attachment a: sight line assessment plans

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11 200642_Tallarook_Sight Line Assessment ltr_FINAL_210416 ATTACHMENT A: Sight line Assessment Plans Figure A1: Sight line plan for proposed access driveway to Lots 1 and 2 This copied document is made available for the sole purpose of enabling its consideration & review as part of a planning process under the Planning and Environment Act 1987. This document must not be used for any purpose which may breach any copyright.

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11 200642_Tallarook_Sight Line Assessment ltr_FINAL_210416

ATTACHMENT A: Sight line Assessment Plans

Figure A1: Sight line plan for proposed access driveway to Lots 1 and 2

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h any

copy

right.

200642_Tallarook_Sight Line Assessment ltr_FINAL_210416

Figure A2: Sight line plan for proposed access driveway to Lots 3 and 4

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nd Env

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ent A

ct 19

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right.

200642_Tallarook_Sight Line Assessment ltr_FINAL_210416

Figure A3: Sight line plan for proposed access driveway to Lots 5 and 6

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ct 19

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200642_Tallarook_Sight Line Assessment ltr_FINAL_210416

ATTACHMENT B: VICROADS GUIDELINE DRAWING

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UPPER GOULB

URN ROAD

EFFLUENT EXCLUSION ZONE

LOT 2

LOT 3

LOT 4

LOT 5

LOT 630M OFFSET

FROM CREEK450M2 IRRIGATION FIELD

375M2 IRRIGATION FIELD

300M2 IRRIGATION FIELDCREEK

RAIL TRAIL

EXISTING

DWELLING

LOT 1

10001000

250

Natural surface

Fall

This document is copyright protected and may only be used for the purpose for which it was intended. Unauthorised use is strictly prohibited.

SCALE: As indicated @ A3

FOR APPROVAL

SITE PLAN ANDPROPOSED WORKS

PROPOSED WORKS

CAMP CARAVAN

DRAWN BY: JSL

CHECKED BY: GPT

A40135 Upper Goulburn Road, Tallarook

NORTH

1 : 1250

Site Plan

TITLE PARTICULARS

LOT 32 TP071256A

35 UPPER GOULBURN ROAD

TALLAROOK

AREA: 3.347ha

REV. DESCRIPTION DATE

1 FOR APPROVAL 12/08/20

1 : 50

Typical Cut - off Drain Section

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ning a

nd Env

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ct 19

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right.

Inspection chamber

Inlet pipe

Distribution pit

3/90mm PVC slotted distributrion pipe

Sand filter outline

Varies (Refer to Site plan and proposed works)

End cap

Inspection/Pump chamber

Top soil

Distribution pit, minimum internal width 250mm

100mm PVC slotted

collection pipe, 1:200 Fall

(not 90mm slotted pipe)

Emergency capacity

Ground levelTop soil

Geotextile layer (100g/m²) or paper

surface mound to restrict ingress

of surface water

Natural

Ground

50 layer of 5-10 aggregate

Filter sand

50 layer of 5-10 aggregate 100mm PVC slotted collection pipe,

1:200 Fall (not 90mm slotted pipe)

3/90mm PVC slotted distributrion pipe

Impermeable membrane, PVC liner to be protected

from any rock encountered during excavation

200 layer of 20-25 aggregate

Filter sand

Sealed with mortar

1200

Impermeable membrane, PVC liner

to be protected from any rock

encountered during excavation

Sand Filter Notes:

All filter sand to be clean washed sand with:

1) Effective size between 0.40 and 1.00mm; maximum particle size

of the smallest 10% (D10) by mass of the sand

2) Uniformity co-efficient less than 4; the ratio of the maximum

particle size of the smallest 60% by mass of the sand to the

maximum particle size of the smallest 10% by mass of the sand

3) Clay and fine silt less than 5% by volume.

Pressure main to irrigation field, min. 40mm

Min. 200 layer of 20-25 aggregate Min. 750mm Filter Sand to AS1547 Standard

Distribution Lines to be spaced 500mm off walls of filter, middle distribution line to be placed centrally

500

1000

1000

500

Self priming submersible pump to have

sufficent capacity for normal and emergency

storage (to plumbers specifications)

Non-Return Valve

Float Switch

Min. 750mm

High level audio/visual alarm, located at

suitable poistion to inform the house hold

Min

. 250

Septic Tank

Retention capacity one hour peak flow

100

Septic Tank Notes:

1) Septic Tank to be installed on min 100mm of sand, and to be

surrounded by sand or compacted soil;

2) The inlet pipe to the septic tanks shall be a minimum 1:60;

3) All septic Tanks to be installed a minimum 4m from any

foundations on nearby buildings;

4) Septic Tanks must be All-waste type

5) Fall from top of septic tank to top of sand filter to be min. 250mm

To inline disc filter located above ground

90mm PVC

90mm PVC

From Septic Tank Sand Filter

Concrete

Pump Pit

0.60 m

Min. 6m

Flush discharge trench subsoil drain

Min. 400 layer of 20-25 aggregate

Air/vacuum relief

Flush Control

Typ

. 1m

Su

pply

Hea

der

Slo

pe D

own

hill

Note:

1. Dripper/sprinkler spacing as per manufacturers specifications

2. All lines must be installed parallel to the contours

3. Drip lines to be installed 150mm below the surface, first 100mm

of soil should be tilled for line installation

4. Gypsum shall be apply at 1kg/3m2

5. Selected vegetation shall be planted with min. 220kg/ha/yr of

Nitrogen uptake, e.g ryegrass, clover or lucerne.

6. Delivery/Flush line to be 25mm-30mm, irrigation line diameter to

be 12-16mm, plumber to provide specifications

Disc Filter

Drip lines with pressure compensating drip emitters

Refer to Site Plan and Proposed Works for quantity and length of driplines required

Alte

rnat

ive

Flu

sh C

ont

rol t

o re

turn

to s

eptic

tan

k in

let

Max

. 3m

Fal

l ove

r an

y zo

ne

Alternative Location (only one

required) Air/vacuum relief

This document is copyright protected and may only be used for the purpose for which it was intended. Unauthorised use is strictly prohibited.

SCALE: As indicated @ A3

FOR APPROVAL

SAND FILTER ANDIRRIGATION DETAIL

PROPOSED WORKS

CAMP CARAVAN

DRAWN BY: JSL

CHECKED BY: GPT

A40235 Upper Goulburn Road, Tallarook

1 : 50

Typical Sand Filter Detail

REV. DESCRIPTION DATE

1 FOR APPROVAL 12/08/20

1 : 100

Typical Drip Irrigation Detail

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ironm

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ct 19

87.

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purpo

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hich m

ay

breac

h any

copy

right.

B99

STANDARDS 2004 (A

U_NZ)

(c) 2021 Transoft Solutions, Inc. All rights reserved.

B99

STANDARDS 2004 (AU_NZ)

(c) 2021 Transoft Solutions, Inc. All rights reserved.

B99

STANDA

RDS

2004 (

AU_NZ)

(c) 2021 Trans

oft Solutions,

Inc. All rights

reserved.

26/02/2021

3:3

9:0

7 P

M

200642-S

LA-04

T:\

2021

Proje

cts\200642\

Desig

n\200642-S

LA-01-

P1.dgn

CLIENT

DRAWING NO.SCALE OF METRES

ISSUE DATE AMENDMENTAPP'DDRAWN

SHEET NO. ISSUE

P1 PRELIMINARY ISSUE FOR COMMENTALL DIMENSIONS ARE TO FACE OF KERB UNLESS SHOWN OTHERWISE.2.

TRAFFICWORKS PTY LTD.

AERIAL IMAGE FROM NEARMAP UNDER LICENSE AGREEMENT WITH 1. EW

N

S

P10

23.02.21

35 Upper Goulburn Road, Tallarook

KT SR

4020UNIT TRUST

CAMP CARAVAN CABIN

RO

AD

MAIN

ROAD

GO

ULBURN

UPPER

190m

REQUIRED MINIMUM SSD OF

CLEAR OF OBSTRUCTIONS

AREA REQUIRED TO BE

CLEAR OF OBSTRUCTIONS

AREA REQUIRED TO BE

190m

REQUIRED MINIMUM SSD OF

MINIMUM SSD: 190m

OFFSET FROM ROAD: 2.5m

FRONTAGE SPEED: 110km/h

200642-SLA-041

at Access DrivewaysSight Distance Requirements

SIGN SCHEDULE

#15 R4-1-60

#16 R4-1-100

#15(E)

#15(E)

#16(E)

#16(E)

100km/h FOR NORTHBOUND

60km/h FOR SOUTHBOUND AND

SPEED LIMIT CHANGES TO

Drawing Record Notes & LegendPTY LTD

TM

Tel (03) 9490 5900 Fax (03) 9490 5910 www.trafficworks.com.au

P.O. Box 417 IVANHOE VIC. 3079

1st Floor 132 Upper Heidelberg Road IVANHOE VIC. 3079

WARNINGBEWARE OF UNDERGROUND SERVICES

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

SHOULD BE PROVEN ON SITE. NO GUARANTEE IS

APPROXIMATE ONLY AND THEIR EXACT POSITION

THE LOCATIONS OF UNDERGROUND SERVICES ARE

FOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUT NOTIFICATION

PRELIMINARY PLAN

DATE OF ISSUE: 23/02/21

This co

pied d

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of en

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g its

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ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

This do

cumen

t mus

t not

be us

ed fo

r any

purpo

se w

hich m

ay

breac

h any

copy

right.

B99

STANDARDS 2004 (AU_NZ)

(c) 2021 Transoft Solutions, Inc. All rights reserved.

B99

STANDARDS 2004 (AU_NZ)

(c) 2021 Transoft Solutions, Inc. All rights reserved.

B99

STANDA

RDS

2004 (

AU_NZ)

(c) 2021 Trans

oft Solutions,

Inc. All rights

reserved.

26/02/2021

3:3

9:0

9 P

M

200642-S

LA-05

T:\

2021

Proje

cts\200642\

Desig

n\200642-S

LA-01-

P1.dgn

CLIENT

DRAWING NO.SCALE OF METRES

ISSUE DATE AMENDMENTAPP'DDRAWN

SHEET NO. ISSUE

P1 PRELIMINARY ISSUE FOR COMMENTALL DIMENSIONS ARE TO FACE OF KERB UNLESS SHOWN OTHERWISE.2.

TRAFFICWORKS PTY LTD.

AERIAL IMAGE FROM NEARMAP UNDER LICENSE AGREEMENT WITH 1. EW

N

S

P10

23.02.21

35 Upper Goulburn Road, Tallarook

KT SR

4020UNIT TRUST

CAMP CARAVAN CABIN

RO

AD

MAIN

ROAD

GO

ULBURN

UPPER

190m

REQUIRED MINIMUM SSD OF

CLEAR OF OBSTRUCTIONS

AREA REQUIRED TO BE

CLEAR OF OBSTRUCTIONS

AREA REQUIRED TO BE

190m

REQUIRED MINIMUM SSD OF

MINIMUM SSD: 190m

OFFSET FROM ROAD: 2.5m

FRONTAGE SPEED: 110km/h

2 200642-SLA-05

at Access DrivewaysSight Distance Requirements

SIGN SCHEDULE

#15 R4-1-60

#16 R4-1-100

#15(E)

#15(E)

#16(E)

#16(E) 100km/h FOR NORTHBOUND

60km/h FOR SOUTHBOUND AND

SPEED LIMIT CHANGES TO

Drawing Record Notes & LegendPTY LTD

TM

Tel (03) 9490 5900 Fax (03) 9490 5910 www.trafficworks.com.au

P.O. Box 417 IVANHOE VIC. 3079

1st Floor 132 Upper Heidelberg Road IVANHOE VIC. 3079

WARNINGBEWARE OF UNDERGROUND SERVICES

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

SHOULD BE PROVEN ON SITE. NO GUARANTEE IS

APPROXIMATE ONLY AND THEIR EXACT POSITION

THE LOCATIONS OF UNDERGROUND SERVICES ARE

FOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUT NOTIFICATION

PRELIMINARY PLAN

DATE OF ISSUE: 23/02/21

This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

This do

cumen

t mus

t not

be us

ed fo

r any

purpo

se w

hich m

ay

breac

h any

copy

right.

B99

STANDARDS 2004 (AU_NZ)

(c) 2021 Transoft Solutions, Inc. All rights reserved.

B99

STANDARDS 2004 (A

U_NZ)

(c) 2021 Transoft Solution

s, Inc. All rights reserved.

B99

STANDARDS 2004 (AU_NZ)

(c) 2021 Transoft Solutions, Inc. All rights reserved.

26/02/2021

3:3

9:10 P

M

200642-S

LA-06

T:\

2021

Proje

cts\200642\

Desig

n\200642-S

LA-01-

P1.dgn

CLIENT

DRAWING NO.SCALE OF METRES

ISSUE DATE AMENDMENTAPP'DDRAWN

SHEET NO. ISSUE

P1 PRELIMINARY ISSUE FOR COMMENTALL DIMENSIONS ARE TO FACE OF KERB UNLESS SHOWN OTHERWISE.2.

TRAFFICWORKS PTY LTD.

AERIAL IMAGE FROM NEARMAP UNDER LICENSE AGREEMENT WITH 1. EW

N

S

P10

23.02.21

35 Upper Goulburn Road, Tallarook

KT SR

4020UNIT TRUST

CAMP CARAVAN CABIN

RO

AD

MAIN

ROAD

GO

ULBURN

UPPER

190m

REQUIRED MINIMUM SSD OF

CLEAR OF OBSTRUCTIONS

AREA REQUIRED TO BE

MINIMUM SSD: 190m

OFFSET FROM ROAD: 2.5m

FRONTAGE SPEED: 110km/h

3 200642-SLA-06

at Access DrivewaysSight Distance Requirements

SIGN SCHEDULE

#15 R4-1-60

#16 R4-1-100

#15(E)

#15(E)

#16(E)

#16(E)

THE INTERSECTION

LOWER SPEED LIMIT FROM

MAY BE REDUCED DUE TO

SIGHT LINE REQUIREMENTS

FOR 60km/h

MINIMUM SSD OF 65m

100km/h FOR NORTHBOUND

60km/h FOR SOUTHBOUND AND

SPEED LIMIT CHANGES TO

FOR 80km/h

MINIMUM SSD OF 105m

BEYOND THE INTERSECTION

190m FOR 110km/h GOES

REQUIRED MINIMUM SSD OF

FOR 100km/h

MINIMUM SSD OF 160m

Drawing Record Notes & LegendPTY LTD

TM

Tel (03) 9490 5900 Fax (03) 9490 5910 www.trafficworks.com.au

P.O. Box 417 IVANHOE VIC. 3079

1st Floor 132 Upper Heidelberg Road IVANHOE VIC. 3079

WARNINGBEWARE OF UNDERGROUND SERVICES

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

SHOULD BE PROVEN ON SITE. NO GUARANTEE IS

APPROXIMATE ONLY AND THEIR EXACT POSITION

THE LOCATIONS OF UNDERGROUND SERVICES ARE

FOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUT NOTIFICATION

PRELIMINARY PLAN

DATE OF ISSUE: 23/02/21

This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

This do

cumen

t mus

t not

be us

ed fo

r any

purpo

se w

hich m

ay

breac

h any

copy

right.

39.32

44.99

24.2915.64

29.37

66.51

62.70

25.00

40.63

18.07

30.93

92.24

17.71

53.16

14.73

40.00

30.92

102.19

33.44

24.29

54.45

63.43

96.03

51.20

32.07

EXISTING 2.5m WIDE

GRAVEL RAIL TRAIL

GOULBURN

ROAD

EXISTING RESIDENCE

109.70

117.34

76.36

LOT 13843m2

LOT 24179m2

LOT 34009m2

LOT 44035m2LOT 5

4006m2

LOT 61.335ha

CONCEPT PLANBEWARE OF UNDERGROUND SERVICES

WARNING!!

The locations type and depth of underground

services shown are approximate only and are

based on authority records. The exact position

of these services is to be proven on site and site

locations obtained from the relevant authorities

before commencement of any works. No

guarantee is given that all existing underground

services are shown.

REF

EREN

CES

PLAN No. TITLE

REV

ISIO

NS

No. DATE DESCRIPTION APP'D

A1-576-01MITCHELL SHIRE COUNCIL

DRAWN:

CHECKED:

DESIGNED:

ULTIMATE SUBDIVISIONAL CONSTRUCTION WORKS

CONCEPT PLAN

DRAWING No. REV.

A.C.N. 063 010 444

Email:[email protected]

P.O.Box 388, ALEXANDRA 3714

Ph. 03-57723200

Fax 03-5723222

20/08/19 K. RHODES

20/08/19 L. BOŠNJAK0 PRELIMINARY ISSUE

K.R.

PLANNING PERMIT NO.

A1-576-01 REV0

0-35 UPPER GOULBURN ROAD, TALLAROOK

20/08/19

20/08/19 K. RHODES

SCALE: 1:500

LEGENDE E

EXISTING ELECTRICITY

EXISTING WATERMAIN

PROPOSED WATERMAIN

PROPOSED DRIVEWAYS

PROPOSED BUILDING

ENVELOPE

This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

This do

cumen

t mus

t not

be us

ed fo

r any

purpo

se w

hich m

ay

breac

h any

copy

right.

AutoCAD SHX Text
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39.32

44.99

24.2915.64

29.37

66.51

62.70

25.00

40.63

18.07

30.93

92.24

17.71

53.16

14.73

40.00

30.92

102.19

33.44

24.29

54.45

63.43

96.03

51.20

32.07

EXISTING 2.5m WIDE

GRAVEL RAIL TRAIL

GOULBURN

ROAD

EXISTING RESIDENCE

109.70

117.34

76.36

LOT 13843m2

LOT 24179m2

LOT 34009m2

LOT 44035m2LOT 5

4006m2

LOT 61.335ha

CONCEPT PLANBEWARE OF UNDERGROUND SERVICES

WARNING!!

The locations type and depth of underground

services shown are approximate only and are

based on authority records. The exact position

of these services is to be proven on site and site

locations obtained from the relevant authorities

before commencement of any works. No

guarantee is given that all existing underground

services are shown.

REF

EREN

CES

PLAN No. TITLE

REV

ISIO

NS

No. DATE DESCRIPTION APP'D

A1-576-01MITCHELL SHIRE COUNCIL

DRAWN:

CHECKED:

DESIGNED:

ULTIMATE SUBDIVISIONAL CONSTRUCTION WORKS

CONCEPT PLAN

DRAWING No. REV.

A.C.N. 063 010 444

Email:[email protected]

P.O.Box 388, ALEXANDRA 3714

Ph. 03-57723200

Fax 03-5723222

20/08/19 K. RHODES

20/08/19 L. BOŠNJAK0 PRELIMINARY ISSUE

K.R.

PLANNING PERMIT NO.

A1-576-01 REV0

0-35 UPPER GOULBURN ROAD, TALLAROOK

20/08/19

20/08/19 K. RHODES

SCALE: 1:500

LEGENDE E

EXISTING ELECTRICITY

EXISTING WATERMAIN

PROPOSED WATERMAIN

PROPOSED DRIVEWAYS

PROPOSED BUILDING

ENVELOPE

Driveway 1

Driveway 2

Driveway 3

Appendix 2

This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

This do

cumen

t mus

t not

be us

ed fo

r any

purpo

se w

hich m

ay

breac

h any

copy

right.

AutoCAD SHX Text
0
AutoCAD SHX Text
5
AutoCAD SHX Text
20
AutoCAD SHX Text
25m
AutoCAD SHX Text
15
AutoCAD SHX Text
10
AutoCAD SHX Text
SCALE 1:500 AT ORIGINAL SIZE
AutoCAD SHX Text
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AutoCAD SHX Text
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N

This co

pied d

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mad

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ilable

for th

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of en

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g its

cons

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ct 19

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This do

cumen

t mus

t not

be us

ed fo

r any

purpo

se w

hich m

ay

breac

h any

copy

right.

This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

This do

cumen

t mus

t not

be us

ed fo

r any

purpo

se w

hich m

ay

breac

h any

copy

right.