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

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DOCUMENT CONTROL

P L

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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

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-

MG A

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ZO NE

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H i l l R

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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