civil geotechnical services abn 26 474 013 724 po box … · 2020. 8. 21. · exg exndw exdw exo...

CIVIL GEOTECHNICAL SERVICES

ABN 26 474 013 724

PO Box 678 Croydon Vic 3136

Telephone: 9723 0744 Facsimile: 9723 0799

20109:SB014 April 2020

20th April 2020

Our Reference: 20109:SB014

Mirvac Pty Ltd

Level 5, Building Q3, 6 Riverside Quay,

SOUTHBANK VIC 3006

Dear Sirs/Madams,

RE: LEVEL 1 EARTHWORKS INSPECTION AND TESTING

SMITHS LANE – STAGE 3, CLYDE NORTH

Please find attached our Report No’s 20109/R001 to 20109/R011 that relate to the field density

testing that was conducted within the filled allotments at the above subdivision. The level 1

inspections and associated field density testing commenced in February 2020 and was

completed in March 2020.

The inspections and testing of the earthworks was undertaken in general accordance with the

Level 1 requirements of AS 3798 - Guidelines on Earthworks for Commercial and Residential

Developments.

The site inspection and testing was performed by experienced geotechnicians from this office.

Any areas that were deemed unsatisfactory were reworked and retested under their

supervision. The testing was performed to the relevant Australian Standards and the

accompanying test reports carry NATA endorsement. The attached compaction results, which

were located randomly throughout the fill profile, are considered to be representative of the

bulk fill materials that were placed across the reported allotments by Winslow Constructors

during the aforementioned period. The approximate locations of the field density tests can be

seen on the attached plan (Figure 1).

We are of the view that the bulk fill materials that have been placed across the reported

allotments by Winslow Constructors during the aforementioned period can be considered as

having been placed in a controlled manner to a minimum density ratio of 95% (standard

compactive effort).

Please contact the undersigned if you require any additional information.

Civil Geotechnical Services

Stephen Burns

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FENCE OR BOLLARDS ALONGDRAINAGE RESERVE TO BE

PROVIDED BY LANDSCAPERS

PROVIDE 300mm CONCRETEEDGE STRIP AND TURNING

CIRCLE 150mm DEPTH 40mmN.S. CL3 CR

PROVIDE 300mm CONCRETEEDGE STRIP AND TURNINGCIRCLE 150mm DEPTH 40mmN.S. CL3 CR

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ELECTRICALRESERVE

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PROVIDE 300mm CONCRETEEDGE STRIP AND TURNINGCIRCLE 150mm DEPTH 40mmN.S. CL3 CRTREE RESERVE

REMOVE EXISTINGCONCRETE EDGE STRIP,

"NO ROAD" SIGN &BARRIER AND MATCH

NEATLY INTO EXISTINGCONSTRUCTION

REMOVE EXISTING CONCRETEEDGE STRIP, "NO ROAD" SIGN &

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LTPCH90.40

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9.76

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112.77

TPCH92.66

RTPCH

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LTPCH

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CONSTRUCT OPEN CUT DRAINAND GRADE TO PIT 3-37

CONSTRUCT OPENCUT DRAIN ANDGRADE OVERLAND

600 B2

600 B2

600 B2

600 B

2

600 B

2

600 B2

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FENCE OR BOLLARDS ALONGDRAINAGE RESERVE TO BE

PROVIDED BY LANDSCAPERS

STANDARD TREE RESERVE FENCEPROVIDED BY LANDSCAPERS.

CH78

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254.2

15

28

18

21

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3-36

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3-26

3-28


1.31

1.00

FUTURE SHARED PATHBY OTHERS. INDICATIVE

ALIGNMENT

1:500 @ A10 50403020105 N

1101438 03 010 P5

SMITHS LANESTAGE 03CITY OF CASEYLAYOUT PLAN

C.DAWSON10.07.2019

L.SUTHERLAND

D.BELTON--

PS830146R

1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 10.07.19 CD DB

P2 DRAINAGE PIT 3-38 ADDED 15.07.19 CD CDP3 DRAINAGE & DRAFTING AMENDMENTS 18.07.19 CD DBP4 LOT 348 CROSSOVER SHIFTED 10.12.19 CD DBP5 DRAFTING AMENDMENTS 13.12.19 CD DB

04 20

WARNINGBEWARE OF UNDERGROUND SERVICES

DIAL 1100 BEFORE YOU DIGwww.1100.com.au

FOR CONTINUATION SEE BELOW LEFT

ROAD LAYOUT TABLE

ROAD NAME RESERVE WIDTH (m)ROAD WIDTH (m) VERGE WIDTH (m)

LIP to LIP INV to INV BACK to BACK NORTH/WEST SOUTH/EASTOCONNOR AVENUE 20.00 6.40 (10.30) 7.30 (11.20) 7.60 (11.50) 6.95 (5.00) 5.45 (3.50)MEYER CRESCENT (E / W) 16.00 6.40 7.30 7.60 4.35 4.05MEYER CRESCENT (N / S) 16.00 6.40 7.30 7.60 4.05 4.35CARCOOLA RISE (E / W) 16.00 6.40 7.30 7.60 4.05 4.35CARCOOLA RISE (N / S) 16.00 6.40 7.30 7.60 4.35 4.05FAVERO STREET 16.00 6.40 7.30 7.60 4.35 4.05

NOTE: DIMENSIONS IN PARENTHESES INCLUDES PARKING LANE

FOR CONTINUATION SEE ABOVE RIGHT

FR157.40

TW159.30

BW159.30

141.34

FS140.35

GW

G

H

O

DW

Ex S

E

O/H E

H

S

NDW

LEGEND - LAYOUT PLANSTORMWATER DRAIN, PIT & PROPERTY INLET

SWALE DRAINSEWER & MAINTENANCE STRUCTURESHOUSE DRAINSERVICE CONDUITSTACTILE PAVERS (INDICATIVE ONLY)ELECTRICITY (UNDERGROUND)ELECTRICITY (OVERHEAD)

GAS

OPTIC FIBRE

WATERRECYCLED WATER

EXISTING STORMWATER DRAINEXISTING SEWEREXISTING HOUSE DRAINEXISTING SWALE DRAINEXISTING SURFACE LEVELFINISHED BUILDING LINE LEVELFINISHED RIDGE LINE LEVELTOP OF RETAINING WALLBOTTOM OF RETAINING WALL

RETAINING WALLZERO LOT LINESPAVEMENT TREATMENTSTRUCTURAL FILL > 200mm DEEPEX. STRUCTURAL FILL > 200mm DEEPDIRECTION OF FALLOVERLAND FLOWALLOTMENT TO BE GRADED EVENLY INDIRECTION OF FALL TO LEVELS INDICATEDCONCRETE EDGE STRIP WITH SUBSOIL DRAIN,"NO ROAD" SIGN & BARRIERLIMIT OF WORKSEXISTING TREE TO BE REMOVEDPERMANENT SURVEY MARKTEMPORARY BENCH MARKPROPOSED DRIVEWAY

T TELECOMMUNICATIONS

ExG

ExO

ExDW

ExE

ExO/H EEXISTING ELECTRICITY (UNDERGROUND)EXISTING ELECTRICITY (OVERHEAD)EXISTING GASEXISTING OPTIC FIBRE

EXISTING WATEREXISTING RECYCLED WATERExNDW

ExT EXISTING TELECOMMUNICATIONS

MELBOURNE WATER DRAIN & PIT

RIDGE LINE

TREE PROTECTION ZONE (TPZ)

LOT HATCHINGPAVEMENT HATCHINGPARK RESERVES/NATURE STRIP HATCHINGDRAINAGE RESERVE

NOTEEXISTING DRAINAGE PITS WITHIN THIS STAGE TO HAVETEMPORARY PIT COVERS REMOVED AND TO BE MODIFIED TOPERMANENT CONDITIONS. REFER TO THE PIT SCHEDULE FORDETAILS. SHEET NUMBER 403

LocationGas ND - Water Water Electricity Telecommunication

Side Offset(m) Side Side Side Side

SERVICE OFFSET TABLE

NOTE: STREET TREES ARE TO BE PLANTED IN THE CENTRE OF ALL NATURE STRIPS

Sewer

SideOffset(m)

Offset(m)

Offset(m)

Offset(m)

Offset(m)

SOUTH 1.95 SOUTH 1.20NORTH NORTH 0.80

N / E 2.60 N / E 1.85S / W

SOUTH 2.60 SOUTH 1.85NORTH

OCONNOR AVENUE

MEYER CRESCENT

FAVERO STREET

3.122.401.95

3.202.702.25

3.202.702.25

S / W 0.80

SOUTH 0.80

N / E 2.60 N / E 1.85S / WCARCOOLA RISE 3.202.702.25 EAST 0.80

NORTH

S / W

NORTH

S / W

NORTH

S / W

NORTH

S / W

Beveridge Williamsdevelopment & environment consultants

Scale

Project Ref Drawing No Rev

Project

DrawingTitle

Drawn

DesignedDate

ApprovedDate Stage No

PS Number

Details

K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-010-LAY.dwg

© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted

ofSheet

PRELIMINARY PRINTNOT FOR CONSTRUCTION

FIGURE 1

# Approximate field density test location

12

3

45

67

89

10 11

1213

1415

16

1718 19 20

21

22

23

24

2526

27

28 2930

3132 33

34

3536

3738

3940 41

42

43

44

45

4647

4849

50

51

52

5354

55

56

57

COMPACTION ASSESSMENT

Job No 20109

CIVIL GEOTECHNICAL SERVICES Report No 20109/R001

6 - 8 Rose Avenue, Croydon 3136 Date Issued 02/04/2020

Client WINSLOW CONSTRUCTORS PTY LTD (CAMPBELLFIELD) Tested by SB

Project SMITHS LANE - STAGE 3 Date tested 28/02/20

Location CLYDE NORTH Checked by JHF

Feature EARTHWORKS 200 mm Time: 12:00

Test procedure AS 1289.2.1.1 & 5.8.1

Test No 1 2 3 4 - -

Location

REFER REFER REFER REFER

TO TO TO TO

FIGURE 1 FIGURE 1 FIGURE 1 FIGURE 1

Approximate depth below FSL

Measurement depth mm 175 175 175 175 - -

Field wet density t/m³ 2.05 1.86 1.97 2.00 - -

Field moisture content % 17.7 20.0 21.3 18.5 - -

Test procedure AS 1289.5.7.1

Test No 1 2 3 4 - -

Compactive effort

Oversize rock retained on sieve mm 19.0 19.0 19.0 19.0 - -

Percent of oversize material wet 0 0 0 0 - -

Peak Converted Wet Density t/m³ 2.08 1.85 2.00 2.01 - -

Adjusted Peak Converted Wet Density t/m³ - - - - - -

Optimum Moisture Content % 15.0 23.0 19.5 16.5 - -

Moisture Variation From 2.5% 2.5% 1.5% 2.0% - -

Optimum Moisture Content wet dry wet wet

Density Ratio ( R HD ) % 99.0 100.0 98.5 99.5 - -

Material description

No 1 - 4 Clay Fill

Layer thickness

Standard

AVRLOT HILF V1.10 MAR 13


Job No 20109








Test No 5 6 7 8 9 10

Location

REFER REFER REFER REFER REFER REFER

TO TO TO TO TO TO

FIGURE 1 FIGURE 1 FIGURE 1 FIGURE 1 FIGURE 1 FIGURE 1


Measurement depth mm 175 175 175 175 175 175

Field wet density t/m³ 2.00 1.96 1.98 1.97 1.94 1.96

Field moisture content % 20.3 19.4 19.7 20.1 22.0 19.8


Test No 5 6 7 8 9 10

Compactive effort

Oversize rock retained on sieve mm 19.0 19.0 19.0 19.0 19.0 19.0

Percent of oversize material wet 0 0 0 0 0 0

Peak Converted Wet Density t/m³ 2.01 1.98 2.01 2.00 1.98 2.00


Optimum Moisture Content % 23.0 22.0 21.5 22.0 24.5 22.5

Moisture Variation From 2.5% 2.5% 2.0% 2.0% 2.5% 2.5%

Optimum Moisture Content dry dry dry dry dry dry

Density Ratio ( R HD ) % 99.5 99.0 99.0 98.5 98.0 98.5


No 5 - 10 Clay Fill

Layer thickness

Standard



Job No 20109








Test No 11 12 13 14 15 16

Location


TO TO TO TO TO TO







Test No 11 12 13 14 15 16

Compactive effort










No 11 - 16 Clay Fill

Layer thickness

Standard



Job No 20109








Test No 17 18 19 20 21 22

Location


TO TO TO TO TO TO







Test No 17 18 19 20 21 22

Compactive effort







Optimum Moisture Content dry dry wet wet dry dry




Layer thickness

Standard



Job No 20109








Test No 23 24 25 26 27 28

Location


TO TO TO TO TO TO







Test No 23 24 25 26 27 28

Compactive effort







Optimum Moisture Content dry dry dry dry




Layer thickness

Standard



Job No 20109








Test No 29 30 31 32 33 34

Location


TO TO TO TO TO TO







Test No 29 30 31 32 33 34

Compactive effort







Optimum Moisture Content dry dry dry wet wet




Layer thickness

Standard



Job No 20109








Test No 35 36 37 38 39 40

Location


TO TO TO TO TO TO







Test No 35 36 37 38 39 40

Compactive effort







Optimum Moisture Content dry dry dry




Layer thickness

Standard



Job No 20109








Test No 41 42 43 - - -

Location

REFER REFER REFER

TO TO TO

FIGURE 1 FIGURE 1 FIGURE 1


Measurement depth mm 175 175 175 - - -

Field wet density t/m³ 2.00 2.02 2.02 - - -

Field moisture content % 12.0 14.1 17.1 - - -


Test No 41 42 43 - - -

Compactive effort

Oversize rock retained on sieve mm 19.0 19.0 19.0 - - -

Percent of oversize material wet 0 0 0 - - -

Peak Converted Wet Density t/m³ 2.00 1.99 2.01 - - -


Optimum Moisture Content % 10.5 12.5 16.5 - - -

Moisture Variation From 2.0% 2.0% 0.5% - - -

Optimum Moisture Content wet wet wet

Density Ratio ( R HD ) % 99.5 101.0 100.5 - - -



Layer thickness

Standard



Job No 20109








Test No 44 45 46 47 48 49

Location


TO TO TO TO TO TO







Test No 44 45 46 47 48 49

Compactive effort











Layer thickness

Standard



Job No 20109








Test No 56 57 - - - -

Location

REFER REFER

TO TO

FIGURE 1 FIGURE 1


Measurement depth mm 175 175 - - - -

Field wet density t/m³ 2.01 1.99 - - - -

Field moisture content % 16.0 15.9 - - - -


Test No 56 57 - - - -

Compactive effort

Oversize rock retained on sieve mm 19.0 19.0 - - - -

Percent of oversize material wet 0 0 - - - -

Peak Converted Wet Density t/m³ 2.01 2.00 - - - -


Optimum Moisture Content % 18.0 18.5 - - - -

Moisture Variation From 2.0% 2.5% - - - -

Optimum Moisture Content dry dry

Density Ratio ( R HD ) % 100.0 100.0 - - - -



Layer thickness

Standard


civil geotechnical services abn 26 474 013 724 po box … · 2020. 8. 21. · exg exndw exdw exo...

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