = 59971.11Y = 239540.97Z = 28.09

Centreline Data-3.0%

0.00

28.0

528

.09

8.02

28.2

327

.85

9.22

28.4

427

.73

10.2

228

.48

27.5

911

.22

28.4

327

.73

13.0

328

.34

28.3

4

CENTRELINEOFFSET

NaturalSurface

DESIGN LEVELS

Datum 26.00

CHAINAGE 180.00

X = 59971.23Y = 239520.97Z = 27.91

Centreline Data-3.0% 1 in 3

0.00

27.9

127

.91

8.04

28.1

327

.67

9.24

28.4

027

.55

10.2

428

.62

27.4

511

.24

28.7

727

.60

14.7

728

.77

28.7

7

CENTRELINEOFFSET

NaturalSurface

DESIGN LEVELS

Datum 26.00

CHAINAGE 200.00

X = 59971.34Y = 239500.97Z = 27.76

Centreline Data

-3.0%1 in 3

0.00

27.7

627

.76

8.06

28.0

627

.52

9.26

28.4

027

.40

10.2

628

.69

27.3

011

.26

28.8

227

.44

15.7

228

.93

28.9

3

CENTRELINEOFFSET

NaturalSurface

DESIGN LEVELS

Datum 26.00

PROPOSED ROAD SURFACE

LEGEND

NRV

EXISTING SURFACE

CL

NRE

SCLERE

TE

CENTRELINE

EXISTING ROAD EDGE

NEW ROAD EDGE

NEW ROAD VERGE

SWALE CENTRELINE

TIE INTO EXISTING


1:5000 5m 1510 20 25 30 454035 50 55 706560 75




N

1:507654321m0


DRAFTER

CLIENT

PROJECT



SHEET PROJECT No.

TITLE

REVISIONDRAWING No.


DRAFTINGCHECK

121110987654321

121110987654321

H

G

F

E

D

C

B

A


DRAFTINGCHECK


REV'DWAPC No.

REVNo.

REVNo. SCALE

H

G

F

E

D

C

B

A

APP'DP.DIRP.MGR

REV'D

FORRESTDALE TIA

NICHOLSON ROAD

KC01215.001PCG94A1







158631

C:\U

sers

\Den

is\B

ox\K

CTT

Proj

ects

\KC0

0000

Cur

rent

Pro

ject

s\KC

0121

5.00

0 No

. 651

Nic

hols

on R

oad,

For

rest

dale

TIA

\Out

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C012

15.0

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9.12

.202

0. 1

5:25

:26

D

enis


CROSS SECTIONSSHEET 1 OF 2

A

D.CENGAJ

F.BOROVIC

C.KLEYWEG

C.KLEYWEG PCG94A1

Mdonaldson


CHAINAGE 220.00

X = 59971.43Y = 239480.97Z = 27.66

Centreline Data

-3.0%1 in 3

0.00

27.6

627

.66

8.05

27.7

427

.42

9.25

28.1

927

.30

10.2

528

.57

27.2

011

.25

28.8

627

.34

15.7

928

.86

28.8

6

CENTRELINEOFFSET

NaturalSurface

DESIGN LEVELS

Datum 26.00

CHAINAGE 240.00

X = 59971.49Y = 239460.97Z = 27.53

Centreline Data

-3.0% 1 in 3

0.00

27.5

327

.53

8.02

27.5

727

.29

9.22

27.8

127

.17

10.2

228

.03

27.0

711

.22

28.2

827

.22

14.9

428

.46

28.4

6

CENTRELINEOFFSET

NaturalSurface

DESIGN LEVELS

Datum 26.00

CHAINAGE 260.00

X = 59971.54Y = 239440.97Z = 27.37

Centreline Data

-3.0% 1 in 3

0.00

27.3

727

.37

7.95

27.3

727

.13

9.15

27.5

627

.01

10.1

527

.69

26.9

011

.15

27.8

227

.05

13.9

527

.99

27.9

9

CENTRELINEOFFSET

NaturalSurface

DESIGN LEVELS

Datum 26.00

CHAINAGE 280.00

X = 59971.63Y = 239420.97Z = 27.23

Centreline Data

-3.0%

0.00

27.2

327

.23

7.70

27.2

927

.00

8.96

27.4

127

.41

CENTRELINEOFFSET

NaturalSurface

DESIGN LEVELS

Datum 26.00

CHAINAGE 300.00

X = 59971.69Y = 239400.97Z = 27.09

Centreline Data-3.0% 1 in 3

0.00

27.0

927

.09

7.11

26.9

526

.87

8.31

27.1

026

.75

9.31

27.2

326

.61

10.3

127

.36

26.8

0

12.6

127

.56

27.5

6

CENTRELINEOFFSET

NaturalSurface

DESIGN LEVELS

Datum 25.00

CHAINAGE 320.00

X = 59971.78Y = 239380.97Z = 26.87

Centreline Data-3.0%

0.00

26.8

726

.87

6.44

26.6

926

.68

7.64

26.7

426

.56

8.64

26.8

326

.40

9.64

26.9

326

.60

11.0

027

.05

27.0

5

CENTRELINEOFFSET

NaturalSurface

DESIGN LEVELS

Datum 25.00

CHAINAGE 340.00

X = 59971.84Y = 239360.97Z = 26.71

Centreline Data

-3.0%

0.00

26.7

126

.71

5.75

26.5

526

.54

6.95

26.5

426

.42

7.95

26.6

226

.24

8.95

26.7

126

.46

9.94

26.7

926

.79

CENTRELINEOFFSET

NaturalSurface

DESIGN LEVELS

Datum 25.00

CHAINAGE 360.00

X = 59971.91Y = 239340.97Z = 26.56

Centreline Data

-3.0%

0.00

26.5

626

.56

5.07

26.4

526

.41

6.27

26.4

726

.29

7.27

26.5

126

.10

8.27

26.5

426

.34

8.95

26.5

726

.57

CENTRELINEOFFSET

NaturalSurface

DESIGN LEVELS

Datum 25.00

CHAINAGE 380.00

X = 59971.96Y = 239320.97Z = 26.45

Centreline Data

-3.0%

0.00

26.4

526

.45

4.61

26.3

426

.31

5.81

26.3

326

.19

6.81

26.3

425

.99

7.81

26.3

526

.24

8.17

26.3

626

.36

CENTRELINEOFFSET

NaturalSurface

DESIGN LEVELS

Datum 25.00

CHAINAGE 399.86

X = 59972.06Y = 239301.11Z = 26.34

Centreline Data

-3.0%

0.00

26.3

426

.34

4.50

26.2

026

.21

5.50

26.2

026

.22

CENTRELINEOFFSET

NaturalSurface

DESIGN LEVELS

Datum 25.00

PROPOSED ROAD SURFACE

LEGEND

NRV

EXISTING SURFACE

CL

NRE

SCLERE

TE

CENTRELINE

EXISTING ROAD EDGE

NEW ROAD EDGE

NEW ROAD VERGE

SWALE CENTRELINE

TIE INTO EXISTING


1:5000 5m 1510 20 25 30 454035 50 55 706560 75




N

1:507654321m0


DRAFTER

CLIENT

PROJECT



SHEET PROJECT No.

TITLE

REVISIONDRAWING No.


DRAFTINGCHECK

121110987654321

121110987654321

H

G

F

E

D

C

B

A


DRAFTINGCHECK


REV'DWAPC No.

REVNo.

REVNo. SCALE

H

G

F

E

D

C

B

A

APP'DP.DIRP.MGR

REV'D

FORRESTDALE TIA

NICHOLSON ROAD

KC01215.001PCG94A1







158631

C:\U

sers

\Den

is\B

ox\K

CTT

Proj

ects

\KC0

0000

Cur

rent

Pro

ject

s\KC

0121

5.00

0 No

. 651

Nic

hols

on R

oad,

For

rest

dale

TIA

\Out

goin

g\Dr

awin

gs\K

C012

15.0

00-C

330

2

9.12

.202

0. 1

5:25

:36

D

enis


CROSS SECTIONSSHEET 2 OF 2

A

D.CENGAJ

F.BOROVIC

C.KLEYWEG

C.KLEYWEG PCG94A1

Mdonaldson
