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03 02 PVC PIPE 100 DIA CONC PIPE 350 DIA CONC PIPE 300 ... · PDF file CONC PIPE 300 DIA CONC PIPE 450 DIA CONC PIPE 300 DIA BOX CULVERT 600X1200 ... and base materials are to be at

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    CONC PIPE 300 DIA

    CONC PIPE 450 DIA

    CONC PIPE 3

    00 DIA

    BOX CULVERT 600X1200

    CON C P

    IPE 450

    DIA

    CON C P

    IPE 300

    DIA

    CON C P

    IPE 825

    DIA

    CON C PI

    PE 825

    DIA

    BOX CULVERT 200X450

    > >

    TBM 101 PIN IN DUMPY RL 317.52

    TBM 102 PIN IN DUMPY RL 308.56

    TBM 103 PIN IN DUMPY RL 302.10

    TBM 110 PIN IN DUMPY

    RL 291.27

    CONC PIPE 300 DIA

    CONC PIPE 350 DIA

    PV C P

    IPE 10

    0 D IA

    BO X/

    C 30

    0X 11

    50

    CO NC

    P IP

    E 30

    0 D IA

    CONC PIPE DIA 350

    CO NC

    PI PE

    D IA

    12 00

    CONC PIPE

    DIA 3 00

    CONC PIPE DIA 220

    TBM 104 PIN IN DUMPY RL 299.62

    TBM 105 PIN IN DUMPY

    RL 294.31

    TBM 107 PIN IN DUMPY

    RL 282.49

    TBM 108 PIN IN DUMPY RL 270.42

    TBM 111 RIVET IN W'WALL RL 283.96

    TBM 112 SPIKE

    RL 281.17

    TBM 113 SPIKE

    RL 278.82

    TBM 114 PIN IN DUMPY RL 271.59

    TBM 115 SPIKE

    RL 274.69

    >TBM 116PIN IN DUMPYRL 301.28 01

    02

    03

    AMENDMENTS

    SURVEY NOTES DOCUMENT CONTROL

    CITY OF GREATER BENDIGO

    Approved Date

    DRAFT

    Date

    DRAFT Revision B

    CONSTRUCTION

    DRAFT Revision A

    TENDER Revision C

    TENDER Revision D

    CONSTRUCTION Revision A

    12-04-19

    26-06-19

    - -

    Tomkinson Group March 2019

    Survey reference 1159201

    GB4364

    Tomkinson Group

    Peter Seller

    Andrew Smith

    Mar 19

    Apr 19

    Apr 19

    1 OF 31

    REV D

    Survey

    Approved

    Design

    Checked

    Bearing Datum:

    vide GPS net

    Height Datum:

    vide Mandurang PM 127 & PM 74

    (AHD)

    MGA Coordinate Datum:

    vide STN 1007

    Ground coords shown for all other features

    GB4364 DIAMOND HILL ROAD,

    MANDURANG

    BLACKSPOT SAFETY UPGRADES

    APRIL 2019

    LOCALITY PLAN

    AS CONSTRUCTED

    -

    TENDER

    - Road widening

    - Line marking

    - Realign intersection

    - Increase bend radius

    - Guard rails

    PROJECT INCLUSIONS

    C

    a

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    d

    DOCUMENT CONTROL

    P L

    A N

    D E

    S C

    .

    1 2 - 0 4 - 1 9

    1 2 - 0 4 - 1 9

    1 7 - 0 5 - 1 9

    1 3 - 0 6 - 1 9

    4 - 0 7 - 1 9

    -

    Set Draft Draft Draft Tender Tender Construction

    ISSUE ISSUE ISSUE ISSUE ISSUE ISSUE

    1

    Title page

    - Rev A Rev B Rev C Rev D -

    2 Details & Notes - Rev A Rev C Rev D -

    3 - 11 Plans - Rev A Rev C Rev D -

    12 - 13

    Long Sections

    - Rev A Rev C Rev D -

    14 - 23 Cross Sections - Rev A Rev C Rev D -

    24

    Long Section

    - Rev A Rev C Rev D -

    13-06-19

    17-05-19

    -

    -

    MG A

    94

    ZO NE

    55 D

    i a

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    a

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    d

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    r v

    i s

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    d

    D i a

    m o

    n d

    H i l l R

    d

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    d

    H o

    l l i d

    a y s R

    d

    P

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    Part A Diamond Hill Rd - Kangaroo Gully Rd to Hollidays Rd

    Part C Diamond Hill Rd - Kangaroo Gully Rd Intersection Upgrade

    Part B Diamond Hill Rd - Nankervis Rd

    25 - 31 Cross Sections - Rev A Rev C Rev D -

    Rev B

    Rev B

    Rev B

    Rev B

    Rev B

    Rev B

  • 2 OF 31

    SERVICE INFORMATION

    The location of underground services shown have been derived from available information, however

    accuracy cannot be guaranteed. All existing service information should therefore be treated as

    indicative only, and service locations must be arranged prior to commencement of any excavation.

    The contractor will be held responsible for any damage caused to underground services.

    Survey

    Approved

    Design

    Checked

    TENDER

    PAVEMENT DETAILS:

    SEAL: 7mm Primer seal

    BASE: 150mm Class 1 FCR (20mm)

    Compact to a min. of 98% MMDD

    (min CBR 80)

    SUB BASE: 150mm Class 3 FCR (40mm)

    Compact to a min. of 96% MMDD

    (min CBR 30)

    SUB GRADE: Varies Approved clean fill compacted to a

    min. of 100% SMDD.

    EXISTING SUBGRADE: Where existing surface is less than

    200mm below the Sub Base, the existing

    surface is to be tined to a min. depth of

    200mm below the Sub Base layer

    before being compacted to 100% SMDD

    - All other fill areas are to be filled with approved clean material

    free of vegetative matter and compacted to 100% SMDD

    - See notes this page for all compaction and testing requirements

    Pavement / Fill Notes

    1. Compaction and testing of road pavements is to be in accordance with the requirements of VicRoads Standard Specifications for Roadworks (Section

    304) unless noted otherwise.Testing must be carried out by a N.A.T.A. approved laboratory, or by calibrated nuclear densometer test to the relevant

    Australian Standard.

    2. Compaction tests are to be undertaken in the following locations:

    - At

    2

    3

    depth of the pavement layer

    - At alternating sides of the road

    - 1.0m in from the seal edge or lip of kerb

    - At even spacings.

    3. The number of compaction tests shall comply with the table below:

    Location Number of Compaction tests

    Straights and curves 1 per 100m length of works (alternate sides for widening only areas)

    4. Copies of the geo technical results are to be submitted to the Superintendent

    5. Subbase and base materials are to be at 85% Optimum Moisture Content (OMC) during compaction, and maintained at 85% OMC until proof rolling

    6. Typical Compaction levels required (unless noted otherwise):

    - Subgrade: To be compacted to a minimum density ratio of 100% of the Standard Maximum Dry Density (SMDD)

    - Subbase: To be compacted to a minimum density ratio of 96% of the Modified Maximum Dry Density (MMDD)

    - Base: To be compacted to a minimum density ratio of 98% of the Modified Maximum Dry Density (MMDD)

    5. Proof Rolling of the subgrade, sub base and base must be undertaken at the expense of the Contractor in accordance with AS3798 and the

    requirements of section 173 and 204.12 of the VicRoads Specification. The Superintendent must be present during the proof rolling. The subgrade

    must not deflect more than 2mm vertically within 300mm of the test roller in isolated locations.

    6. Identification and treatment of soft areas during proof rolling shall be dealt with as per Sections 12.7.11 and 12.7.12 of the IDM or at the discretion of

    the Superintendent.

    7. All fill earthworks are to be in accordance with VicRoads Specification Section 204.

    8. All fill materials are to be approved by the Superintendent prior to being imported onto the works site, and unless noted otherwise are to be a clean

    clay based material free of vegetation matter or contaminants.

    9. Compaction shall comply with the requirements of VicRoads Specification Section 204.

    10. All filling is to comply with AS3798-1996 Appendix B, Level 1 (or 2) as specified

    11. The Contractor is responsible for ensuring that all imported fill material, including topsoil, satisfies the description for clean fill material in EPA Bulletin

    Publication No 448 (Sep 95) and subsequent revisions. The Contractor shall if required provide verification including test certificates to the

    Superintendent

    12. Where fill is required over an existing sealed road, the seal must first be removed. The remaining existing pavement is then to be tyned to a depth of

    200mm prior to any fill being placed/compacted.

    Spray Seal notes:

    1. All Works relating to the construction of a spray seal shall comply with VicRoads

    Specification 408.

    2. The Contractor shall determine the design rates of application for any primer,

    primerbinder, binder, surface pre-treatments, remedial works, and aggregate in

    accordance with the procedures set out in the current Austroads Sprayed Seal Design

    Method as listed in Section 175

    3. At least 1 week prior to the commencement of sealing, the Contractor shall submit the

    rates of application for bituminous material, aggregate, and rates for pre treatment for

    review by the Superintendent. This should be done via submission in writing of the

    form: 408.16 'Schedule of Details' in VicRoads Specification 408.

    4. At the completion of Works, a job completion

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