ELTHAM PRECAST CONCRETE LINTEL APPROVED BY THE ... · "ELTHAM" PRECAST CONCRETE LINTEL TO MATCH COLOUR OF EXISTING KERB & CHANNEL OR EQUIVALENT APPROVED BY THE SUPERINTENDENT "ELTHAM"

600 OR 900 (REFER TO TABLE)

600

SL92

150150

SECTION A-A

INVERT

BACK OF KERB

A A

BB

LIP OF KERB


600150 150

SECTION B-B

SL92

SHAPE INVERT OF PIT

WITH MASS CONCRETE

TO PROVIDE SMOOTH

TRANSITION

50 MIN

6

5

M

I

N

35 IN

VERT

DEPRESSIO

N

35

PLAN

600


600

INVERT DEPRESSION

"ELTHAM" PRECAST CONCRETE LINTEL

TO MATCH COLOUR OF EXISTING

KERB & CHANNEL OR EQUIVALENT

APPROVED BY THE SUPERINTENDENT

"ELTHAM" PRECAST CONCRETE LINTEL

TO MATCH COLOUR OF EXISTING

KERB & CHANNEL OR EQUIVALENT

APPROVED BY THE SUPERINTENDENT

CITY OF PORT PHILLIP

INFRASTRUCTURE SERVICES

PIT DEPTH PIT COVER STEP IRONS

<=1000mm R&S GRATING WEAVED35 NO

(PIT CLEAR OR EQUIVALENT APPROVED

OPENING BY SUPERINTENDENT

600 x 600)

>1000mm R&S GRATING WEAVED55 YES

(PIT CLEAR OR EQUIVALENT APPROVED REFER TO

OPENING BY SUPERINTENDENT SD2101

900 x 600)

NOTES:

1. USE SL92 REINFORCEMENT WITH 300MM MINIMUM LAP LENGTH

AND CLEAR COVER OF 65MM. CORNER RETURN REINFORCEMENT

MAY BE FABRIC OR EQUIVALENT BARS.

2. CONCRETE STRENGTH TO BE 32MPa AT 28 DAYS.

3. PITS LOCATED IN MARINE ENVIRONMENTS SHALL HAVE CONCRETE

STRENGTH OF 40MPa AT 28 DAYS.

4. PITS DEEPER THAN 1000MM SHALL BE FITTED WITH STEP IRONS.

REFER TO SD 2101.

5. MAXIMUM PIPE DIAMETER FOR THIS PIT IS 450MM.

6. MINIMUM FALL ACROSS PIT BASE TO BE 30MM.

7. FOR PITS DEEPER THAN 1200MM USE FABRIC SL918.

8. GROUT: 2 PARTS SAND, 1 PART CEMENT AND SUFFICIENT WATER

TO PRODUCE MIX OF SUITABLE CONSISTENCY.

SAWCUT KERB AND REINSTATE

WITH 40MPa NON SHRINK GROUT

COLOURED TO MATCH KERB

REFER TO NOTE 2.0

BLUESTONE KERB

PLAN

BLUESTONE KERB

EXISTING KERB

AND CHANNEL

BREAK INTO EXISTING

STORMWATER PIPE

* 100MMØ GALVANISED STEEL

PIPE AT MIN GRADE 1 IN 50

* UPVC SEWER GRADE PIPE MAY BE

USED SUBJECT TO COVER EXCEEDING

400mm AND THE APPROVAL OF THE

SUPERINTENDENT

90° SADDLE

CONNECTION

PRO

PERTY LIN

E

75MM MIN DEPTH, 20mm CLASS CC2

CRUSHED CONCRETE

TEE CONNECTION

CAPS (THREADED ACCESS)

CONNECTION TO STORMWATER PIPE

300m

m M

IN

.

HOUSE DRAIN CONNECTION

TO BLUESTONE KERB

EXISTING KERB

AND CHANNEL

CONNECT TO HOUSE DRAIN

USING SEWER GRADE RUBBER

SLEEVES AND CIRCLIPS

PRO

PERTY LIN

E

CHARCOAL COLOURED CONCRETE

TO MATCH WIDTH OF BLUESTONE KERB.

REFER TO NOTE 2.0

100MMØ GALVANISED STEEL

PIPE AT MIN GRADE 1 IN 50

CONNECT TO HOUSE DRAIN

USING SEWER GRADE RUBBER

SLEEVES AND CIRCLIPS

75MM MIN DEPTH, 20mm CLASS CC2

CRUSHED CONCRETE

CHARCOAL COLOURED CONCRETE

FOOTPATH

FOOTPATH

CONNECTION TO KERB & CHANNEL



NOTES:

1. FOOTPATH:

ASPHALT - 15% RAP HOT MIX 30mm MIN. THICK

SIZE 7, TYPE L ASPHALT ON A 75mm MIN. 20mm CLASS CC2

CRUSHED CONCRETE COMPACTED TO 95% MOD.

CONCRETE - 75mm MIN. THICK, CONCRETE

STRENGTH TO BE F'c = 32Mpa @ 28 DAYS.

2. CONCRETE COLOUR TO BE CHARCOAL HANSON "EBONY"

COLOUR OR 15kg "BLACK OXIDE" BAYER 318 PER CUBIC

METRE CONCRETE OR APPROVED EQUIVALENT.

APPROVAL ON THE COLOUR MUST BE OBTAINED FROM THE

COUNCIL'S SUPERINTENDENT PRIOR TO COMMENCEMENT

OF ANY CONCRETE WORKS.

3. WHERE HOUSE DRAIN IS TO BE CONNECTED TO

COUNCIL'S UNDERGROUND DRAIN, HOUSE DRAIN

PIPE SHALL NOT PROTRUDE INTO EXISTING DRAIN.

4. KERB ADAPTORS MAY BE USED IN SOME CASES SUBJECT TO

APPROVAL BY THE SUPERINTENDENT. KERB ADAPTOR TO BE

R&S GRATING "RECYCLED RUBBER FOR B2 CONCRETE KERB

AND CHANNEL".

5. PIPE:

100mm DIA. GALVANIZED STEEL PIPE, 4.5mm

WALL THICKNESS - AS1074.

SECTION

D

250

250

4D

H



PRO

PERTY LIN

E

GAP BETWEEN

STONES

MIN 10mm;

MAX 30mm

CO

MPACTED

FIN

E C

RU

SH

ED

RO

CK

CO

NCRETE

PRO

PERTY LIN

E

75

150

150

(TYP.)

CARRIAGEWAY PITCHERS TO BE

LAID IN STRETCHER BOND PATTERN

PITCHER PAVING DETAIL

TYPICAL CROSS SECTION

75mm MIN DEPTH

25Mpa CONCRETE

150mm MIN THICKNESS

20mm CLASS 3, 3% CTCR

VARIES VARIES

CUT BLUESTONE PITCHERS

TO MATCH PROPERTY LINE

CUT BLUESTONE PITCHERS

TO MATCH PROPERTY LINE

25

25mm DROP FROM LIP LEVEL

TO INVERT LEVEL FOR THE

THREE PITCHER SPOON DRAIN

3 PITCHER

SPOON DRAIN

APPROVED SUBGRADE

NOTES:

1. LIFT BLUESTONE PITCHERS & EXCAVATE TO

REQUIRED DEPTH.

2. CLEAN & RESET BLUESTONE PITCHERS ON 25 MPa

CONCRETE BASE AND 3% CEMENT TREATED CRUSHED

ROCK SUB-BASE.

3. BLUESTONE JOINTS TO BE FILLED WITH A GROUT MIX OF:

16% CEMENT, 16% STONEDUST, 67% BLENDED WASHED SAND

AND 1% LIME WITH BAYER SYNTHETIC COLOUR OXIDE ADDED

AT A RATE OF 40 KG/M ³ THOROUGHLY MIXED THROUGH THE GROUT.

(CHARCOAL COLOURED GROUT)

4. TYPICAL PITCHER SIZE OF 150MM X 200MM IS AN

AVERAGE SIZE ONLY.

5. ALL GROUTED JOINTS TO BE A MAXIMUM OF 30mm

WIDE TO FULL DEPTH OF PITCHER.

6. ALL EXCESS GROUT TO BE REMOVED FROM THE

SURFACE OF THE BLUESTONE.

7. CONCRETE COMPRESSIVE STRENGTH SHALL BE

25 MPa AT 28 DAYS.

8. ALL DIMENSIONS ARE IN MILLIMETRES.



"WARM MIX" SIZE 10mm,

TYPE N ASPHALT

15% RAP HOT MIX

SIZE 7mm, TYPE L ASPHALT

SIZE 7mm, TYPE L ASPHALT

APPROVED SUB-GRADE

APPROVED SUB-GRADE

APPROVED SUB-GRADE

CONCRETE STRENGTH

25MPa AT 28 DAYS

40

250 U

.N

.O

.

30

75

40

100

75

75

LIGHT DUTY

ROAD PAVEMENT

COMMERCIAL ASPHALT

FOOTPATH

CONCRETE FOOTPATH

RESIDENTIAL ASPHALT

FOOTPATH

TRENCH REINSTATEMENT

(FOR OTHER UTILITIES

SERVICES)

APPROVED SUB-GRADE

SIZE 20mm CLASS 2 FCR

(COMPACTED TO 95% MOD TEST)

ASPHALT REINSTATEMENT WITH

SIZE 10mm TYPE N ASPHALT,

NOMINAL 75mm THICKNESS

(IN TWO LAYERS)

TRENCH BACKFILLED

AND COMPACTED BY OTHERS

SIZE 20mm CLASS CC2

CRUSHED CONCRETE

(COMPACTED TO 95%

MOD TEST)

NOTE:

USE EMOLEUM "LATTEPHALT" OR EQUIVALENT

APPROVED BY THE SUPERINTENDENT, IN

SHOPPING STRIPS.

(IN

TW

O LAYERS)

SIZE 20mm CLASS 2 FCR

(COMPACTED TO 95% MOD TEST)



BEDDING MATERIAL: 100mm THICK,

SIZE 20mm, CLASS 2 FCR, COMPACTED

TO 95% MOD TEST

DRAIN

AG

E TREN

CH

D

EPTH

VARIES

BACKFILL MATERIAL: SIZE 20mm,

CLASS 2 FCR, COMPACTED TO 95%

MOD TEST, IN 150mm LAYERS

EXISTING ROAD SURFACE LEVEL

DRAINAGE TRENCH

40mm, SIZE 10, TYPE N ASPHALT

250mm (IN TWO LAYERS),

SIZE 20, CLASS 2 FCR, COMPACTED

TO 95% MOD TEST

SAW

CU

T LIN

E

SAW

CU

T LIN

E

CRACK SEAL ALONG

THE JOINT (TYPICAL)

APPROVED SUBGRADE

300mm MIN.

300mm MIN.



NOTES:

1. THE EDGES OF THE TRENCH ARE TO BE NEATLY SAWCUT PRIOR TO

EXCAVATION WORKS.

2. CRUSHED ROCK TO BE APPROVED BY THE SUPERINTENDENT PRIOR TO

COMMENCEMENT OF BACKFILL WORKS.

W

ID

TH

2.5M

PRO

PERTY LIN

E

PLAN

CO

NSTRU

CT CH

AN

NEL TO

M

ATCH

EXISTIN

G M

ATERIAL

0.5M

RADIUS

(ROLLOVER)

FO

OTPATH

B C

D

FACE O

F KERB

A A

FO

OTPATH

BACK O

F KERB

LIP LIN

E

REFER TO NOTE 2 FOR

RESIDENTIAL AND COMMERCIAL

VEHICLE CROSSINGS

D

SECTION A-A

230

25mm CHAMFER

300

500

270

DEPTH

B C

NO BULLNOSE

75mm THICK OF

20mm CLASS 2 FCR

COMPACTED TO 95%

MOD TEST

REINFORCEMENT

AS PER NOTE 1 SET

ON BAR CHAIRS

EACH OF THE RELATIVE GRADE CHANGES BETWEEN THE ROAD, SECTION C,

SECTION B, AND INSIDE THE PROPERTY LINE SHALL NOT EXCEED 12%.

JO

IN

TS

0.5M

RADIUS

(ROLLOVER)

PAVEM

EN

T

CONSTRUCT CHANNEL TO

MATCH EXISTING MATERIAL

INDUSTRIAL

COMMERCIAL

RESIDENTIAL

NOTES:

SL82 185mm

2. RESIDENTIAL AND COMMERCIAL VEHICLE CROSSINGS



SL92

SL92

215mm

230mm

1. CONCRETE DETAIL

CONCRETE STRENGTH: 32MPa AT 28 DAYS.

PLACE REINFORCEMENT 50mm ABOVE CRUSHED ROCK BASE, ON BAR CHAIRS.

SURFACE FINISH: TROWELLED AND GROOVED AT CHANGES OF GRADE.

TYPE

REINFORCEMENT

DEPTH OF SLAB

FOOTPATH RESERVE WITH NATURE STRIP

D B* C

EXISTING FOOTPATH

RESERVE WIDTH

DIMENSION B AND C ARE GOVERNED BY THE EXISTING

FOOTPATH AND NATURE STRIP WIDTHS.

MATERIAL: ASPHALT*

OR CONCRETE TO MATCH

FOOTPATH MATERIAL.

MATERIAL: CONCRETE TO

MATCH COLOUR OF KERB

AND CHANNEL.

FOOTPATH RESERVE WITHOUT NATURE STRIP

D B* C

IF D IS BETWEEN 1.75m

AND 2.25m.

IF D IS LESS THAN 1.75m.

IF D IS BETWEEN 2.25m

AND 5.00m.

IF D IS GREATER THAN

5.00m.

MATERIAL: CONCRETE TO

MATCH COLOUR OF KERB

AND CHANNEL.

MATERIAL: CONSTRUCT ENTIRE VEHICLE CROSSING

IN CONCRETE TO MATCH COLOUR OF FOOTPATH.

VARIES 0.75m

VARIES

VARIES

1.50m

3.50m

B* IF SECTION B OF THE CROSSING IS TO BE CONSTRUCTED IN ASPHALT,

THEN REBATE CONCRETE BY 35mm (MIN.) TO ALLOW FOR ASPHALT

WEARING COURSE.

FOR RESIDENTIAL: USE SIZE 7, TYPE L ASPHALT.

FOR COMMERCIAL: USE SIZE 10, TYPE N ASPHALT.

3. INDUSTRIAL VEHICLE CROSSINGS

DIMENSIONS B AND C: REFER TO NOTE 2 ABOVE.

MATERIAL: CONSTRUCT ENTIRE VEHICLE CROSSING IN CONCRETE TO MATCH

COLOUR OF FOOTPATH.

4. GENERAL

- THE COLOUR OF CONCRETE TO BE USED IS EITHER PLAIN OR CHARCOAL

COLOURED DEPENDING ON THE COLOUR OF MATERIAL REQUIRED TO BE

MATCHED.

- FOR CHARCOAL COLOURED CONCRETE USE HANSON "EBONY" COLOUR

OR 15kg "BLACK OXIDE" BAYER 318 PER CUBIC METRE CONCRETE OR

APPROVED EQUIVALENT.

- APPROVAL ON THE COLOUR MUST BE OBTAINED FROM COUNCIL'S

SUPERINTENDENT PRIOR TO COMMENCEMENT OF ANY VEHICLE CROSSING

WORKS.

- ALL CROSSINGS SHALL HAVE A MINIMUM RISE OF 150mm FROM THE

CHANNEL INVERT TO THE PROPERTY LINE.

- REFER TO AS/NZS 2890.1 FOR WIDER CROSSINGS, MAXIMUM 5.5m.

MATERIAL: ASPHALT*

OR CONCRETE TO MATCH

FOOTPATH MATERIAL.

SD4108

2.0 WIDE PEDESTRIAN PATH

COLOURED SURFACE TREATMENT

PAVEMENT

SURFACE

PAVEMENT

SURFACE

80

(TYP)

80

(TYP)

SAW

CU

T

LIN

E

SAW

CU

T

LIN

E

CROSS SECTION A-A

40

(TYP)

40

(TYP)

SIZE 10, TYPE N WARM MIX

ASPHALT WEARING COURSE

SIZE 10, TYPE N WARM MIX

ASPHALT WEARING COURSE

COLOURED SURFACE TREATMENT

PLAN

A A



NOTES:

1. COLOURED SURFACE TREATMENT: USE YELLOW OMNIGRIP CST OR

EQUIVALENT AS APPROVED BY THE SUPERINTENDENT

SKID RESISTANCE VALUE (SRV) > 54BPN.

2. ALL DIMENSIONS ARE IN MILLIMETRES.

x7 Ca

x10 Dc

x7 Dt

x7 Ll

x3 Ca

x5 Dc

x3 Dt

x3 Ll

x8 Ca

x12 Dc

x8 Dt

x8 Ll

x1 Ca

x2 Dc

x1 Dt

x1 Ll

x1 Ca

x2 Dc

x1 Dt

x1 Ll

x4 Lt

x4 Pm

x9 Lt

x9 Pm

x10 Lt

x10 Pm

x10 Lt

x10 Pm

x7 Lt

x7 Pm

x7 Lt

x7 Pm

x3 Lt

x3 Pm

x12 Lt

x12 Pm

x33 Lt

x33 Pm

x45 Lt

x45 Pm

x29 Lt

x29 Pm

x19 Lt

x19 Pm

x6 Lt

x6 Pm

x10 Lt

x10 Pm

x10 Lt

x10 Pm

x6 Lt

x6 Pm

x6 Lt

x6 Pm

x5 Lt

x5 Pm

x10 Lt

x10 Pm

x6 Lt

x6 Pm

x6 Lt

x6 Pm

x4 Lt

x4 Pm

x6 Lt

x6 Pm

x5 Lt

x5 Pm

x70 Cp

x18 Cv

x25 Cp

x6 Cv

x6 Lf

x26 Mp

C. ficifolia

A. heterophylla

x3 Wd x11 Wd

x7 Ca

x10 Dc

x7 Dt

x7 Ll

x3 Ca

x5 Dc

x3 Dt

x3 Ll

x8 Ca

x12 Dc

x8 Dt

x8 Ll

x1 Ca

x2 Dc

x1 Dt

x1 Ll

x1 Ca

x2 Dc

x1 Dt

x1 Ll

x45 Ca

x68 Dc

x45 Dt

x45 Ll

x20 Ca

x30 Dc

x20 Dt

x20 Ll

x15 Ca

x23 Dc

x15 Dt

x15 Ll

x12 Ca

x18 Dc

x12 Dt

x12 Ll

x12 Ca

x18 Dc

x12 Dt

x12 Ll

x11 Ca

x17 Dc

x11 Dt

x11 Ll

x16 Ca

x24 Dc

x16 Dt

x16 Ll

x14 Ca

x21 Dc

x14 Dt

x14 Ll

x3 Ca

x5 Dc

x3 Dt

x3 Ll

x10 Ca

x15 Dc

x10 Dt

x10 Ll

x9 Wd x4 Wd

x10 Wd

x4 Wd

x10 Wd

x4 Lt

x4 Pm

x9 Lt

x9 Pm

x10 Lt

x10 Pm

x10 Lt

x10 Pm

x7 Lt

x7 Pm

x7 Lt

x7 Pm

x3 Lt

x3 Pm

x19 Lt

x19 Pm

x19 Lt

x19 Pm x10 Lt

x10 Pm

x8 Lt

x8 Pm

x9 Lt

x9 Pm

x11 Lt

x11 Pm

x6 Lt

x6 Pm

x8 Lt

x8 Pm

x10 Lt

x10 Pm

x9 Lt

x9 Pm

x6 Lt

x6 Pm

x8 Lt

x8 Pm

x11 Lt

x11 Pm

x10 Lt

x10 Pm

x6 Lt

x6 Pm

x8 Lt

x8 Pm

x8 Lt

x8 Pm

x7 Lt

x7 Pm

x17 Lt

x17 Pm

x15 Lt

x15 Pm

x46 Lt

x46 Pm

x12 Lt

x12 Pm

x33 Lt

x33 Pm

x45 Lt

x45 Pm

x29 Lt

x29 Pm

x19 Lt

x19 Pm

x6 Lt

x6 Pm

x10 Lt

x10 Pm

x10 Lt

x10 Pm

x6 Lt

x6 Pm

x6 Lt

x6 Pm

x5 Lt

x5 Pm

x10 Lt

x10 Pm

x6 Lt

x6 Pm

x6 Lt

x6 Pm

x4 Lt

x4 Pm

x6 Lt

x6 Pm

x5 Lt

x5 Pm

x70 Cp

x18 Cv

x25 Cp

x6 Cv

x44 Cp

x11 Cv

x12 Cp

x3 Cv

x12 Cp

x3 Cv

x15 Cp

x4 Cv

x20 Cp

x5 Cv

x10 Cp

x3 Cv

x15 Cp

x4 Cv

x15 Cp

x4 Cv

x9 Cp

x3 Cv

x14 Cp

x4 Cv

x32 Cp

x8 Cv

x6 Lf x6 Lf x6 Lf

x6 Lf

x6 Lf x6 Lf

x6 Lf

x6 Lf

x6 Lf x6 Lf

x6 Lf x6 Lf

x6 Lf

x6 Lf x6 Lf

x6 Lf

x6 Lf

x6 Lf

x6 Lf x6 Lf

x26 Mp

C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia

C. ficifoliaC. ficifoliaC. ficifoliaC. ficifoliaC. ficifoliaC. ficifoliaC. ficifolia

C. ficifolia

A. heterophylla

x4 Lf x4 Lf x4 Lf

x4 Lf x4 Lf

x4 Lf x4 Lf x4 Lf

x4 Lf

x4 Lf x4 Lf x4 Lf

x4 Lf x4 Lf

x3 Wd x11 Wd x8 Wd x10 Wd x5 Wd x7 Wd

x4 Wd x13 Wd

x4 Wd

x1 Wd

x6 Wd x16 Wd x4 Wd

x4 Lf

C. ficifolia

Millar & Merrigan authorize the use

of this drawing only for the purpose

described by the status stamp shown

below. This drawing should be read

in conjunction with all relevant

contracts, specifications, reports

& drawings.

© Millar & Merrigan Pty. Ltd.Millar & Merrigan Pty Ltd

2/126 Merrindale Drive, Croydon 3136

156 Commercial Road, Morwell 3840

PO Box 247 Croydon, Victoria 3136

(03) 8720 9500 (03) 5134 8611

www.millarmerrigan.com.au

[email protected]

M R

SAI GLOBAL Quality ISO 9001

ACN 005 541 668

Metro

Regional

Mail

STREETSCAPE PLAN

PROPOSED STREETSCAPE UPGRADE

Nott Street, Port Melbourne

Port Phillip City Council

17521 L02

VERSION 1

SHEET 1 OF 5

1

Detailed design for approval

AD LP Oct 2015

No.Revision Description

Drawn Checked Date

North

02 1

1:100

2 4

Original sheet size A1

Legend

Existing services

Existing tree

Proposed street tree within tree pit

Proposed tree in roundabout

Proposed shrubs

Proposed strappy leaf plants

Proposed WSUD garden bed

Concrete ramps

Proposed parking

Grated cross over

Proposed traffic island

Proposed threshold ramps - asphalt

Proposed concrete channel

Proposed concrete edge strip

Proposed timber edge

Proposed concrete kerb

Existing contours

3

Notes:

This plan is to be read in conjunction with the Landscape Concept Plan by Millar Merrigan and the detailed civil

design for the Nott Street Streetscape Upgrade from Storm Consulting .

1. WARNING!! The location of underground services shown on this plan are design locations only. Engage a

service location company preferably or contact the appropriate service authorities for as-built locations.

2. Plant Setout: Plants indicated on the drawing are set out to scale.

3. General Note on Soil: Do not work soil when it is wet.

4. Imported topsoil: Where imported top soil is required, the subsoil shall be ripped and cultivated to a depth of

300mm to combine with the existing soil/base (refer to Australian Standard AS4419 "Soils for Landscaping and

Garden Use"). The imported top soil should comply with the following standard:

Free from perennial weeds and their roots, bulbs or rhizomes;

Free from buildiing rubble, including bricks, concrete, plaster, timber, oil or any other matter deleterious to plant

growth;

Free from rocks or stones greater than 5mm diameter, but in any case, to have less than 5% stone by dry

weight;

pf to be 6.0- 7.0

Texture to be light to medium friable;

Free from silt mater.

A laboratory certificate shall accompany the imported top soil, demonstrating the mix is in accordance with the

above requirements

5. Garden bed preparation: Spray area with a broad-leafed plant glyphosate-based herbicide if weeds are

present. Wait two weeks and respray if all weeds are not dead. Remove spent weeds off-site. Remove any

topsoil and store. Ensure no subsoil gets mixed in with the material stored (if no topsoil present, remove

~75mm subsoil) and cultivate subsoil to 150-200mm, mixing in gypsum at 1 kg/sqm. Replace stockpiled

topsoil, with gypsum also mixed in (1kg/sqm). Shape soil, ensuring drainage is away from buildings. Final soil

level should be 50mm above the normal (non garden bed) grade. Plant out garden bed, using 5-10g Osmocote

or similar (slow-release form) - ensure the fertiliser used is the correct one for the plant species i.e. if there are

indigenous/native plants ensure that the fertiliser used has the correct NPK ratio.

6. Tubestock & Shrub Planting Procedure : Ensure rootballs are moist before planting. Plant tubestock and

shrubs as per detail. Place suitable slow release fertiliser in base of hole and mix thoroughly with broken up

soil. Water well immediately after planting and ensure all ties, labels etc attached to the plant are removed.

7. Tree Planting Procedure: The Contractor is to notify the Superintendent prior to deleting any trees due to

service infrastructure locations. Tree locations are to be confirmed with Council prior to excavation and

installation. Trees must be sourced with trunks strong enough to support the canopy weight. Staking is

necessary only to reduce vandalism and lawn mower damage. Tree ties should be loose enough to permit

trunks to move in the wind.

Plant trees as per detail and in accordance with the following:

a. Thoroughly soak root ball prior to planting.

b. Stake out on ground the proposed location of all plant pits prior to excavation. Excess excavated soil to

be spread throughout planting areas.

c. Place fertilizer (1.5g Terracottem per litre of displaced soil or 15g equivalent slow-release fertilizer) in the

base of the tree pit and mix thoroughly with broken up soil.

d. Remove all labels, nursery stakes and any binding materials such as string, twine, rubber ties etc.

e. Remove plant from pot and gently tease out matted roots. Root bound plants will be rejected.

f. Place plant in hole ensuring the soil level of the pot matches surrounding ground level. Backfill around

the plant with well broken up soil. Tread in soil to place root ball at finished levels.

g. Water plants thoroughly after completion of planting.

Spread mulch to min. 80mm depth after planting, creating a watering bowl as per planting detail 1.

8. Mulch: Mulch may be either a non-leafy mulch or a non-combustible mulch such as sustainably sourced

pebbles, recycled bricks or similar products. Timber mulch must conform with AS 4454-2003, and have 80% of

particles in the size range 6-10mm in plan and 5-10mm in thickness; no particle is to exceed 25mm in plan and

avoid the use of rare timbers as mulch. Evenly spread 80mm (min.) depth of mulch to all garden beds, and tree

watering basins after planting operations. Mulch is to be kept away from tree trunks and plant stems to prevent

collar-rot.

9. Lawn repair: Aerate and top dress existing lawn with 10mm sandy loam (optional) and rake out flat. Sow

grass using a hardy non invasive blend (with added fertiliser) to product specifications. Use environmentally

friendly and sustainable products.

10. Maintenance: Is required on all landscaping works for a period of 104 weeks (2 years). Maintenance includes

but is not restricted to regular weeding, watering, pruning, re-staking and re-tying of trunks, regular

replacement of dead stock, edging and mowing of all grassed areas. Mulch is to be topped up as necessary.

Trees are to be healthy, straight, well formed and structured, disease free with a strong central leader.

Planting Schedule

Sym Qty Code Botanical Name Common Name H x W (m) Pot Size Density

GARDEN BED PLANTING:

TREES

1 Named Araucaria heterophylla Norfolk island pine 30.0 x 15.0 16L As shown

27 Named Corymbia ficifolia Red flowering gum 10.0 x 9.0 16L As shown

SHRUBS

293 Cp Callistemon pearsonii 'Rocky Rambler' Bottlebrush cultivar 0.3 x 0.5 140mm 4p/m²

76 Cv Callistemon viminalis 'Better John' Bottlebrush cultivar 1.2 x 0.9 140mm 1p/m²

129 Wd Westringia 'Deeppurple' Native rosemary cultivar 0.5 x 0.5 140mm As shown

STRAPPY LEAF PLANTS & GROUNDCOVERS

519 Lt Lomandra longifolia 'Tanika' Spiny headed mat-rush 0.6 x 0.6 tube 4p/m²

519 Pm Poa morrisii* Velvet tussock grass 0.5 x 0.5 tube 4p/m²

222 Lf Lomandra 'Frosty Top' Spiny headed mat-rush 0.5 x 0.5 tube 4p/m²

26 Mp Myoporum parvifolium Creeping boobialla 0.2 x 2.0 tube 2p/m²

WSUD GARDEN BED:

STRAPPY LEAF PLANTS

178 Ca Carex appressa Tall sedge 1.2 x 1.0 tube 4p/m²

270 Dc Dianella caerula* Paroo lily 0.3 x 0.8 tube 6p/m²

178 Dt Dianella tasmanica Tasman flax lily 1.2 x 1.2 tube 4p/m²

178 Ll Lomandra longifolia* Spiny headed mat-rush 1.0 x 1.2 tube 4p/m²

Note: Plants marked * are to be local provenance stock, purchased from a local indigenous nursery .

Site Plan

Scale N.T.S

Sheet 1

Sheet 2

Sheet 3 Sheet 4

x3 Ca

x5 Dc

x3 Dt

x3 Ll

x8 Ca

x12 Dc

x8 Dt

x8 Ll

x45 Ca

x68 Dc

x45 Dt

x45 Ll

x20 Ca

x30 Dc

x20 Dt

x20 Ll

x15 Ca

x23 Dc

x15 Dt

x15 Ll

x9 Wdx4 Wd

x10 Wd

x10 Lt

x10 Pm

x3 Lt

x3 Pm

x19 Lt

x19 Pm

x19 Lt

x19 Pmx10 Lt

x10 Pm

x8 Lt

x8 Pm

x9 Lt

x9 Pm

x11 Lt

x11 Pm

x46 Lt

x46 Pm

x12 Lt

x12 Pm

x33 Lt

x33 Pm

x44 Cp

x11 Cv

x12 Cp

x3 Cv

x12 Cp

x3 Cv

x6 Lf x6 Lf x6 Lf

x6 Lf

x6 Lf x6 Lf

x6 Lf

x6 Lf

x6 Lf

x6 Lf

x26 Mp

C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia

x4 Lfx4 Lf

x4 Lf


x4 Wd

x4 Lf

C. ficifolia

x7 Ca

x10 Dc

x7 Dt

x7 Ll

x3 Ca

x5 Dc

x3 Dt

x3 Ll

x8 Ca

x12 Dc

x8 Dt

x8 Ll

x1 Ca

x2 Dc

x1 Dt

x1 Ll

x1 Ca

x2 Dc

x1 Dt

x1 Ll

x45 Ca

x68 Dc

x45 Dt

x45 Ll

x20 Ca

x30 Dc

x20 Dt

x20 Ll

x15 Ca

x23 Dc

x15 Dt

x15 Ll

x12 Ca

x18 Dc

x12 Dt

x12 Ll

x12 Ca

x18 Dc

x12 Dt

x12 Ll

x11 Ca

x17 Dc

x11 Dt

x11 Ll

x16 Ca

x24 Dc

x16 Dt

x16 Ll

x14 Ca

x21 Dc

x14 Dt

x14 Ll

x3 Ca

x5 Dc

x3 Dt

x3 Ll

x10 Ca

x15 Dc

x10 Dt

x10 Ll

x9 Wd x4 Wd

x10 Wd

x4 Wd

x10 Wd

x4 Lt

x4 Pm

x9 Lt

x9 Pm

x10 Lt

x10 Pm

x10 Lt

x10 Pm

x7 Lt

x7 Pm

x7 Lt

x7 Pm

x3 Lt

x3 Pm

x19 Lt

x19 Pm

x19 Lt

x19 Pm

x10 Lt

x10 Pm

x8 Lt

x8 Pm

x9 Lt

x9 Pm

x11 Lt

x11 Pm

x6 Lt

x6 Pm

x8 Lt

x8 Pm

x10 Lt

x10 Pm

x9 Lt

x9 Pm

x6 Lt

x6 Pm

x8 Lt

x8 Pm

x11 Lt

x11 Pm

x10 Lt

x10 Pm

x6 Lt

x6 Pm

x8 Lt

x8 Pm

x8 Lt

x8 Pm

x7 Lt

x7 Pm

x17 Lt

x17 Pm

x15 Lt

x15 Pm

x46 Lt

x46 Pm

x12 Lt

x12 Pm

x33 Lt

x33 Pm

x45 Lt

x45 Pm

x29 Lt

x29 Pm

x19 Lt

x19 Pm

x6 Lt

x6 Pm

x10 Lt

x10 Pm

x10 Lt

x10 Pm

x6 Lt

x6 Pm

x6 Lt

x6 Pm

x5 Lt

x5 Pm

x10 Lt

x10 Pm

x6 Lt

x6 Pm

x6 Lt

x6 Pm

x4 Lt

x4 Pm

x6 Lt

x6 Pm

x5 Lt

x5 Pm

x70 Cp

x18 Cv

x25 Cp

x6 Cv

x44 Cp

x11 Cv

x12 Cp

x3 Cv

x12 Cp

x3 Cv

x15 Cp

x4 Cv

x20 Cp

x5 Cv

x10 Cp

x3 Cv

x15 Cp

x4 Cv

x15 Cp

x4 Cv

x9 Cp

x3 Cv

x14 Cp

x4 Cv

x32 Cp

x8 Cv

x6 Lf x6 Lf x6 Lf

x6 Lf

x6 Lf x6 Lf

x6 Lf

x6 Lf

x6 Lf

x6 Lf

x6 Lf x6 Lf

x6 Lf

x6 Lf

x6 Lf x6 Lf

x6 Lf

x6 Lf

x6 Lf

x6 Lf

x26 Mp



C. ficifolia

A. heterophylla

x4 Lf

x4 Lf x4 Lf

x4 Lf x4 Lf

x4 Lf x4 Lf

x4 Lf x4 Lf

x4 Lf x4 Lf x4 Lf

x4 Lf x4 Lf


x4 Wd x13 Wd

x4 Wd

x1 Wd

x6 Wd x16 Wd x4 Wd

x4 Lf

C. ficifolia







& drawings.





(03) 8720 9500 (03) 5134 8611


[email protected]

M R


ACN 005 541 668

Metro

Regional

Mail

STREETSCAPE PLAN




17521 L02

VERSION 1

SHEET 2 OF 5

1

Detailed design for approval

AD LP

July 2014


Drawn Checked Date

02 1

1:100

2 4

Original sheet size A1

Site Plan

Scale 1:500

North

Sheet 1

Sheet 2 Sheet 3

Sheet 4

Legend

Existing services

Existing tree



Proposed shrubs



Concrete ramps

Proposed parking

Grated cross over







Existing contours3

x12 Ca

x18 Dc

x12 Dt

x12 Ll

x12 Ca

x18 Dc

x12 Dt

x12 Ll

x11 Ca

x17 Dc

x11 Dt

x11 Ll

x4 Wd

x10 Wd

x6 Lt

x6 Pm

x8 Lt

x8 Pm

x10 Lt

x10 Pm

x9 Lt

x9 Pm

x6 Lt

x6 Pm

x8 Lt

x8 Pm

x15 Cp

x4 Cv

x20 Cp

x5 Cv

x10 Cp

x3 Cv

x15 Cp

x4 Cv

x6 Lf x6 Lfx6 Lf

x6 Lf

x6 Lf x6 Lf

x6 Lf

C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia

C. ficifoliaC. ficifoliaC. ficifolia

x4 Lfx4 Lf

x4 Lfx4 Lf

x13 Wd

x4 Wd

x1 Wd

x7 Ca

x10 Dc

x7 Dt

x7 Ll

x3 Ca

x5 Dc

x3 Dt

x3 Ll

x8 Ca

x12 Dc

x8 Dt

x8 Ll

x1 Ca

x2 Dc

x1 Dt

x1 Ll

x1 Ca

x2 Dc

x1 Dt

x1 Ll

x45 Ca

x68 Dc

x45 Dt

x45 Ll

x20 Ca

x30 Dc

x20 Dt

x20 Ll

x15 Ca

x23 Dc

x15 Dt

x15 Ll

x12 Ca

x18 Dc

x12 Dt

x12 Ll

x12 Ca

x18 Dc

x12 Dt

x12 Ll

x11 Ca

x17 Dc

x11 Dt

x11 Ll

x16 Ca

x24 Dc

x16 Dt

x16 Ll

x14 Ca

x21 Dc

x14 Dt

x14 Ll

x3 Ca

x5 Dc

x3 Dt

x3 Ll

x10 Ca

x15 Dc

x10 Dt

x10 Ll

x9 Wd

x4 Wd

x10 Wd

x4 Wd

x10 Wd

x4 Lt

x4 Pm

x9 Lt

x9 Pm

x10 Lt

x10 Pm

x10 Lt

x10 Pm

x7 Lt

x7 Pm

x7 Lt

x7 Pm

x3 Lt

x3 Pm

x19 Lt

x19 Pm

x19 Lt

x19 Pm x10 Lt

x10 Pm

x8 Lt

x8 Pm

x9 Lt

x9 Pm

x11 Lt

x11 Pm

x6 Lt

x6 Pm

x8 Lt

x8 Pm

x10 Lt

x10 Pm

x9 Lt

x9 Pm

x6 Lt

x6 Pm

x8 Lt

x8 Pm

x11 Lt

x11 Pm

x10 Lt

x10 Pm

x6 Lt

x6 Pm

x8 Lt

x8 Pm

x8 Lt

x8 Pm

x7 Lt

x7 Pm

x17 Lt

x17 Pm

x15 Lt

x15 Pm

x46 Lt

x46 Pm

x12 Lt

x12 Pm

x33 Lt

x33 Pm

x45 Lt

x45 Pm

x29 Lt

x29 Pm

x19 Lt

x19 Pm

x6 Lt

x6 Pm

x10 Lt

x10 Pm

x10 Lt

x10 Pm

x6 Lt

x6 Pm

x6 Lt

x6 Pm

x5 Lt

x5 Pm

x10 Lt

x10 Pm

x6 Lt

x6 Pm

x6 Lt

x6 Pm

x4 Lt

x4 Pm

x6 Lt

x6 Pm

x5 Lt

x5 Pm

x70 Cp

x18 Cv

x25 Cp

x6 Cv

x44 Cp

x11 Cv

x12 Cp

x3 Cv

x12 Cp

x3 Cv

x15 Cp

x4 Cv

x20 Cp

x5 Cv

x10 Cp

x3 Cv

x15 Cp

x4 Cv

x15 Cp

x4 Cv

x9 Cp

x3 Cv

x14 Cp

x4 Cv

x32 Cp

x8 Cv

x6 Lf x6 Lf x6 Lf

x6 Lf

x6 Lf x6 Lf

x6 Lf

x6 Lf

x6 Lf

x6 Lf

x6 Lf x6 Lf

x6 Lf

x6 Lf

x6 Lf x6 Lf

x6 Lf

x6 Lf

x6 Lf x6 Lf

x26 Mp



C. ficifolia

A. heterophylla

x4 Lf x4 Lf x4 Lf

x4 Lf

x4 Lf x4 Lf

x4 Lf x4 Lf

x4 Lf

x4 Lf

x4 Lf x4 Lf x4 Lf

x4 Lf


x4 Wd x13 Wd

x4 Wd

x1 Wd

x6 Wd x16 Wd x4 Wd

x4 Lf

C. ficifolia







& drawings.





(03) 8720 9500 (03) 5134 8611


[email protected]

M R


ACN 005 541 668

Metro

Regional

Mail

STREETSCAPE PLAN




17521 L02

VERSION 1

SHEET 3 OF 5

1

Concept plan issued for discussion

AD LP Oct 2015


Drawn Checked Date

02 1

1:100

2 4

Site Plan

Scale 1:500

North

Sheet 1

Sheet 2 Sheet 3

Sheet 4

Legend

Existing services

Existing tree



Proposed shrubs



Concrete ramps

Proposed parking

Grated cross over







Existing contours3

Documents

ELTHAM PRECAST CONCRETE LINTEL APPROVED BY THE ... · "ELTHAM" PRECAST CONCRETE LINTEL TO MATCH COLOUR OF EXISTING KERB & CHANNEL OR EQUIVALENT APPROVED BY THE SUPERINTENDENT "ELTHAM"