WOOD STREET DRAFTTENDER LONG GULLY St... · 6.Pedestrian crossings are to be constructed as per IDM...

300Ø

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CITY OF GREATER BENDIGO

Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY

INTERSECTION UPGRADES

H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

20/12/18

11/07/19

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1

COVER SHEET

Revision :

File :

Original sheet size:

AMENDMENTS

Approved by DateRevision Description

CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

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GB4449.dwg

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WOOD STREET

LONG GULLY

GB4449


NELSON STREET ROUNDABOUT

DECEMBER 2020

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83 WOOD STREET

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92-94 WOOD STREET

5 NELSON STREET

91 WOOD STREET

7 NELSON STREET

83 WOOD STREET

2 TECHNOLOGY DRIVE

1 TECHNOLOGY DRIVE

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DOCUMENT CONTROL

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11/07/19

14/04/20

01/12/20

DRAFT TENDER CONSTRUCTION

REVISION REVISION REVISION

1 COVER SHEET A A A

2 CONSTRUCTION NOTES A A A

3 SURVEY CONTROL / EXISTING LAYOUT A A A

4 DEMOLITION PLAN A A A

5 GENERAL LAYOUT & FINISHES A A A

6GEOMETRIC LAYOUT, ALIGNMENTS & KERB TYPES

A A A

7 SURFACE SLOPE PLAN A A A

8 KERB LONG SECTIONS A A A

9 KERB LONG SECTIONS A A A

10SIGNS, LIGHTING, RRPMS & LINEMARKING

A A A

11 SETOUT LOCATIONS N/A N/A A

12 SETOUT TABLES N/A N/A A

13 SURFACE DIFFERENCE PLOT A A A

14-21 DOWDING STREET INTERSECTION PLANS A A A

22-29 WEATHERALL STREET INTERSECTION PLANS A A A

30 SPEED HUMP LOCATIONS A A A

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Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

20/12/18

11/07/19

-

2

CONSTRUCTION NOTES

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -

IMPORTANT!

The location of underground services 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.

SEAL: Type V Asphalt (10mm)

BASE: Class 1 FCR (20mm)

Place and compact in 2 even layers

Compact to a min. of 98% MMDD

(min CBR 80)

SUB BASE: Cement Treated CL1 FCR (20mm)

3% Cement by mass


Existing material:

- See notes this page for all compaction and testing

requirements

Kerb Returns and straights - IDM SD100 - SM2

600

300110 190

275

40

Setout is to back of kerb

500

SM2 kerb is to have a

0.5m flat area behind

190

600

300110 190

275

10


140

Central Island - IDM SD100 - SM3

Stenciled

concrete apron

Splitter Islands - IDM SD100 - SM1

300

110 190

275

125


150

Stenciled

concrete apron

VEGETATION PROTECTION NOTES

1. If fencing is required as a condition of the Planning Permit or as a result of the

pre-construction meeting, a three strand star picket and wire fence shall be constructed.

2. All trees and shrubs are to be retained unless otherwise shown or directed by the

Superintendent's Representative.

3. No tree or native vegetation is to be disturbed or removed without prior approval. Any

approved trees or vegetation removed as part of the works are not to be burnt onsite.

4. If tree roots are discovered during excavation works, works in the immediate area shall

cease until the Superintendent's Representative has inspected, and approved works to

proceed.

FILL NOTES

1. All earthworks and compaction are to be in accordance with VicRoad's Specification

Section 204.

2. All fill materials are to be approved by the Superintendent's Representative prior to being

imported onto the site, and unless noted otherwise, shall be a clean clay based material

free of vegetation matter or contaminants.

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

4. 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 provide verification including test

certificates to the Superintendent's Representative.

ROAD CONSTRUCTION NOTES

1. All Works to be carried out in accordance with CoGB Standard Drawings, Specifications,

approved plans and to the satisfaction of the Superintendent's Representative.

2. These notes also refer to the latest version of the Infrastructure Design Manual (IDM) and

latest version of the IDM Standard Drawings.

3. The Project Manager is to be notified seven days prior to the commencement of Works

with a Pre-commencement meeting to be held between CoGB, the Consultant and the

Contractor. A site management plan is to be submitted prior to the commencement of

Works and prior to the onsite Pre-commencement meeting.

4. Prior to commencement of the Works, the Contractor shall provide the following:

- Source of quarry material

- N.A.T.A. approved test results for the F.C.R that is to be used

- If the source of the quarry material is changed during the course of the Works, then new

test results shall be provided.

5. Prior to commencement of Works on site, the Contractor must ensure that all matters

relating to the Occupational Health and Safety Act 1985, have been and will be complied

with.

6. On the commencement of construction, the Contractor must comply with the

recommendation of the Environment Protection Authority publication "Construction

Techniques for Sediment Pollution Control". Appropriate siltation control is to be

maintained throughout the construction and maintenance period of the Works.

7. The disposal site for spoil storage, and truck removal route, is to be submitted in writing

to, and approved by the Superintendent's Representative prior to the commencement of

Works.

8. Where Works are in the vicinity of existing services, these services are to be located and

exposed prior to commencement of the work. Relevant authorities are to be notified 7

days prior to the Works.

9. All dimensions are in metres unless noted otherwise.

10. All levels are to Australian Height Datum (AHD) unless noted otherwise.

11. All co-ordinates are to Map Grid of Australia (MGA) unless noted otherwise.

12. The Contractor must arrange the inspection of the Works with the Superintendent's

Representative as per the hold points in the Specifications, or as directed by the


13. All redundant assets are to be removed and disposed off site unless noted otherwise.

14. All service conduit trenches under road pavements, under footpaths and under swales are

to be backfilled as per IDM SD310 unless noted otherwise. Compaction standards noted

in SD310 shall be achieved.

15. Blasting is not generally accepted.

16. All existing assets affected by the Works (i.e. signs, vehicle crossings, footpaths, kerb and

line marking) shall be reinstated by the Contractor before the completion of Works, to the

satisfaction of the Superintendent's Representative.

17. At the completion of all Works, all rubbish, debris and surplus spoil shall be removed and

the site shall be cleared to the satisfaction of the Superintendent's Representative.

18. The Contractor is to obtain a Building Permit for any structures, fences and for any

retaining walls over 1.0m in height.

19. Any infrastructure damage incurred during the Defects Liability Period noted on the

contract is the responsibility of the Contractor and is to be reinstated to the satisfaction of

the Superintendent's Representative.

20. All disturbed areas (eg. nature strips, batters, allotments and reserves) are to be

reinstated to a clean, tidy condition, top dressed with 75mm min. depth approved top soil,

and seeded with a CoGB approved blend or unless otherwise noted. Soil & seeded

treated areas must be satisfactorily established prior to the end of the Maintenance Period

otherwise further treatment is required by the Contractor.

21. Any exposed aggregate concrete works are to be achieved by sandblasting only. Washing

aggregate off with water is not permitted.

22. The Contractor shall notify the public of any impending road closures by providing

sufficient signage 2 weeks prior to construction commencing.

PAVEMENT NOTES

1. Construction of road pavements is to be in accordance with the requirements of VicRoad's

Standard Specifications for Roadworks (Section 304). 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

- 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

Court bowls 3

Intersections 2

Straights 1 per 500m2 (1/50m for 10.2m wide pvmt.)

4. Copies of the geotechnical results are to be submitted to the Superintendent's Representative.

5. Sub-base 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 100% standard dry density ratio.

Subbase: Flexible pavements shall be compacted in accordance with Scale C in VicRoads table

304.082.

Compaction shall be to 98% of the maximum dry density ratio determined by the modified

compaction test.

Base: Flexible pavements shall be compacted in accordance with Scale C in VicRoads table

304.082.


compaction test.

7. Proof rolling of the Subgrade, Sub base and Base must be undertaken as per Section 12.7.15 of

the IDM. Proof rolling will be at the expense of the contractor in accordance with AS3798 and the

requirements of section 173 and 204.12 of the VicRoad's Specification. The Superintendent's

Representative 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.

8. Identification and treatment of soft areas during proof rolling shall be dealt with as per Sections

12.7.13 and 12.7.14 of the IDM and as approved by the Superintendent's Representative.

SIGNAGE, GUIDE POSTS, LINEMARKING & RRPMS

1. All existing signage, linemarking guideposts and RRMPs within Works site are to be removed

as per the 'demolition plan'

2. All proposed Signage, linemarking, guideposts and RRPMs are to be installed as per the

'Linemarking and signage plan'

3. All signs to be installed shall be Class 1 high intensity type and comply with the requirements of

AS1743-2001.

4. All guideposts are to have delineators satisfying the requirements of AS1906.2 section 3.

FOOTPATH CONSTRUCTION NOTES

1. Any property storm water pipes located during works are to be plumbed to the nearest pit. Where this is not practical, seek approval

from superintendent to plumb to kerb or into nearest storm water pipe.

2. Footpath to be constructed to SD205 unless noted otherwise.

3. An SD210 expansion joint is to be constructed at any joins with existing footpath, existing driveways or bridges.

4. SD210 Expansion joints along any new sections of footpath are to be at a maximum separation of 14m centers as per SD205.

5. Tool joints are to be at 1.2m centers and constructed to SD210 unless noted otherwise.

6. Pedestrian crossings are to be constructed as per IDM SD192 and are to have the boxing inspected by the Superintendents

representative prior to pouring concrete.

7. All pedestrian crossings are to have ceramic tile TGSIs installed as per AS1428.4

GENERAL CONSTRUCTION NOTES

1. All kerb, footpath and pram crossing constructions shall have bedding/boxing inspected by the Superintendent's Representative prior to

pouring of concrete.

2. All driveway laybacks in kerb are to be as per IDM SD 120 unless noted otherwise

3. If property stormwater outlets (not already identified on plan) are located during construction, it is the Contractors responsibility to connect

them into council underground drainage or back of kerb (As per IDM SD140) to the approval of the Superintendent's Representative.

4. Renewal of gas and water property service conduits to be 100mmØPVC (sewer grade).

5. All sewer man-hole covers within the footpath alignment (wholly or partly) are to be renewed & adjusted to design finished levels unless

noted otherwise or directed by the Superintendent's Representative.

6. All redundant footpath, kerb and road seal to be saw cut and removed from site as per the 'demolition plan'.

7. All service pits are to be renewed and matched into design surface unless noted otherwise or directed by the Superintendent's

Representative.

DRAINAGE CONSTRUCTION NOTES

1. The Superintendent's Representative and Design Engineer must be notified if any any modifications to drainage design are

required due to unforseen circumstances identified during works onsite.

2. Any property storm water pipes located during Works are to be plumbed to the nearest pit. Where this is not practical, seek

approval from the Superintendent's Representative to connect stormwater into kerb or into the nearest storm water pipe.

3. All drainage pits are to be constructed as per the noted Standard Drawing.

4. Invert fall through pits is to be a min. of 30mm unless noted otherwise.

5. Concrete pit walls are to be sponge finished and floors are to be shaped for best hydraulic efficiency unless noted otherwise.

6. Pit lids are to be installed flush with the surrounding surface unless noted otherwise.

7. Where concrete box culverts (CBC) or Crown Units are specified, they are to be compliant to AS1597 and designed to the

latest revision of the shear design standard.

8. Pipe extensions are to be constructed by removing the remaining stub of the existing pipe to be extended, and then

connecting the new pipe at the socket.

9. All pipe backfill is to be constructed as per the noted Standard Drawing.

10. The location of any saw cuts in asphalt are to be kept the minimum required trench width until after the pipe is laid and

backfilled up to 300mm from surface. At this point, a further 150mm wide, 300mm deep section of asphalt/pavement is to be

sawcut and excavated so as to provide a longitudinal pavement join over the drainage trench. This also should ensure a

straight edge for re-asphalting. The top 300m depth of backfill should then be constructed accordingly.

11. At the completion of the Works, pipes are to be visually inspected via inspection pits to check for construction debris, including

crushed rock, soil and concrete over spill. Should a volume of debris be present enough to impede flows, pipe cleaning shall

be undertaken at the contractors expense.

12. Gas and water property services are generally not located during the design phase and therefore have not been shown on

plans. It is therefore the Contractors responsibility to consider these services when excavating and adjust or realign

accordingingly whilst causing minimal disruption to property owners.

13. Gas and Water property services encountered during construction are to be altered and reconnected to the appropriate

standard and to the satisfaction of the Superintendents Representative.

MINIMUM PAVEMENT REQUIREMENTS

KERB DETAILS

FOOTPATH DETAILS

STENCILED CONCRETE

LANDSCAPING DETAILS

1500

2.5

%

crossfa

ll

125mm thick 25MPa concrete

slab with central SL72

IDM SD205

Bedding, 50mm thick layer

compacted CL3 FCR

5050

Varying widths


compacted CL3 FCR

- 150mm thick 32MPa concrete slab

- 1 layer SL82 placed 50mm from bottom

- Flagstone stencil pattern, Charcoal

color, clear seal

50

ROLL OUT GRASS

75

Loamy sand

Pull strin

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etw

een ke

rbs fo

r gra

de

Transverse Pavement Joins

300 300

existing pavement

Where design pavement meets

existing pavement, the design

layers are to be overlapped into the

existing pavement by 300mm as

shown

40

260

500

200

Dowel into kerb

with 200mm long

N10s at 500mm

cts. Pre-drill and

place dowels

100mm below top

of kerb

Note:Transition SM2 kerb to existing barrier kerb over 2m

50

Kykuyu roll out grass sod

STN 1

RL 242.236

STN 3

RL 242.136

STN 4

RL 242.221

STN 6

RL 242.231

STN 7

RL 239.968

PSM 214

RL 242.864


Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

20/12/18

11/07/19

1:400

3

SURVEY CONTROL + EXISTING LAYOUT

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

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GB4449.dwg

A3

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83 WOOD STREET

2 NELSON STREET

5 NELSON STREET

3 NELSON STREET

7 NELSON STREET

AC Water Pipe Located.

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TELSTRA 80%%CPVC

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TELSTRA 30%%CPVC

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SEWER 150%%CVC

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WATER 100%%CPVC

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WATER 100%%CAC

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SEWER 100%%CVC

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300%%C RCP

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300%%C RCP

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300%%C RCP

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ELECTRICITY 110%%C

STN 1

RL 242.236

STN 3

RL 242.136

STN 4

RL 242.221

STN 6

RL 242.231

STN 7

RL 239.968

PSM 214

RL 242.864


Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

20/12/18

11/07/19

1:400

4

DEMOLITION & SERVICE CHANGES PLAN

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -

LEGEND

Linemarking Removal

Concrete Kerb Removal Road Pavement RemovalSawcut Asphalt

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3 NELSON STREET

7 NELSON STREET

Remove all linemarking

between Wood Street

and Eaglehawk Road.

General notes:

1. Remove all redundant kerbs, footpaths and

traffic signs.

TRAFFIC CONTROL & SIGN ALTERATIONS

NO. TYPE ACTION

1 Hazard Marker Remove from site

2

Give Way

Remove from site

3

No Stopping

Remove and store onsite for reuse

4

No Stopping

Leave as is

1

2

3

4

Avoid Power pole stay

SERVICE ALTERATIONS

NO. TYPE ACTION

1 Sewer

Install new SMH lid to match Design Footpath surface

2 Telstra

Replace Telstra pit to Design Footpath surface (+50mm)

3 Water

Install new valve cover to match Design Footpath surface (-380mm)

Remove 30m of linemarking

from sawcut.

1

2

3

BEWARE: Ensure

Electricity main is located

and depthed before

excavation.

BEWARE: Ensure Water

main is located and

depthed before

excavation.

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SEWER 150%%CVC

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WATER 100%%CPVC

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WATER 100%%CAC

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SEWER 100%%CVC

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ELECTRICITY 110%%C

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300Ø

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Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

20/12/18

11/07/19

1:400

5

GENERAL LAYOUT & FINISHES

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -

LEGEND

Concrete Kerb

- IDM SD100

Road Pavement

- As Per Sheet 2

Concrete Footpath

- IDM SD205

Naturestrip

- 50mm Kykuyu turf

- 75mm Topsoil

Stenciled Concrete

- IDM SD205 & Sheet 2

- 150mm depth

Gravel Driveway

- 50mm Crushed Rock

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83 WOOD STREET

2 NELSON STREET

5 NELSON STREET

3 NELSON STREET

7 NELSON STREET

Existing Contours

- Levels to AHD (0.10m interval)

Install IDM SD210 expansion

joint between existing and

new footpath

Construct SEP and connect

to existing SEP by 300Ø

RCP at 1%.

Construct 2.5m wide stenciled

concrete slab adjacent kerb as

shown (for heavy vehicles).

Match new sealed

pavement surface to

existing road surface

Match new sealed

pavement surface to


Match new sealed

pavement surface to


Raised Reflective Pavement Marker

- Installed to VicRoads Vol 2.02 Guidelines

(Clause 5.6)

Linemarking

Landscape Area

- Parks to Landscape centre island

Design Contours


See Page 1 for

Linemarking extents.

See Page 1 for

Linemarking extents.

Construct 6m section of kerb

in front of light pole as B3

style (IDM SD100) with a 2m

transition length either side.

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TELSTRA 80%%CPVC

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TELSTRA 30%%CPVC

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SEWER 150%%CVC

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WATER 100%%CPVC

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WATER 100%%CAC

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SEWER 100%%CVC

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WATER 100%%CDICL

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WATER 100%%CPVC

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300%%C RCP

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300%%C RCP

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300%%C RCP

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GAS 40%%CSTEEL

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GAS 80%%CSTEEL

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GAS 80%%CSTEEL

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ELECTRICITY 110%%C

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ELECTRICITY 110%%C

C

H

:

1

8

.

4

1

C

H

:

2

0

.

0

0

C

H: 25.00

C

H

:

3

0

.

0

0

C

H

:

3

5

.

0

0

C

H

:

4

0

.

0

0

C

H

:

4

5

.

0

0

C

H

:

5

0

.

0

0

C

H

:

5

5

.

0

0

C

H

:

6

0

.

0

0

C

H

:

6

5

.

0

0

C

H

: 7

0

.0

0

C

H

: 7

5

.0

0

C

H

: 80.00

C

H

: 8

.4

6

C

H

: 1

0

.0

0

C

H

:

1

5

.

0

0

C

H

: 2

0

.0

0

C

H

: 2

5

.0

0

C

H: 30.00

C

H: 35.00

C

H

: 40.00

C

H

: 4

5

.0

0

C

H

:

5

0

.

0

0

C

H

:

5

5

.

0

0

C

H

:

6

0

.

0

0

C

H

:

6

5

.

0

0

C

H

:

7

0

.

0

0

C

H

:

7

5

.

0

0

C

H

:

8

0

.

0

0

C

H

:

8

5

.

0

0

C

H

:

9

0

.

0

0

C

H

:

9

5

.

0

0

C

H

:

4

.

1

8

C

H

:

5

.

0

0

C

H: 10.00

C

H

:

1

5

.

0

0

C

H

:

2

0

.

0

0

C

H

:

2

5

.

0

0

C

H

:

3

0

.

0

0

C

H

:

3

5

.

0

0

C

H

: 4

0

.0

0

C

H: 4

5.00

C

H

: 5

0

.0

0

C

H

:

5

5

.

0

0

C

H

:

6

0

.

0

0

C

H

:

6

5

.

0

0

C

H

:

7

0

.

0

0

C

H

:

5

.

0

0

C

H

:

1

0

.

0

0

C

H

:

1

5

.

0

0

C

H: 20.0

0

C

H

:

2

5

.

0

0

C

H

: 3

0

.0

0

C

H

:

3

5

.

0

0

C

H

:

4

0

.

0

0

C

H

: 4

5

.0

0

C

H

:

4

8

.

3

8

STN 1

RL 242.236

STN 3

RL 242.136

STN 4

RL 242.221

STN 6

RL 242.231

STN 7

RL 239.968

PSM 214

RL 242.864

C

H

:

4

.

1

8

C

H

:

7

1

.

4

2

7.40 6.00

13.40

4.60

5

.

5

0

5

.

3

5

5

.

2

5

6

.0

0

5

.

8

0

5.00

4.60

5

.2

0

5

.

1

5

5

.

8

0

4

.

2

5


Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

20/12/18

11/07/19

1:400

6

GEOMETRIC LAYOUT, ALIGNMENTS & KERB TYPES

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -

W

O

O

D

S

T

R

E

E

T

N

E

L

S

O

N

S

T

R

E

E

T

N

E

LS

O

N

S

T

R

E

E

T

92-94 WOOD STREET

83 WOOD STREET

2 NELSON STREET

5 NELSON STREET

3 NELSON STREET

7 NELSON STREET

Kerb 1

Kerb 3

Kerb 2

Kerb 4

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

DWY

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

DWY

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

DWY

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

DWY

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

DWY

AutoCAD SHX Text

EXIST.

-2

.3

6

%

0

.2

1

%

0.55%

-

2

.

1

7

%

3

.

3

3

%

-1.61%

-

3

.

8

1

%

-

3

.

0

3

%

-

3

.

3

6

%

-

3

.

8

8

%

-

2

.

9

3

%

-

2

.

0

4

%

Design Contours



Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

20/12/18

11/07/19

1:400

7

SURFACE SLOPE PLAN

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -

W

O

O

D

S

T

R

E

E

T

N

E

L

S

O

N

S

T

R

E

E

T

N

E

LS

O

N

S

T

R

E

E

T

92-94 WOOD STREET

83 WOOD STREET

2 NELSON STREET

5 NELSON STREET

3 NELSON STREET

7 NELSON STREET

LEGEND


Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

20/12/18

11/07/19

-

8

KERB LONG SECTIONS

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -

CHAINAGE

DESIGN

R.L. 236.00

KERB 2: NORTH-WEST KERB LONGITUDINAL SECTION CH 0.000 To 105.000

SCALES: H 1:300 V 1:100 (A3)

LIP OF KERB

LIP OF KERB

NS

15.00

18.41

18.55

20.00

21.05

23.55

25.00

30.00

35.00

40.00

45.00

45.58

50.00

55.00

55.58

60.00

65.00

65.58

70.00

74.81

75.00

77.31

78.88

79.81

80.00

85.00

CHAINAGE

238.96

239.11

239.11

239.11

239.12

239.19

239.24

239.41

239.52

239.77

239.99

240.26

240.63

240.74

241.07

241.44

241.47

241.76

242.05

242.09

242.27

242.17

242.17

242.19

242.19

242.18

242.18

242.15

239.11

239.12

239.19

239.24

239.41

239.51

239.88

240.25

240.62

240.99

241.03

241.33

241.61

241.63

241.81

241.95

241.96

242.05

242.15

242.15

242.18

242.18

242.18

242.18

Crest

R.L. 233.50

I.P

. 239.110

4.31%

I.P

. 239.224

7.37%

5.00

I.P

. 241.768

1.96%

20.00

I.P

. 242.194

-0.45%

5.00

KERB 1: SOUTH-WEST KERB LONGITUDINAL SECTION CH 15.000 To 85.000

SCALES: H 1:300 V 1:100 (A3)

DESIGN

LIP OF KERB

LIP OF KERB

NS

0.00

5.00

8.46

8.46

8.78

9.49

10.00

11.28

13.78

14.47

15.00

19.47

20.00

24.47

25.00

30.00

35.00

40.00

45.00

50.00

51.21

55.00

56.21

58.71

60.00

61.21

65.00

69.20

70.00

75.00

79.20

80.00

85.00

89.20

89.96

90.00

92.46

94.96

95.00

100.00

105.00

242.04

242.04

242.03

242.02

242.02

242.02

242.02

242.02

242.03

242.03

242.04

242.09

242.10

242.11

242.17

242.18

242.22

242.22

242.25

242.26

242.28

242.29

242.31

242.32

242.53

242.58

242.56

242.60

242.61

242.64

242.67

242.68

242.67

242.59

242.57

242.35

242.16

242.11

242.10

241.86

241.75

241.75

241.54

241.33

242.02

242.02

242.02

242.02

242.02

242.03

242.05

242.06

242.07

242.12

242.12

242.16

242.16

242.19

242.22

242.25

242.28

242.31

242.32

242.33

242.34

242.34

242.34

242.34

242.33

242.32

242.32

242.28

242.22

242.21

242.09

241.97

241.94

241.94

241.85

241.75

241.75

Sag

Crest

I.P

. 242.022

-0.22%

I.P

. 242.016

1.35%

5.00

I.P

. 242.126

0.60%

10.00

I.P

. 242.346

-0.20%

10.00

I.P

. 242.300

-3.34%

20.00

I.P

. 241.856

-4.11%

5.00


Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

20/12/18

11/07/19

-

9

KERB LONG SECTIONS

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -

0.00

4.18

4.82

5.00

7.32

9.82

10.00

15.00

19.42

20.00

25.00

29.42

30.00

30.60

39.42

40.00

44.58

45.00

49.58

50.00

54.58

55.00

60.00

60.78

63.28

65.00

65.78

66.21

68.71

70.00

71.21

71.42

75.00

80.00

CHAINAGE

241.12

241.12

241.29

241.29

241.29

241.32

241.33

241.49

241.63

241.63

241.83

241.99

242.01

242.17

242.26

242.27

242.27

242.16

242.19

241.76

241.73

241.51

241.48

241.17

241.14

240.78

240.72

240.53

240.40

240.33

240.29

240.08

239.99

239.91

239.90

239.90

239.90

239.68

239.42

241.29

241.31

241.32

241.41

241.52

241.53

241.75

241.95

241.98

242.14

242.20

242.20

242.20

242.05

242.03

241.86

241.85

241.64

241.61

241.31

241.28

240.90

240.84

240.63

240.46

240.38

240.33

240.09

239.99

239.91

239.90

Crest

R.L. 234.00

I.P

. 241.283

3.95%

I.P

. 241.407

4.50%

5.00

I.P

. 242.401

-3.55%

20.00

I.P

. 241.686

-7.55%

10.00

I.P

. 240.652

-10.93%

5.00

I.P

. 240.058

-5.87%

5.00

KERB 3: EAST KERB LONGITUDINAL SECTION CH 0.000 To 80.000

SCALES: H 1:300 V 1:100 (A3)

0.00

2.00

5.00

10.00

11.98

12.00

15.00

20.00

22.00

25.00

26.16

30.00

35.00

36.16

36.16

40.00

45.00

46.16

48.38

CHAINAGE

242.31

242.31

242.16

241.98

241.76

241.74

241.74

241.79

242.01

242.14

242.36

242.41

242.46

242.42

242.40

242.40

242.41

242.42

242.41

242.31

242.31

242.31

242.26

242.16

242.04

241.93

241.92

241.92

241.94

242.08

242.16

242.31

242.36

242.51

242.60

242.60

242.60

242.57

242.42

242.36

242.26

Sag

Crest

R.L. 236.50

I.P

. 242.256

-4.78%

I.P

. 241.683

4.80%

20.00

I.P

. 242.843

-4.80%

20.00

KERB 4: CENTRE ISLAND LONGITUDINAL SECTION CH 0.000 To 48.381

SCALES: H 1:300 V 1:100 (A3)

DESIGN

LIP OF KERB

LIP OF KERB

NS

DESIGN

LIP OF KERB

LIP OF KERB

NS

7.40 6.00

13.40

4.60

5

.

5

0

4

.

0

0

5

.

3

5

3

.

5

0

5

.

2

5

3

.

0

0

3

.

5

0

6

.0

0

4

.6

0

5

.

8

0

3

.

5

0

5.00

4.40

4.60

3.30

5

.2

0

3

.5

0

5

.

1

5

3

.

5

0

5

.

8

0

3

.

5

0

4

.

2

5

3

.

5

0

0

.

8

5

0

.6

0


Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

20/12/18

11/07/19

1:400

10

SIGNS, LIGHTING, RRPMS & LINEMARKING

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -

W

O

O

D

S

T

R

E

E

T

N

E

L

S

O

N

S

T

R

E

E

T

N

E

LS

O

N

S

T

R

E

E

T

92-94 WOOD STREET

83 WOOD STREET

2 NELSON STREET

5 NELSON STREET

3 NELSON STREET

7 NELSON STREET

TYPICAL SPLITTER ISLAND

LINEMARKING & SIGNAGE

SCALE: 1:100

R1-3B

R2-3B

New Cat. V Light with

1.5m arm.

New Cat. V Light.

1.5m arm.

Replace light with Cat.

V Light with 1.5m arm

New Cat. V Light with

6m arm.

Install Solar Light Pole.

80W Solar Light at 8.0m

high with 1.5m arm.

LEGEND

New Category V Light

- Existing Pole as noted

Linemarking

- 100mm Thick Line

Raised Reflective Pavement Marker

- Installed to VicRoads Volume 2 Guidelines

(Clause 5.6)

SETOUT

Design line marking is to be spotted in at

3.0m centers using the electronic setout

provided by CoGB. Spotting is then to be

approved by the project Superintendant prior

to linemarking

SIGNAGE

All signage is to be installed 1.0m behind the

face of kerb, and as per this sheet

TGSIs

Install stick/screw down Polyeurathane

TGSIs plates as shown and in accordance

with AS1428

SIGN INSTALLATIONS

NO. TYPE ACTION

1

No Stopping Install existing sign from demo plan 3

2

Give Way RBT Install new sign

3


4


5Keep Left Install new sign

6

Keep Left Install new sign

7

Keep Left Install new sign

1

2

3

4

5

6

7

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

DWY

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

DWY

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

DWY

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

DWY

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

DWY

AutoCAD SHX Text

EXIST.

STN 1

RL 242.236

STN 3

RL 242.136

STN 4

RL 242.221

STN 6

RL 242.231

STN 7

RL 239.968

PSM 214

RL 242.864


Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

20/12/18

11/07/19

-

11

SETOUT LOCATIONS

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -

STATION DATA

Point #

901

902

903

904

905

906

907

908

Description

STN 1

STN 2

STN 3

STN 4

STN 5

STN 6

STN 7

PSM 214

Easting

255308.553

255181.394

255238.567

255266.044

255341.525

255320.001

255363.475

255297.457

Northing

5931564.747

5931567.901

5931563.700

5931559.574

5931489.624

5931573.822

5931616.860

5931577.267

Level

242.236

243.767

242.136

242.221

237.580

242.231

239.968

242.864

SETOUT

Point #

1

2

3

4

5

6

7

8

9

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

Easting

255251.555

255253.005

255254.155

255255.268

255257.382

255259.254

255260.852

255263.065

255264.997

255266.617

255267.423

255271.065

255271.737

255272.847

255274.809

255277.413

255280.705

255283.074

255283.824

255285.324

255286.074

255288.532

255290.933

255292.823

255295.171

255297.426

255297.722

255298.024

255299.711

255300.726

255302.412

255304.089

255305.623

255307.140

255309.004

255308.985

255309.741

255311.301

255313.003

255314.468

255315.934

255317.399

255318.865

255320.331

255321.886

255322.536

255323.030

255323.570

255324.290

255326.046

Northing

5931574.810

5931574.587

5931574.339

5931573.959

5931573.146

5931572.512

5931572.031

5931571.455

5931571.035

5931570.741

5931571.068

5931570.537

5931569.948

5931569.813

5931569.657

5931569.611

5931569.816

5931570.148

5931571.302

5931571.302

5931570.798

5931571.530

5931572.430

5931573.112

5931574.345

5931575.742

5931575.935

5931576.121

5931577.190

5931577.751

5931578.771

5931579.903

5931581.053

5931582.309

5931584.012

5931584.891

5931586.187

5931586.145

5931587.725

5931589.086

5931590.447

5931591.808

5931593.169

5931594.530

5931595.974

5931596.709

5931597.558

5931598.469

5931599.245

5931600.778

Level

242.147

242.106

242.110

242.117

242.143

242.169

242.188

242.211

242.227

242.239

0.000

0.000

242.270

242.277

242.289

242.304

242.325

242.339

0.000

0.000

242.358

242.373

242.389

242.375

242.386

242.395

242.398

242.398

242.423

242.422

242.418

242.414

242.410

242.406

242.398

0.000

0.000

242.375

242.345

242.315

242.282

242.236

242.190

242.134

242.072

242.035

241.998

241.965

241.930

241.849

SETOUT

Point #

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

Easting

255341.357

255339.100

255336.587

255333.974

255331.664

255330.562

255329.204

255327.916

255326.702

255325.565

255324.507

255323.531

255322.639

255321.631

255322.191

255321.435

255320.595

255319.951

255319.559

255319.156

255318.900

255318.797

255318.885

255319.047

255319.164

255319.629

255320.580

255321.087

255321.918

255322.527

255323.370

255324.357

255323.828

255324.169

255324.916

255325.968

255327.150

255327.995

255328.825

255325.387

255324.566

255324.134

255324.270

255324.407

255323.975

255323.461

255322.535

255321.512

255320.101

255319.191

Northing

5931596.793

5931595.680

5931595.807

5931595.912

5931594.682

5931593.620

5931592.192

5931590.700

5931589.148

5931587.538

5931585.875

5931584.163

5931582.406

5931580.116

5931578.921

5931577.626

5931577.247

5931575.008

5931573.337

5931571.149

5931569.197

5931567.260

5931565.322

5931564.057

5931563.402

5931561.518

5931558.995

5931557.885

5931556.066

5931554.734

5931554.474

5931553.345

5931551.887

5931551.140

5931549.988

5931549.102

5931548.102

5931546.805

5931544.999

5931523.645

5931525.442

5931527.076

5931528.760

5931530.445

5931532.078

5931533.153

5931534.887

5931536.566

5931538.583

5931539.738

Level

241.409

241.461

241.568

241.725

241.885

241.969

242.077

242.183

242.274

242.345

242.396

242.427

242.439

242.425

0.000

0.000

242.364

242.285

242.211

242.109

242.018

241.924

241.818

241.741

241.699

241.569

241.368

241.276

241.125

241.015

0.000

0.000

240.763

240.690

240.535

240.368

240.234

240.118

240.018

239.231

239.292

239.384

239.490

239.637

239.784

239.877

240.031

240.186

240.379

240.495

SETOUT

Point #

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

142

143

144

145

146

147

148

149

150

151

Easting

255317.901

255316.529

255314.916

255313.597

255312.610

255312.511

255310.318

255308.610

255307.177

255305.042

255303.194

255301.374

255300.271

255299.202

255297.527

255295.694

255293.837

255292.763

255291.958

255290.060

255288.144

255286.074

255285.324

255283.824

255283.074

255282.328

255280.749

255283.824

255283.824

255283.824

255286.501

255288.479

255290.457

255292.435

255294.413

255296.391

255298.369

255300.347

255302.325

255305.150

255306.129

255307.841

255309.553

255311.265

255312.467

255283.824

255285.622

255287.420

255289.219

255291.017

Northing

5931541.222

5931542.630

5931544.100

5931543.943

5931545.073

5931545.983

5931547.429

5931548.401

5931549.121

5931550.049

5931550.720

5931551.269

5931551.620

5931552.062

5931552.809

5931553.558

5931554.246

5931554.612

5931554.872

5931555.435

5931555.936

5931556.402

5931555.858

5931555.858

5931556.943

5931557.055

5931557.292

5931553.858

5931551.858

5931550.564

5931550.164

5931549.868

5931549.572

5931549.276

5931548.980

5931548.684

5931548.388

5931548.092

5931547.796

5931547.374

5931546.783

5931545.749

5931544.716

5931543.682

5931542.956

5931572.802

5931573.678

5931574.553

5931575.428

5931576.304

Level

240.649

240.803

240.971

240.973

240.936

241.173

241.316

241.402

241.462

241.545

241.615

241.683

241.722

241.760

241.822

241.888

241.952

241.987

242.013

242.073

242.133

242.197

0.000

0.000

242.261

242.266

242.307

242.046

241.880

241.789

241.670

241.630

241.591

241.553

241.515

241.476

241.438

241.400

241.355

241.216

241.134

240.977

240.821

240.759

240.859

242.444

242.549

242.654

242.758

242.863

SETOUT

Point #

152

153

154

155

156

157

158

159

160

161

162

163

164

165

166

167

168

169

170

171

172

173

174

175

176

177

178

179

180

181

182

183

184

185

186

187

188

189

190

191

192

193

194

195

196

197

198

199

200

201

Easting

255292.815

255294.613

255296.412

255298.210

255300.008

255301.304

255303.217

255304.713

255306.208

255307.704

255309.199

255310.695

255312.791

255313.903

255315.532

255317.039

255318.545

255320.052

255321.559

255322.491

255324.939

255323.601

255322.536

255322.199

255321.841

255321.482

255321.240

255322.321

255323.139

255323.957

255324.775

255325.593

255326.411

255327.278

255325.863

255304.972

255307.689

255309.993

255311.532

255312.072

255311.532

255309.993

255307.689

255304.972

255302.255

255299.952

255298.413

255297.872

255298.413

255299.952

Northing

5931577.179

5931578.055

5931578.930

5931579.805

5931580.681

5931581.311

5931583.010

5931584.338

5931585.666

5931586.994

5931588.322

5931589.650

5931591.511

5931594.333

5931595.756

5931597.072

5931598.387

5931599.703

5931601.018

5931601.832

5931580.613

5931578.322

5931576.497

5931574.640

5931572.673

5931570.705

5931569.372

5931566.958

5931565.133

5931563.308

5931561.483

5931559.657

5931557.832

5931555.897

5931554.661

5931557.388

5931557.928

5931559.467

5931561.771

5931564.488

5931567.205

5931569.508

5931571.047

5931571.588

5931571.047

5931569.508

5931567.205

5931564.488

5931561.771

5931559.467

Level

242.968

243.072

243.133

243.117

243.038

242.973

242.836

242.706

242.565

242.459

242.564

242.709

242.887

243.007

243.037

243.012

242.954

242.884

242.794

242.729

242.335

242.431

242.349

242.203

242.048

241.893

241.788

241.583

241.428

241.273

241.118

240.977

240.899

240.887

240.898

241.831

241.773

241.770

241.820

241.925

242.083

242.259

242.419

242.527

242.583

242.586

242.538

242.437

242.284

242.109

SETOUT

Point #

202

203

204

205

206

207

208

209

210

211

212

213

214

215

216

217

218

219

220

221

222

223

224

225

226

227

228

229

230

231

232

233

234

235

236

237

238

239

240

241

242

243

244

245

246

247

Easting

255302.255

255313.086

255315.187

255315.824

255316.359

255317.348

255318.338

255317.243

255315.216

255319.234

255319.846

255320.495

255320.444

255320.039

255314.085

255312.427

255312.171

255312.330

255313.313

255314.297

255315.659

255314.838

255316.579

255315.790

255316.567

255316.956

255317.091

255290.712

255290.299

255289.957

255289.324

255287.599

255285.874

255285.874

255288.301

255283.274

255283.274

255280.768

255278.263

255275.758

255273.253

255272.984

255273.310

255275.797

255278.290

255280.783

Northing

5931557.928

5931552.713

5931553.877

5931553.967

5931553.609

5931552.209

5931550.808

5931549.852

5931551.356

5931548.138

5931548.673

5931547.755

5931547.353

5931547.368

5931575.508

5931577.191

5931577.747

5931578.338

5931579.746

5931581.155

5931580.360

5931577.945

5931582.833

5931583.294

5931584.406

5931584.498

5931584.121

5931565.560

5931563.205

5931562.644

5931562.465

5931562.636

5931562.807

5931564.806

5931565.135

5931564.563

5931563.065

5931563.313

5931563.561

5931563.809

5931564.058

5931564.385

5931564.655

5931564.480

5931564.406

5931564.434

Level

241.943

241.418

241.339

241.296

241.254

241.147

241.039

241.091

241.280

240.903

240.887

240.848

240.845

240.854

242.398

242.413

242.418

242.420

242.424

242.425

242.390

242.392

242.386

242.407

242.394

242.390

242.387

242.299

242.307

242.308

242.304

242.288

242.270

242.256

242.279

242.232

242.243

242.215

242.187

242.160

242.133

242.132

242.135

242.160

242.184

242.208


Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

20/12/18

11/07/19

-

12

SETOUT TABLES

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -


Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

20/12/18

11/07/19

-

13

SURFACE DIFFERENCE PLOT

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -

0.55 to 0.30

0.30 to 0.15

0.15 to 0.05

0.05 to -0.05

-0.05 to -0.15

-0.15 to -0.30

-0.30 to -0.50

FSL change


Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

13/06/19

11/07/19

-

14

COVER SHEET

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -

WOOD STREET

LONG GULLY

GB4449


DOWDING STREET INTERSECTION

JULY 2019

LOCALITY MAP

D

O

W

D

IN

G

S

T

R

E

E

T

W

O

O

D

S

T

R

E

E

T

W

O

O

D

S

T

R

E

E

T

2

6

D

O

W

D

IN

G

S

T

R

E

E

T

DOCUMENT CONTROL

SH

EE

T

No

.

SH

EE

T

DE

SC

.

11/07/19

14/04/20

01/12/20



1 - 13 NELSON STREET ROUNDABOUT PLANS A A A

14 COVER SHEET A A A

15 GENERAL NOTES A A A


17LAYOUT, FINISHES & ALIGNMENTS

A A A

18 SIGNAGE & LINEMARKING A A A

19 KERB & CHANNEL LONG SECTIONS A A A

20 LIGHTING UPGRADES A A A

21 SETOUT N/A N/A A

22 - 29 WEATHERALL STREET INTERSECTION PLANS A A A


D

O

W

D

IN

G

S

T

R

E

E

T

2

4

D

O

W

D

IN

G

S

T

R

E

E

T

2

5

D

O

W

D

IN

G

S

T

R

E

E

T

2

7

D

O

W

D

IN

G

S

T

R

E

E

T

2

9

D

O

W

D

IN

G

S

T

R

E

E

T

PROJECT EXTENTS

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

DWY

AutoCAD SHX Text

EXIST.


Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

13/06/19

11/07/19

-

15

GENERAL NOTES

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -

IMPORTANT!








600

300110 190

275

40


500



190


300

110 190

275

125


150

Reinforced

concrete apron










proceed.

FILL NOTES


Section 204.

























with.







Works.


































PAVEMENT NOTES




Standard.


- At

2

3




- At even spacings.



Court bowls 3

Intersections 2








304.082.


compaction test.


304.082.


compaction test.














AS1743-2001.







4. SD210 Expansion joints along any new sections of footpath are to be at a maximum separation of 14m centres as per SD205.

5. Tool joints are to be at 1.2m centres and constructed to SD210 unless noted otherwise.















Representative.



























KERB DETAILS

FOOTPATH DETAILS

STENCILED CONCRETE

LANDSCAPING DETAILS

1500

2.5

%

cro

ssfa

ll



IDM SD205


compacted CL3 FCR

5050

Varying widths


compacted CL3 FCR




color, clear seal

50

ROLL OUT GRASS

75

Loamy sand

Pull strin

g b

etw

een ke

rbs fo

r gra

de


300 300

existing pavement





shown

Dowel into kerb

with 200mm long

N10s at 500mm

cts. Pre-drill and

place dowels

100mm below top

of kerb

50


KERB & CHANNEL CONSTRUCTION NOTES

1. Where design kerb is to be matched into existing kerb of a different

profile, a 3m transition length is required. Over the transition length,

the kerb invert is to continue to fall in the direction of the existing kerb,

unless otherwise noted.





(min CBR 80)

Existing material:


requirements


40

260

300

PSM 1766

RL 240.798

PSM 221

RL 238.582

STN 9

RL 238.675


Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

13/06/19

11/07/19

1:200

16

DEMOLITION PLAN

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -

27 DOWDING STREET29 DOWDING STREET

25 DOWDING STREET

23 DOWDING STREET

22 DOWDING STREET

24 DOWDING STREET

26 DOWDING STREET

LEGEND

Concrete Kerb Removal Road Pavement RemovalSawcut AsphaltFootpath Removal

SERVICE ALTERATIONS

NO. TYPE ACTION

1 Water

Install new valve cover to match Design Back of Kerb Level (+150mm)

2

Drainage

Remove SEP

3

Drainage

Remove SEP

4

Drainage

Remove 300Ø RCP

5

Drainage Convert SEP to JP (COGB SD590-A-D-H-R) and bury below Design kerb

1

2

3

4

5

D

O

W

D

IN

G

S

T

R

E

E

T

D

O

W

D

IN

G

S

T

R

E

E

T

W

O

O

D

S

T

R

E

E

T

W

O

O

D

S

T

R

E

E

T

Linemarking Removal

AutoCAD SHX Text

375%%C RCP

AutoCAD SHX Text

375%%C RCP

AutoCAD SHX Text

225%%C RCP

AutoCAD SHX Text

300%%C RCP

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

DWY

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

300%%C RCP

AutoCAD SHX Text

TELSTRA 35%%CPVC

AutoCAD SHX Text

TELSTRA 50%%CPVC

AutoCAD SHX Text

TELSTRA 30%%CPVC

AutoCAD SHX Text

TELSTRA 35%%CPVC

AutoCAD SHX Text

TELSTRA 50%%CPVC

AutoCAD SHX Text

TELSTRA 30%%CPVC

AutoCAD SHX Text

TELSTRA 30%%CPVC

AutoCAD SHX Text

TELSTRA 50%%CPVC

AutoCAD SHX Text

TELSTRA 35%%CPVC

AutoCAD SHX Text

GAS 50%%CSTEEL

AutoCAD SHX Text

GAS 50%%CSTEEL

AutoCAD SHX Text

GAS 40%%CSTEEL

AutoCAD SHX Text

GAS 40%%CSTEEL

AutoCAD SHX Text

SEWER 150%%CVC

AutoCAD SHX Text

SEWER 100%%CVC

AutoCAD SHX Text

SEWER 100%%CuPVC

AutoCAD SHX Text

SEWER 100%%CVC

AutoCAD SHX Text

SEWER 100%%CVC

AutoCAD SHX Text

WATER 100%%CAC

AutoCAD SHX Text

WATER 100%%CAC

AutoCAD SHX Text

WATER 100%%CAC

AutoCAD SHX Text

WATER 100%%CAC

AutoCAD SHX Text

WATER 100%%CAC

PSM 1766

RL 240.798

PSM 221

RL 238.582

STN 9

RL 238.675

C

H

5

.0

0

C

H

1

0

.

0

0

C

H

1

5

.

0

0

C

H 20.0

0

C

H

2

5

.

0

0

C

H

5

.0

0

C

H

10.00

C

H

1

5

.

0

0

C

H

20.00

C

H

2

5

.0

0

C

H

5

.0

0

C

H

1

0

.0

0

C

H

1

5

.0

0

C

H

2

0

.

0

0

C

H

2

5

.0

0

C

H

3

0

.

0

0

C

H

5

.0

0

C

H

1

0

.0

0

C

H

1

5

.

0

0

C

H 20.00

C

H

2

5

.

0

0


Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

13/06/19

11/07/19

1:200

17

LAYOUT, FINISHES & ALIGNMENTS

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -


25 DOWDING STREET

23 DOWDING STREET

22 DOWDING STREET

24 DOWDING STREET

26 DOWDING STREET

LEGEND

Concrete Kerb

- IDM SD100 SM1 for Kerb islands

- IDM SD100 SM2 for all other kerb

- Pedestrian Laybacks COGB SD192

- Driveway Layback COGB SD191

Road Pavement

- 40mm Asphalt

- 230mm CL1 FCR

Concrete Footpath

- IDM SD205

Stenciled Concrete

- IDM SD205

- 150mm depth

Naturestrip Treatment

- Kykuyu Roll out turf

- 75mm topsoil

North-West Kerb

North-East Kerb

South-East Kerb

South-West Kerb

Construct SEP (COGB SD590-A-D-G-R)

on back of kerb. Extend and connect

existing 300Ø RCP.

Construct SEP (COGB SD590-A-D-G-R)

on back of kerb. Connect to converted JP.

Linemarking

Gravel Driveway

- 50mm CL3 FCR

See Page 2 for notes on

matching design kerb into

the existing kerb profile.

D

O

W

D

IN

G

S

T

R

E

E

T

D

O

W

D

IN

G

S

T

R

E

E

T

W

O

O

D

S

T

R

E

E

T

W

O

O

D

S

T

R

E

E

T

Raise JP lid to match design surface

levels (+50mm)

AutoCAD SHX Text

375%%C RCP

AutoCAD SHX Text

375%%C RCP

AutoCAD SHX Text

225%%C RCP

AutoCAD SHX Text

300%%C RCP

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

DWY

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

300%%C RCP

AutoCAD SHX Text

TELSTRA 35%%CPVC

AutoCAD SHX Text

TELSTRA 50%%CPVC

AutoCAD SHX Text

TELSTRA 30%%CPVC

AutoCAD SHX Text

TELSTRA 35%%CPVC

AutoCAD SHX Text

TELSTRA 50%%CPVC

AutoCAD SHX Text

TELSTRA 30%%CPVC

AutoCAD SHX Text

TELSTRA 30%%CPVC

AutoCAD SHX Text

TELSTRA 50%%CPVC

AutoCAD SHX Text

TELSTRA 35%%CPVC

AutoCAD SHX Text

GAS 50%%CSTEEL

AutoCAD SHX Text

GAS 50%%CSTEEL

AutoCAD SHX Text

GAS 40%%CSTEEL

AutoCAD SHX Text

GAS 40%%CSTEEL

AutoCAD SHX Text

SEWER 150%%CVC

AutoCAD SHX Text

SEWER 100%%CVC

AutoCAD SHX Text

SEWER 100%%CuPVC

AutoCAD SHX Text

SEWER 100%%CVC

AutoCAD SHX Text

SEWER 100%%CVC

AutoCAD SHX Text

WATER 100%%CAC

AutoCAD SHX Text

WATER 100%%CAC

AutoCAD SHX Text

WATER 100%%CAC

AutoCAD SHX Text

WATER 100%%CAC

AutoCAD SHX Text

WATER 100%%CAC

PSM 1766

RL 240.798

PSM 221

RL 238.582

STN 9

RL 238.675

3

.6

0

3

.6

0

3

.5

0

3

.5

0

3

.5

0

3

.5

0


Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

13/06/19

11/07/19

1:200

18

SIGNAGE & LINEMARKING

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -


25 DOWDING STREET

23 DOWDING STREET

22 DOWDING STREET

24 DOWDING STREET

26 DOWDING STREET

SIGN ALTERATIONS

NO. TYPE ACTION

1

Give Way: R1 - 2A Install Facing Western Approach

2

Give Way: R1 - 2A Install Facing Eastern Approach

3

Keep Left: R2 - 3A Install Facing Western Approach

4

Keep Left: R2 - 3A Install on same pole as 1 Facing East

5

Keep Left: R2 - 3A Install on same pole as 2 Facing West

6

Keep Left: R2 - 3A Install Facing Eastern Approach

7

Existing Give Way

Retain

8

Existing Give Way

Retain

9

Existing Street Sign

Retain

1

2

3

4

5

6

7

8

9

LEGEND

Linemarking

D

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D

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G

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D

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D

IN

G

S

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R

E

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AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

DWY

AutoCAD SHX Text

EXIST.


Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

13/06/19

11/07/19

-

19

KERB & CHANNEL LONG SECTIONS

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -

0.00

5.00

10.00

15.00

20.00

25.00

25.94

30.94

CHAINAGE

238.11

238.11

238.30

238.30

238.30

238.41

238.66

238.94

239.32

239.37

239.37

239.37

239.61

239.61

239.61

NS CL

238.30

238.55

238.81

239.06

239.32

239.37

R.L. 235.50

I.P

. 238.300

5.09%

NORTH-EAST KERB LONGITUDINAL SECTION CH 0.000 To 30.937

SCALES: H 1:200 V 1:50 (A3)

0.00

5.00

6.74

10.00

14.24

15.00

20.00

21.74

25.00

25.92

30.92

CHAINAGE

238.79

238.79

238.70

238.70

238.70

238.54

238.51

238.56

238.39

238.29

238.22

238.17

238.14

238.14

238.14

237.98

237.98

237.98

NS CL

238.70

238.69

238.67

238.59

238.57

238.40

238.32

238.17

R.L. 235.00

I.P

. 238.699

-0.32%

I.P

. 238.669

-4.64%

15.00

NORTH-WEST KERB LONGITUDINAL SECTION CH 0.000 To 30.919

SCALES: H 1:200 V 1:50 (A3)

0.00

5.00

7.47

9.97

10.00

12.47

13.72

15.00

16.22

18.72

20.00

21.97

22.23

23.47

24.97

25.00

25.08

30.08

CHAINAGE

239.11

239.11

239.00

239.00

239.00

238.86

238.86

238.86

238.79

238.75

238.71

238.66

238.61

238.61

238.62

238.62

238.66

238.85

238.85

238.85

238.85

238.85

238.99

238.99

238.99

NS CL

239.00

238.97

238.94

238.94

238.89

238.86

238.84

238.82

238.80

238.80

238.79

238.79

238.80

238.84

238.85

238.85

DESIGN

Sag

R.L. 236.00

I.P

. 238.995

-1.02%

I.P

. 238.945

-2.13%

5.00

I.P

. 238.811

-0.41%

5.00

I.P

. 238.782

4.19%

3.00

SOUTH-WEST KERB LONGITUDINAL SECTION CH 0.000 To 30.083

SCALES: H 1:200 V 1:50 (A3)

0.00

5.00

10.00

15.00

15.98

16.98

17.98

20.00

20.35

21.35

21.76

22.35

25.00

26.94

30.00

30.89

31.89

32.89

33.62

38.63

CHAINAGE

240.07

240.07

239.79

239.79

239.79

239.41

239.08

239.04

238.98

238.90

238.76

238.77

238.88

238.78

238.79

238.86

238.91

238.96

238.96

238.95

239.15

239.21

239.18

239.18

239.18

NS CL

239.79

239.50

239.21

239.15

239.09

239.05

238.98

238.97

238.95

238.95

238.95

238.99

239.02

239.07

239.09

239.12

239.17

239.21

Sag

R.L. 236.00

I.P

. 239.794

-5.89%

I.P

. 239.089

-3.43%

2.00

I.P

. 238.938

1.45%

2.00

I.P

. 239.019

1.80%

I.P

. 239.108

5.87%

2.00

SOUTH-EAST KERB LONGITUDINAL SECTION CH 0.000 To 38.629

SCALES: H 1:200 V 1:50 (A3)

BACK OF KERB

DESIGN

BACK OF KERB

DESIGN

BACK OF KERB

DESIGN

BACK OF KERB

PSM 1766

RL 240.798

PSM 221

RL 238.582

STN 9

RL 238.675

2

2

D

o

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d

in

g

S

tre

e

t

2

4

D

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d

in

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S

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7

1

W

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d

S

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t

2

6

D

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d

in

g

S

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e

t

2

8

D

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d

in

g

S

tre

e

t

2

9

D

o

w

d

in

g

S

tre

e

t

2

7

D

o

w

d

in

g

S

tre

e

t

2

3

D

o

w

d

in

g

S

tre

e

t

2

5

D

o

w

d

in

g

S

tre

e

t

?

?

W

o

o

d

S

tre

e

t


Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

13/06/19

11/07/19

1:300

20

LIGHTING UPGRADES

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -

D

O

W

D

IN

G

S

T

R

E

E

T

D

O

W

D

IN

G

S

T

R

E

E

T

W

O

O

D

S

T

R

E

E

T

W

O

O

D

S

T

R

E

E

T

Install Cat P (22W) Light on existing pole


Existing Cat P Light

AutoCAD SHX Text

375%%C RCP

AutoCAD SHX Text

375%%C RCP

AutoCAD SHX Text

225%%C RCP

AutoCAD SHX Text

300%%C RCP

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

DWY

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

300%%C RCP

PSM 221

RL 238.582

STN 9

RL 238.675

SETOUT

Point #

248

249

250

251

252

253

254

255

256

257

258

259

260

261

262

263

264

265

266

267

268

269

270

271

272

273

274

275

276

277

278

279

280

281

282

283

284

285

286

287

288

289

290

291

292

293

294

295

296

297

Easting

255401.090

255401.899

255402.715

255403.470

255404.499

255405.305

255405.751

255407.220

255408.049

255409.170

255410.016

255409.537

255409.234

255410.748

255410.711

255410.582

255410.160

255409.444

255408.728

255408.306

255418.957

255419.061

255418.833

255418.605

255418.711

255418.932

255419.242

255421.074

255421.377

255421.209

255421.872

255422.587

255423.271

255424.740

255425.850

255426.927

255427.995

255428.806

255429.566

255430.344

255431.178

255440.583

255439.747

255438.906

255438.049

255437.151

255436.317

255432.355

255431.646

255429.917

Northing

5931256.958

5931257.065

5931257.042

5931257.020

5931257.174

5931257.388

5931258.938

5931259.241

5931258.936

5931260.139

5931261.549

5931262.216

5931263.685

5931264.763

5931265.620

5931266.468

5931267.679

5931268.743

5931269.808

5931271.021

5931273.260

5931271.975

5931270.706

5931269.433

5931268.144

5931267.316

5931266.516

5931266.128

5931264.659

5931263.859

5931263.336

5931262.888

5931263.285

5931263.588

5931261.922

5931261.921

5931262.068

5931262.310

5931262.686

5931263.070

5931263.313

5931254.593

5931254.497

5931254.542

5931254.587

5931254.475

5931253.725

5931252.900

5931253.329

5931252.969

Level

238.679

238.696

238.694

238.691

238.683

238.676

0.000

0.000

238.628

238.592

238.547

0.000

0.000

238.435

238.400

238.364

238.306

238.246

238.186

238.138

238.300

238.366

238.432

238.498

238.564

238.608

238.651

0.000

0.000

238.821

238.864

238.907

0.000

0.000

239.081

239.136

239.191

239.234

239.277

239.321

239.366

239.794

239.744

239.695

239.644

239.591

239.550

239.292

239.260

239.156

SETOUT

Point #

298

299

300

301

302

303

304

305

306

307

308

309

310

311

312

313

314

315

316

317

318

319

320

321

322

323

324

325

326

327

328

329

330

331

332

333

334

335

336

337

338

339

340

341

342

343

344

345

346

347

Easting

255428.857

255427.850

255427.496

255426.027

255425.245

255424.976

255424.730

255425.102

255425.387

255423.696

255423.682

255423.834

255424.281

255425.046

255425.829

255426.273

255415.371

255415.281

255415.541

255415.802

255415.705

255415.390

255414.918

255412.888

255412.585

255412.644

255411.534

255410.327

255409.689

255408.219

255407.201

255405.840

255405.281

255404.718

255404.131

255410.895

255408.902

255408.561

255405.353

255404.954

255407.094

255422.581

255424.088

255424.414

255427.766

255428.036

255426.712

255408.851

255410.410

255411.238

Northing

5931252.669

5931252.224

5931250.228

5931249.925

5931250.004

5931249.624

5931249.228

5931248.539

5931247.066

5931245.951

5931244.808

5931243.675

5931242.414

5931241.317

5931240.183

5931238.878

5931236.735

5931238.055

5931239.353

5931240.665

5931241.999

5931243.098

5931244.140

5931244.487

5931245.956

5931246.734

5931247.411

5931247.894

5931247.275

5931246.972

5931248.197

5931247.917

5931247.690

5931247.461

5931247.302

5931244.076

5931243.665

5931245.319

5931260.870

5931262.802

5931263.244

5931266.439

5931266.750

5931265.169

5931248.920

5931247.612

5931247.339

5931254.043

5931254.371

5931253.827

Level

239.097

239.052

0.000

0.000

238.949

238.949

238.954

0.000

0.000

239.004

239.021

239.042

239.066

239.090

239.133

239.201

238.995

238.982

238.968

238.952

238.932

238.911

238.888

0.000

0.000

238.824

238.810

238.801

0.000

0.000

238.788

238.796

238.808

238.826

238.843

238.861

238.870

238.828

238.584

238.535

238.510

238.794

238.904

238.907

238.971

238.985

238.975

238.965

238.955

238.950

SETOUT

Point #

348

349

350

351

352

353

354

355

356

357

358

359

360

361

362

363

364

365

366

367

368

Easting

255410.695

255409.136

255406.316

255406.590

255404.277

255401.964

255401.437

255401.740

255404.028

255423.966

255424.249

255423.085

255422.255

255422.809

255426.512

255428.247

255429.981

255430.507

255430.221

255428.504

255426.786

Northing

5931253.000

5931252.675

5931253.463

5931252.145

5931251.664

5931251.182

5931251.510

5931252.053

5931252.758

5931257.195

5931255.823

5931255.581

5931256.129

5931256.955

5931257.722

5931258.084

5931258.447

5931258.126

5931257.581

5931256.986

5931256.391

Level

238.955

238.965

238.980

238.980

238.994

239.008

239.012

239.009

238.994

239.202

239.230

239.192

239.161

239.169

239.287

239.345

239.403

239.427

239.425

239.374

239.316

STATION DATA

Point #

909

910

911

920

921

922

Description

STN 8

STN 9

STN 10

PSM 221

PSM 222

PSM 1766

Easting

255432.321

255422.124

255320.001

255410.252

255512.605

255456.846

Northing

5931129.103

5931266.717

5931573.822

5931245.804

5931266.862

5931254.692

Level

240.193

238.675

242.231

238.582

240.699

240.798


Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

13/06/19

11/07/19

-

21

SETOUT

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -


Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

13/06/19

11/07/19

-

22

COVER SHEET

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -

WOOD STREET

LONG GULLY

GB4449


WEATHERALL STREET INTERSECTION

DECEMBER 2020

LOCALITY MAP

W

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DOCUMENT CONTROL

SH

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SH

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DE

SC

.

11/07/19

14/04/20

01/12/20



1 - 13 NELSON STREET ROUNDABOUT PLANS A A A

14 - 21 DOWDING STREET INTERSECTION PLANS A A A

22 COVER SHEET A A A

23 GENERAL NOTES A A A


25LAYOUT, FINISHES & ALIGNMENTS

A A A

26 SIGNAGE & LINEMARKING A A A

27 KERB & CHANNEL LONG SECTIONS A A A

28 LIGHTING UPGRADES A A A

29 SETOUT N/A N/A A


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PROJECT EXTENTS


Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

13/06/19

11/07/19

-

23

GENERAL NOTES

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -

IMPORTANT!











(min CBR 80)

Existing material:


requirements


600

300110 190

275

40


500



190


300

110 190

275

125


150

Reinforced

concrete apron










proceed.

FILL NOTES


Section 204.

























with.







Works.


































PAVEMENT NOTES




Standard.


- At

2

3




- At even spacings.



Court bowls 3

Intersections 2








304.082.


compaction test.


304.082.


compaction test.














AS1743-2001.







4. SD210 Expansion joints along any new sections of footpath are to be at a maximum separation of 14m centres as per SD205.

5. Tool joints are to be at 1.2m centres and constructed to SD210 unless noted otherwise.















Representative.




























KERB DETAILS

FOOTPATH DETAILS

STENCILED CONCRETE

LANDSCAPING DETAILS

1500

2.5

%

cro

ssfa

ll



IDM SD205


compacted CL3 FCR

5050

Varying widths


compacted CL3 FCR




color, clear seal

50

ROLL OUT GRASS

75

Loamy sand

Pull strin

g b

etw

een ke

rbs fo

r gra

de


300 300

existing pavement





shown

40

260

300

Dowel into kerb

with 200mm long

N10s at 500mm

cts. Pre-drill and

place dowels

100mm below top

of kerb

50


KERB & CHANNEL CONSTRUCTION NOTES

1. Where design kerb is to be matched into existing kerb of a different

profile, a 3m transition length is required. Over the transition length,

the kerb invert is to continue to fall in the direction of the existing kerb,

unless otherwise noted.

STN 8

RL 240.193


Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

13/06/19

11/07/19

1:200

24

DEMOLITION PLAN

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -

59 WOOD STREET

62 WOOD STREET

1/2A WEATHERALL STREET

2B WEATHERALL STREET

61 WOOD STREET

LEGEND

Concrete Kerb Removal Road Pavement RemovalSawcut AsphaltFootpath Removal

SERVICE ALTERATIONS

NO. TYPE ACTION

1

Drainage Extend Throat of existing DSEP 200mm to new kerb alignment.

2

Drainage Extend Throat of existing DSEP 250mm to new kerb alignment.

3

Drainage Remove Existing DSEP

4

Drainage Convert Existing DSEP to JP

5 Water

Replace Stop Valve Cover and raise to design pavement level. (+20mm)

6 Telstra

Raise Telstra lid level to match design naturestrip level. (+20mm)

7 Telstra

Lower Tesltra Lid level to match design footpath level. (-100mm)

8 Sewer

Replace Sewer Manhole Cover and lower to design footpath level (-100mm)

1

2

3

4

7

W

E

A

T

H

E

R

A

L

L

S

T

R

E

E

T

W

E

A

T

H

E

R

A

L

L

S

T

R

E

E

T

W

O

O

D

S

T

R

E

E

T

W

O

O

D

S

T

R

E

E

T

Linemarking Removal

5

6

8

AutoCAD SHX Text

300%%C RCP

AutoCAD SHX Text

225%%C RCP

AutoCAD SHX Text

225%%C RCP

AutoCAD SHX Text

300%%C RCP

AutoCAD SHX Text

375%%C RCP

AutoCAD SHX Text

375%%C RCP

AutoCAD SHX Text

300%%C RCP

AutoCAD SHX Text

GAS 40%%CSTEEL

AutoCAD SHX Text

GAS 40%%CSTEEL

AutoCAD SHX Text

GAS 40%%CSTEEL

AutoCAD SHX Text

TELSTRA 50%%CPVC

AutoCAD SHX Text

TELSTRA 50%%CPVC

AutoCAD SHX Text

TELSTRA 35%%CPVC

AutoCAD SHX Text

TELSTRA 50%%CPVC

AutoCAD SHX Text

SEWER 150%%CVC

AutoCAD SHX Text

SEWER 100%%CVC

AutoCAD SHX Text

WATER 100%%CAC

AutoCAD SHX Text

WATER 100%%CDICL

AutoCAD SHX Text

WATER 100%%CAC

AutoCAD SHX Text

WATER 100%%CAC

STN 8

RL 240.193

C

H

0

.0

0

C

H

5

.0

0

C

H

1

0

.0

0

C

H

1

5

.

0

0

C

H

2

0

.

0

0

CH

25.0

0

C

H

3

0

.

0

0

C

H

3

2

.

8

1

C

H

0

.0

0

C

H

5

.0

0

C

H

1

0

.0

0

C

H

1

5

.

0

0

C

H

2

0

.

0

0

C

H

2

5

.0

0

C

H

3

0

.0

0

C

H

3

2

.8

9

C

H

0

.0

0

C

H

5

.0

0

C

H

1

0

.0

0

C

H

1

5

.0

0

C

H

2

0

.

0

0

C

H

2

5

.0

0

CH 30.00

C

H

3

5

.0

0

C

H

3

6

.1

7

C

H

0

.

0

0

C

H

5

.

0

0

C

H

1

0

.

0

0

CH 15.00

C

H

2

0

.

0

0

C

H

2

5

.

0

0

C

H

3

0

.0

0

C

H

3

4

.8

4


Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

13/06/19

11/07/19

1:200

25

LAYOUT, FINISHES & ALIGNMENTS

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -

LEGEND

Concrete Kerb

- IDM SD100 SM1 for Kerb islands

- IDM SD100 SM2 for all other kerb

- Pedestrian Laybacks COGB SD192

- Driveway Layback COGB SD191

Road Pavement

- 40mm Asphalt

- 230mm CL1 FCR

Concrete Footpath

- IDM SD205

Stenciled Concrete

- IDM SD205

- 150mm depth

Naturestrip Treatment

- Kykuyu Roll out turf

- 75mm topsoil

North-West Kerb

North-East Kerb

South-East Kerb

South-West Kerb

See Page 2 for notes on

matching design kerb into

the existing kerb profile.

59 WOOD STREET

62 WOOD STREET



61 WOOD STREET

W

E

A

T

H

E

R

A

L

L

S

T

R

E

E

T

W

E

A

T

H

E

R

A

L

L

S

T

R

E

E

T

W

O

O

D

S

T

R

E

E

T

W

O

O

D

S

T

R

E

E

T

Construct SEP (COGB SD590-A-D-G-R).

Connect 300Ø RCP and extend 225Ø

RCP to connect to new pit.

Construct SEP (COGB SD590-A-D-G-R).

Connect to converted JP by 300Ø RCP

at 1%.

Match to existing Concrete footpaths and

property gate.

AutoCAD SHX Text

300%%C RCP

AutoCAD SHX Text

225%%C RCP

AutoCAD SHX Text

225%%C RCP

AutoCAD SHX Text

300%%C RCP

AutoCAD SHX Text

375%%C RCP

AutoCAD SHX Text

375%%C RCP

AutoCAD SHX Text

300%%C RCP

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

DWY

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

DWY

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

DWY

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

DWY

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GAS 40%%CSTEEL

AutoCAD SHX Text

GAS 40%%CSTEEL

AutoCAD SHX Text

GAS 40%%CSTEEL

AutoCAD SHX Text

TELSTRA 50%%CPVC

AutoCAD SHX Text

TELSTRA 50%%CPVC

AutoCAD SHX Text

TELSTRA 35%%CPVC

AutoCAD SHX Text

TELSTRA 50%%CPVC

AutoCAD SHX Text

SEWER 150%%CVC

AutoCAD SHX Text

SEWER 100%%CVC

AutoCAD SHX Text

WATER 100%%CAC

AutoCAD SHX Text

WATER 100%%CDICL

AutoCAD SHX Text

WATER 100%%CAC

AutoCAD SHX Text

WATER 100%%CAC

STN 8

RL 240.193

3

.

5

0

3

.

5

0

3

.5

0

3

.5

0

3

.5

0

3

.5

0


Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

13/06/19

11/07/19

1:200

26

SIGNAGE & LINEMARKING

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -

SIGN ALTERATIONS

NO. TYPE ACTION

1

Give Way: R1 - 2A Install Facing Western Approach

2

Give Way: R1 - 2A Install Facing Eastern Approach

3

Keep Left: R2 - 3A Install Facing Western Approach

4

Keep Left: R2 - 3A Install on same pole as 1 Facing East

5

Keep Left: R2 - 3A Install on same pole as 2 Facing West

6

Keep Left: R2 - 3A Install Facing Eastern Approach

7

Existing Give Way

Retain

8

Existing Give Way

Retain

1

2

3

4

5

6

7

8

LEGEND

Linemarking

59 WOOD STREET

62 WOOD STREET



61 WOOD STREET

W

E

A

T

H

E

R

A

L

L

S

T

R

E

E

T

W

E

A

T

H

E

R

A

L

L

S

T

R

E

E

T

W

O

O

D

S

T

R

E

E

T

W

O

O

D

S

T

R

E

E

T


Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

13/06/19

11/07/19

-

27

KERB & CHANNEL LONG SECTIONS

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -

5.00

10.00

12.50

14.00

15.00

15.50

18.86

20.00

21.36

23.86

25.00

26.00

26.65

27.00

28.00

29.00

30.00

31.00

31.17

CHAINAGE

238.43

238.43

238.43

238.64

238.71

238.76

238.81

238.84

238.99

239.04

239.08

239.12

239.14

239.14

239.14

239.15

239.13

239.10

239.08

239.08

239.09

NS CL

238.43

238.62

238.71

238.77

238.81

238.83

238.98

239.03

239.07

239.12

239.13

239.14

239.15

239.14

239.13

239.11

239.09

239.09

239.09

DES CL

Crest

R.L. 235.50

I.P

. 238.430

3.71%

I.P

. 238.764

4.50%

3.00

I.P

. 239.096

1.00%

5.00

I.P

. 239.152

-2.08%

2.00

I.P

. 239.090

-0.30%

2.00

NORTH-EAST KERB LONGITUDINAL SECTION CH 5.000 To 31.172

SCALES: H 1:200 V 1:50 (A3)

5.00

10.00

11.00

11.01

12.00

12.78

15.00

15.28

17.78

20.00

25.00

27.89

CHAINAGE

239.21

239.21

239.21

239.19

239.19

239.19

239.19

239.20

239.19

239.22

239.44

239.68

240.24

240.54

240.54

240.54

NS CL

239.21

239.16

239.15

239.15

239.16

239.16

239.23

239.25

239.46

239.69

240.23

240.54

DES CL

Sag

R.L. 236.50

I.P

. 239.207

-1.02%

I.P

. 239.146

0.99%

2.00

I.P

. 239.188

10.72%

5.00

NORTH-WEST KERB LONGITUDINAL SECTION CH 5.000 To 27.894

SCALES: H 1:200 V 1:50 (A3)

5.00

8.47

10.00

13.47

14.74

15.00

18.47

20.00

20.50

23.00

25.00

25.50

29.84

CHAINAGE

238.44

238.44

238.44

238.58

238.62

238.68

238.69

238.69

238.64

238.61

238.60

238.54

238.49

238.47

238.35

NS CL

238.44

238.57

238.62

238.68

238.68

238.68

238.64

238.61

238.60

238.54

238.49

238.47

238.35

DES CL

Crest

R.L. 235.50

I.P

. 238.442

3.65%

I.P

. 238.751

-2.17%

10.00

I.P

. 238.544

-2.90%

5.00

SOUTH-EAST KERB LONGITUDINAL SECTION CH 5.000 To 29.835

SCALES: H 1:200 V 1:50 (A3)

5.00

10.00

13.71

15.00

16.21

18.71

20.00

20.50

22.00

23.50

24.50

25.00

26.00

27.50

27.81

CHAINAGE

240.03

240.03

240.03

239.54

239.15

239.03

238.92

238.85

238.83

238.82

238.79

238.75

238.71

238.69

238.65

238.62

238.62

238.62

238.62

NS CL

240.03

239.52

239.15

239.03

238.94

238.85

238.83

238.82

238.79

238.74

238.70

238.69

238.66

238.62

238.62

DES CL

R.L. 236.00

I.P

. 240.034

-10.19%

I.P

. 238.891

-1.62%

5.00

I.P

. 238.798

-3.74%

3.00

I.P

. 238.648

-1.61%

3.00

SOUTH-WEST KERB LONGITUDINAL SECTION CH 5.000 To 27.806

SCALES: H 1:200 V 1:50 (A3)

STN 8

RL 240.193


Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

13/06/19

11/07/19

1:300

28

LIGHTING UPGRADES

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -


Existing Cat P Light

59 WOOD STREET

62 WOOD STREET



61 WOOD STREET

W

E

A

T

H

E

R

A

L

L

S

T

R

E

E

T

W

E

A

T

H

E

R

A

L

L

S

T

R

E

E

T

W

O

O

D

S

T

R

E

E

T

W

O

O

D

S

T

R

E

E

T

AutoCAD SHX Text

300%%C RCP

AutoCAD SHX Text

225%%C RCP

AutoCAD SHX Text

225%%C RCP

AutoCAD SHX Text

300%%C RCP

AutoCAD SHX Text

375%%C RCP

AutoCAD SHX Text

375%%C RCP

AutoCAD SHX Text

300%%C RCP

STN 8

RL 240.193

SETOUT

Point #

369

370

371

372

373

374

375

376

377

378

379

380

381

382

383

384

385

386

387

388

389

390

391

392

393

394

395

396

397

398

399

400

401

402

403

404

405

406

407

408

409

410

411

412

413

414

415

416

417

418

Easting

255449.793

255449.333

255449.184

255449.040

255448.595

255447.659

255445.879

255445.576

255445.500

255443.442

255441.134

255440.605

255439.287

255437.945

255436.025

255435.596

255435.179

255434.733

255434.274

255427.899

255428.438

255428.983

255429.524

255430.060

255432.050

255432.591

255433.121

255433.451

255434.769

255435.690

255436.550

255437.246

255437.016

255436.713

255438.182

255438.138

255437.847

255437.413

255436.769

255435.981

255435.529

255445.956

255446.085

255445.776

255445.395

255445.643

255445.868

255446.055

255446.276

255448.046

Northing

5931106.747

5931107.925

5931109.181

5931110.369

5931111.481

5931113.206

5931113.604

5931115.073

5931115.824

5931116.966

5931117.434

5931116.836

5931116.121

5931117.020

5931116.624

5931116.515

5931116.367

5931116.210

5931116.096

5931125.000

5931125.078

5931125.097

5931125.116

5931125.196

5931125.606

5931125.738

5931125.909

5931126.874

5931127.590

5931127.464

5931128.391

5931129.445

5931130.163

5931131.632

5931132.701

5931134.083

5931135.435

5931136.426

5931137.296

5931138.421

5931139.718

5931142.383

5931140.903

5931139.451

5931137.745

5931136.015

5931135.346

5931134.851

5931134.370

5931133.970

Level

238.699

238.724

238.753

238.800

238.849

238.900

0.000

0.000

238.979

239.140

239.391

0.000

0.000

239.735

239.935

239.985

240.036

240.079

240.116

240.594

240.574

240.522

240.457

240.392

240.173

240.109

240.045

0.000

0.000

239.696

239.550

239.420

0.000

0.000

239.249

239.237

239.243

239.255

239.268

239.281

239.288

239.191

239.181

239.204

239.230

239.213

239.206

239.200

239.191

0.000

SETOUT

Point #

419

420

421

422

423

424

425

426

427

428

429

430

431

432

433

434

435

436

437

438

439

440

441

442

443

444

445

446

447

448

449

450

451

452

453

454

455

456

457

458

459

460

461

462

463

464

465

466

467

468

Easting

255448.350

255448.422

255449.750

255451.219

255451.870

255453.189

255454.684

255456.580

255457.742

255458.767

255459.822

255461.019

255466.534

255466.043

255465.547

255465.110

255464.678

255462.758

255461.213

255459.805

255459.776

255458.457

255457.669

255457.574

255457.974

255458.278

255456.627

255456.796

255457.546

255458.356

255459.439

255460.551

255461.385

255435.421

255436.107

255433.578

255431.050

255430.523

255430.824

255433.122

255438.070

255438.767

255440.539

255441.084

255440.257

255456.521

255457.209

255459.539

255461.869

255462.170

Northing

5931132.501

5931131.750

5931130.916

5931130.369

5931130.741

5931131.456

5931130.273

5931130.664

5931131.063

5931131.740

5931132.437

5931132.847

5931122.743

5931122.660

5931122.626

5931122.599

5931122.532

5931122.136

5931121.643

5931120.837

5931119.320

5931118.604

5931118.485

5931118.319

5931117.636

5931116.167

5931115.060

5931112.927

5931110.922

5931109.828

5931109.003

5931108.157

5931107.037

5931122.091

5931120.827

5931120.305

5931119.784

5931120.112

5931120.654

5931121.373

5931122.661

5931121.375

5931121.741

5931122.568

5931123.112

5931126.469

5931125.202

5931125.930

5931126.659

5931127.201

Level

0.000

239.078

239.002

238.926

0.000

0.000

238.773

238.701

238.649

238.598

238.557

238.495

238.432

238.444

238.456

238.471

238.485

238.542

238.591

238.637

0.000

0.000

238.715

238.719

0.000

0.000

238.768

238.758

238.717

238.672

238.617

238.572

238.494

239.985

239.943

240.220

240.497

240.566

240.498

240.242

239.694

239.652

239.458

239.369

239.456

238.845

238.837

238.784

238.732

238.722

SETOUT

Point #

469

470

471

472

473

474

475

476

477

478

479

480

481

482

483

484

485

486

487

488

489

Easting

255461.643

255459.082

255453.862

255454.560

255452.731

255451.905

255452.449

255439.859

255440.432

255437.794

255438.151

255442.431

255443.688

255442.714

255444.297

255460.152

255461.504

255460.897

255452.316

255451.444

255449.700

Northing

5931127.529

5931126.999

5931125.918

5931124.632

5931124.255

5931124.799

5931125.626

5931115.066

5931114.010

5931113.188

5931111.787

5931109.765

5931110.409

5931112.950

5931113.277

5931116.379

5931116.658

5931117.849

5931133.064

5931134.672

5931134.312

Level

238.732

238.788

238.904

238.896

238.936

238.954

238.936

239.548

239.487

239.873

239.862

239.504

239.457

239.226

239.048

238.737

238.768

238.721

238.904

238.938

239.042

STATION DATA

Point #

909

910

911

920

921

922

Description

STN 8

STN 9

STN 10

PSM 221

PSM 222

PSM 1766

Easting

255432.321

255422.124

255320.001

255410.252

255512.605

255456.846

Northing

5931129.103

5931266.717

5931573.822

5931245.804

5931266.862

5931254.692

Level

240.193

238.675

242.231

238.582

240.699

240.798


Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

13/06/19

11/07/19

-

29

SETOUT

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -

6

0

m

1

0

0

m

8

0

m

7

0

m

4

0

m

1

0

0

m

3.70

t (m)

h (mm)

t (m)0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8

h (mm)100 100 99 97 95 93 90 86 81 76 71 65 58 51 43 34 25 16 5


Survey

Scale:

Approved by

Design

Checked

GB4449

WOOD STREET

LONG GULLY


H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

13/06/19

11/07/19

-

30

SPEED HUMP LOCATIONS

Revision :

File :


AMENDMENTS


CONSTRUCTION

ISSUED FOR

Plot Date:

BAYLEYPlotted By:

24/03/2020

Sheet: Reference:

OF 30

11/07/19

11/07/19

A

GB4449.dwg

A3

- - - -

H

O

L

D

S

W

O

R

T

H

R

O

A

D

M

C

G

O

W

A

N

S

T

R

E

E

T

W

E

A

T

H

E

R

A

L

L

S

T

R

E

E

T

D

O

W

D

IN

G

S

T

R

E

E

T

N

E

L

S

O

N

S

T

R

E

E

T

S

T

A

F

F

O

R

D

S

T

R

E

E

T

LEGEND

Speed Humps

- Layout/Signs: AS1742.13 Figure 3.2

- Linemarking: AS1742.13 Figure 4.3

- Profile: AS1742.13 Figure C1

Install W5-10 & W8-2 (20)

Install W5-10 & W8-2 (20)

Construct asphalt speed

hump 3.70m wide as per

Speed hump profile.

Piano Key Linemarking as

shown.

Speed Hump Detail

Speed Hump Profile

W5 - 10

W8 - 2 (20)

Scale: 1:100

Scale: 1:25

WOOD STREET DRAFTTENDER LONG GULLY St... · 6.Pedestrian crossings are to be constructed as per IDM...

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Transcript of WOOD STREET DRAFTTENDER LONG GULLY St... · 6.Pedestrian crossings are to be constructed as per IDM...