Please find attached letter as requested on Information ... · Whitsunday Mackay Moranbah Emerald Rockhampton Gladstone ... infringement on this copy-right will result in legal action

From: Brad EvansTo: Planning DepartmentSubject: RE: DA-2016-124 Assessment Manager Information RequestDate: Friday, 20 January 2017 3:09:10 PMAttachments: GQ966 - RPEQ Letter - P56-1ds1.17.pdf

GQ966 - WD"s REV 1 for Build App Lot 27 Ian Reddacliff Dr - Rowe.pdf

Please find attached letter as requested on Information request for DA2016-124 dated 21st December2016. Also attached is an amended plan showing the surface irrigation area relocated in accordancewith the requirements of the letter.

Please let me know if there is any further information required.
mailto:[email protected]:[email protected]:[email protected]://www.mackay.qld.gov.au/

Queensland ● Brisbane South (Acacia Ridge) ● Brisbane North (Geebung) ● Cairns ● Townsville Whitsunday ● Mackay ● Moranbah ● Emerald ● Rockhampton ● Gladstone ● Sunshine Coast ● Gold Coast New South Wales ● Sydney ● Coffs Harbour Victoria ● Bendigo ● Tullamarine ● Geelong Western Australia ● Perth ● Bunbury Northern Territory ● Berrimah

Cardno Construction Sciences Pty Ltd ABN 74 128 806 735

1 Fox Road Acacia Ridge QLD 4110 Australia PO Box 253 Acacia Ridge QLD 4110 Australia Phone: 61 7 3320 8500 www.cardno.com.au

Our Ref 1979E/P56-1ds1.17 Contact David Stirling 20 January 2017 Kelwin Gray Cardno Construction Sciences E: [email protected] Dear Kel STABILITY OF RESIDENTIAL DEVELOPMENT LOT 27 REDDACLIFFE DVE, THE LEAP It is understood that following our report (ref: 5676/P/1912 dated 20 April 2015), it has been proposed by the owner to move the proposed house location closer to the road. The residence has a proposed effluent disposal area plan already provided. As such, Council have requested a letter by an RPEQ that moving the residence will not affect the stability of the land and will have a low level of landslide risk. The house is currently situated upslope of the effluent system and moving the house closer to the road will be further upslope. The proposed change of the house position will not impact where the effluent disposal area is to be situated in relation to the house. The effluent disposal area must remain downslope of the house and at least 10m from the proposed house position. The effluent disposal assessment will not be affected by the change in house position and the slope stability of the house and the lot will not change from our original report. Thus, as per our previous report, the proposed residential development on the allotment has a long term stability assessment of ‘low’ provided the recommendation in our report are adhered to, and adequate civil/hydraulic and structural issues are addressed. Should you require further information or have any queries, please contact the undersigned on 3320 8500. Yours faithfully

David Stirling Senior Geotechnical Engineer RPEQ 8820 for Cardno

mailto:[email protected]

Our Ref 1979E/P56-1ds1.17

Contact David Stirling

Dear Kel

STABILITY OF RESIDENTIAL DEVELOPMENT

LOT 27 REDDACLIFFE DVE, THE LEAP

It is understood that following our report (ref: 5676/P/1912 dated 20 April 2015), it has been proposed by the owner to move the proposed house location closer to the road. The residence has a proposed effluent disposal area plan already provided. ...

The house is currently situated upslope of the effluent system and moving the house closer to the road will be further upslope.

The proposed change of the house position will not impact where the effluent disposal area is to be situated in relation to the house. The effluent disposal area must remain downslope of the house and at least 10m from the proposed house position. T...

Thus, as per our previous report, the proposed residential development on the allotment has a long term stability assessment of ‘low’ provided the recommendation in our report are adhered to, and adequate civil/hydraulic and structural issues are addr...

Should you require further information or have any queries, please contact the undersigned on 3320 8500.

Yours faithfully

DATECLIENT

PROJECT ADDRESS

This plan is exclusively owned by Gemini Homes Pty Ltd and must not be copied orreproduced wholly or in part in any form without written permission of Gemini Homes PtyLtd. This includes making changes with intent to change the plan by 10% or more. Any

infringement on this copy-right will result in legal action being taken by Gemini Homes PtyLtd against all persons involved.

COPYRIGHT © GEMINI HOMES (QLD) PTY LTD

All plans are shown for illustrative purposes only and Gemini Homes Pty Ltd reserves the rightto amend plans, specifications and prices without notice or obligation.

www.geminihomes.com.auABN 52 124 700 287QBSA No. 1016033

ISSU

E N

O. NUMBER DATE DESCRIPTION

5 Milton St, Mackay

p (07) 4951 2664f (07) 4951 3664

Po Box 6931MMC QLD 4741

ALL CONSTRUCTION METHODS AND MATERIALS TO BE IN ACCORDANCE WITH"THE BUILDING CODE OF AUSTRALIA" and"THE QUEENSLAND DEVELOPMENT CODE"

"STANDARD BUILDING REGULATIONS""TIMBER FRAMING CODE AS 1684 - 2006"

GEMINI HOMES (QLD) PTY LTD SCALE

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R:\GEMINI HOMES\SECTION - ESTIMATING & DRAFTING\01 - QUOTE DOCUMENTS\L3261 - Rowe (GHQ)\REVIT FILES\GQ966 - WD's Lot 27 Ian Reddacliff Dr - Rowe.rvt

20/01/2017 3:02:40 PM

Lot 27 Ian Reddacliff Drive, THELEAP, QLD 4740

Lesley & Jeffrey Rowe

COVER PAGE

GQ966

01

New Dwelling

24Relocated Surface Irrigation area as required by Cardno report20/01/20161

Drawing ListSheet Number Sheet Name

01 COVER PAGE02 SITE PLAN03 FLOOR PLAN - Lower04 FLOOR PLAN - Upper05 SLAB SETOUT PLAN06 BLOCKWORK SETOUT PLAN - Lower07 BLOCKWORK SETOUT PLAN - Upper08 BLOCKWORK REINFORCEMENT - Lower09 BLOCKWORK REINFORCEMENT - Upper10 ELEVATIONS 1 & 1a11 ELEVATIONS 2 & 312 ELEVATIONS 3a & 413 SECTION A14 SECTIONS15 SECTIONS16 CLADDING DETAILS17 CLADDING DETAILS18 ROOF DRAINAGE PLAN19 DRAINAGE PLAN - Site20 DRAINAGE PLAN - Lower21 DRAINAGE PLAN -Upper22 ELECTRICAL PLAN23 CONCRETE PLAN24 FLOOR TILING

FORNew Dwelling



Elec HW

U

Clo

thes

line

ELEC

M.B

OX

Elec

HW

U

WA

TERTA

P

WATERTAP

WF

PROPOSED DWELLING

PROPOSEDDRIVEWAY

318 ° 5 5' 10"

275 .04 0 m

206° 31

' 53"

1.742 m 299° 15' 00"

3.580 m

214° 45' 30"

36.335 m

230° 20' 00"

11.925 m

140°

33'

20"

26.9

60 m

227° 58' 30"

15.330 m

158°

28'

45"

469.

730

m

Elec M

ains

Nw

es

Water

Connection

Non standard Setbacksubject to ConcurrenceAgency Approval.

AWTS

Surface Spray Irrigation Minimum 290m²constructed as detailed in Cardno Pty Ltd Report5676/P/1912 Dated 14th April 2015

AssumedErgon Pillar

9800

12849

15296

IAN REDDACLIFF

E DRIVE

Assum

ed

60 0045 00

8200

4500

Feature front fencing & Gates by others

Feature front fencing& Gates by others

+187800

+190000

24402200

2200

3000

4000

10000

318 ° 5 5' 10"

275 .04 0 m

206° 31' 53"

1.742 m

299° 15' 00"

3.580 m

214° 45' 30"

36.335 m

230° 20' 00"

11.925 m

140° 33' 20"

26.960 m

227° 58' 30"

15.330 m

158°

28'

45"

469.

730

m

Nw

es

IAN REDDACLIFF

E DRIVE

6° 58

' 40"

300.2

40 m

DATECLIENT

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SITE PLAN

GQ966

02

New Dwelling


Real Property Description

LOT No.

PLAN No.

PARISH

COUNTY

AREA

GFA

SITE COVERAGE 1.51%

27

SP172242

HAMPDEN

CARLISLE

21790.00 m²

328.39 m²

re: 1 : 200 1 10

1 Site Plan - 1 to 2001

re: 1 : 2000 1 10


12

10

12

1

Elevation 3 - a

2

Elev

atio

n 4

1

Elevation 1

200

7900

200

4000

200

3200

3200

200

2002000

200

4200

200

4000

200

7900

200

Void forDrainageStack

Foyer

TV

Kitchen

Living

WIR

WC

Ens

Dining

Bedroom 1

Tile Shelf Recess-Bottom1500AFFL Top 1900 AFFL

2060

Drawers

Drawers

2122FG

2112

FG

1818 SW 1512 XO 2115SGD

1512

XO

2448 PANELIFT

Pivot

2113FG

SSGD 2148 O

XXXXO

SSGD 2134 O

XX

2109DH

0421 SW

0421 SW

0421 SW

SSGD 2134 O

XX

SSGD 2134 O

XX

SSGD 2148 O

XXXXO

2113FG

3670See DetailElevation

for Windowset out

0618 SW

700

1000

1000

600

600

2600

FGC 2132

10

2Eleva

tion 1 - a

Roll

Alfresco

Bed 1 Balcony

PorticoStep

Step

Linen

820

820

720

820

2460

2460

820

+188400

+188100

+187900

Study

+187900

+187900

+187800

600

6200 200

200 2920 70 1340 70 1600 200

70 960 70 1980 200

200 3950 70 1980 200

4002

0060

0090

1180

7027

6020

060

0

600

200

1730

7022

1090

200 6000 200

200

8100

4000

200

3130

7093070

2200

200

1600200

96035 Packer

70

5935

2001000

10001000

200

3670

70

3060

200800

2002130

140

4130

200

4000

200

7900

200

100

11

2

Elevation 3

111

Elevation 2

Garage

P'w

dr

L'dry

+188000

Foyer walls tohave verticle

35mm batten @600mm centres for

fixing ofPlasterboard

2 de

gree

Rak

ed C

elin

g

4100

300

Desk by others

3000

1500

1000

1200

1000

1500

3000

WO

MW

350900

350

810

1320140

930

470

470

520

IroningBoard

byothers

DATECLIENT

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FLOOR PLAN - Lower

GQ966

03

New Dwelling


FLOOR AREAS

1 Living Area - Lower 185.39 m²2 Living Area - Upper 56.62 m²3 VOID Area Upper 33.09 m²4 Garage 38.91 m²5 Portico 4.74 m²6 Portico Ceiling Extension 7.65 m²7 Porch - Front 10.30 m²8 Porch - Front Extended Slab 11.89 m²9 Balcony Bed 1 8.89 m²10 Bed 1Ext Ceiling only 2.72 m²11 Alfresco 45.71 m²12 Rear Foyer External Ceiling Extended 9.20 m²Grand total 415.10 m²

DESIGN PARAMETERSDESIGN WIND SPEED

SOIL CLASSIFICATION

FRAMING DESIGN

SLAB & FOOTING DESIGN

C2

CLASS 'P'

TO AS1684

TO AS2870

S SMOKE ALARM

FW FLOOR WASTE

SYMBOL LEGEND

ELEVATIONS

2

3

4

1

NOTE:SEE ROOF DRAINAGE PLAN FORDOWNPIPE LOCATIONS.

NOTES1) WALL FRAMES SHOWNNOMINAL SIZE. REFER ENGINEERSDETAILS.2) TRUE DIMENSIONS TAKEPRECEDENCE OVER SCALEDDIMENSIONS. IF A DISCREPENCYOCCURS CONTACT GEMINIHOMES.

re: 1 : 100 1 10

2a Floor Level - Lower1

UP

AC

UnitA

C Unit

AC

Unit

AC

Uni

tA

C U

nit

AC

Uni

tA

C U

nit

Bath

Storage

Retreat

Bedroom 3Bedroom 2

Dbl R

ail


SW 0

627

OXX

O

1150

0

2122FG

1221 SW

1824 SW1824 SW

2118FG

820

720

820Bifold 4/720

600

200

2760

7012

0070

3330

7031

1090

6200 200

70 1740 70 1200 200

3120 70 960 70 1980 200

6400

200 2900 70 3030 200

70 6130 200

200

4010

7033

5070

3110

90

200

1700

300

5880

9026

4090

Void

Void

1900

3200

300

405

7094

0

70

1900

70

960

DATECLIENT

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FLOOR PLAN - Upper

GQ966

04

New Dwelling


Author

re: 1 : 100 1 10

2b Floor Level - Upper1

FLOOR AREAS


@ GL - Garage Builidng PadRL +187800@ FFL - Study & LaundryRL +188100

@ Head - Study & LaundryRL +190200@ Ceiling - Garage Study & LaundryRL +190800

@ Ceiling - UpperRL +193700@ Head - UpperRL +193300

@ FFL - Upper FloorRL +191200

@ FFL - FoyerRL +188400

@ FFL - GarageRL +188000

2800

Ga

rage

Cei

ling

200

2500

400

2700

300

5300

Foy

er C

eilin

g60

0

5.50°5.50°

5.50°

@GL - Main Living Area Pad RL +187500@FFL - Main Living Area RL +187900

@Ceiling - Main Living Area RL +190900

@Head - Main Living Area RL +190000

DATECLIENT

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ELEVATIONS 1 & 1a

GQ966

10

New Dwelling


re: 1 : 100 1 03

Elevation 11

re: 1 : 100 1 03

Elevation 1 - a2

@GL - Garage Builidng Pad RL +187800

@FFL - Study & Laundry RL +188100

@Head - Study & Laundry RL +190200@Ceiling - Garage Study & Laundry RL +190800

@ GL - Main Living Area PadRL +187500

@Ceiling - Upper RL +193700@Head - Upper RL +193300

@FFL - Upper Floor RL +191200

@FFL - Foyer RL +188400@ FFL - Main Living AreaRL +187900@FFL - Garage RL +188000

@ Ceiling - Main Living AreaRL +190900

@ Head - Main Living AreaRL +190000

200

2800

300

2700

400

2500

2400

400

2500

5300

400

3000

2100

900


@Head - Study & Laundry RL +190200




@FFL - Foyer RL +188400@ FFL - Main Living AreaRL +187900

@FFL - Garage RL +188000



5.50°5.50°

2.00

°

5.50°

DATECLIENT

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ELEVATIONS 2 & 3

GQ966

11

New Dwelling


re: 1 : 100 1 03

Elevation 21

re: 1 : 100 1 03

Elevation 32

@GL - Garage Builidng Pad RL +187800@FFL - Study & Laundry RL +188100




@FFL - Foyer RL +188400

2700

400

2500

5300

@ GL - Garage Builidng PadRL +187800

@ FFL - Study & LaundryRL +188100





DATECLIENT

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ELEVATIONS 3a & 4

GQ966

12

New Dwelling


Author

re: 1 : 100 1 03

Elevation 3 - a1

re: 1 : 100 1 03

Elevation 42

Sheets

01 - COVER PAGE

02 - SITE PLAN

03 - FLOOR PLAN - Lower

04 - FLOOR PLAN - Upper

10 - ELEVATIONS 1 & 1a

11 - ELEVATIONS 2 & 3

12 - ELEVATIONS 3a & 4

desleyhReceived (Auto Date)

Queensland ● Brisbane South (Acacia Ridge) ● Brisbane North (Geebung) ● Cairns ● Townsville Whitsunday ● Mackay ● Moranbah ● Emerald ● Rockhampton ● Gladstone ● Sunshine Coast ● Gold Coast New South Wales ● Sydney ● Coffs Harbour Victoria ● Bendigo ● Tullamarine ● Geelong Western Australia ● Perth ● Bunbury Northern Territory ● Berrimah

Cardno Construction Sciences Pty Ltd ABN 74 128 806 735

1 Fox Road Acacia Ridge QLD 4110 Australia PO Box 253 Acacia Ridge QLD 4110 Australia Phone: 61 7 3320 8500 www.cardno.com.au

Our Ref 1979E/P56-1ds1.17 Contact David Stirling 20 January 2017 Kelwin Gray Cardno Construction Sciences E: [email protected] Dear Kel STABILITY OF RESIDENTIAL DEVELOPMENT LOT 27 REDDACLIFFE DVE, THE LEAP It is understood that following our report (ref: 5676/P/1912 dated 20 April 2015), it has been proposed by the owner to move the proposed house location closer to the road. The residence has a proposed effluent disposal area plan already provided. As such, Council have requested a letter by an RPEQ that moving the residence will not affect the stability of the land and will have a low level of landslide risk. The house is currently situated upslope of the effluent system and moving the house closer to the road will be further upslope. The proposed change of the house position will not impact where the effluent disposal area is to be situated in relation to the house. The effluent disposal area must remain downslope of the house and at least 10m from the proposed house position. The effluent disposal assessment will not be affected by the change in house position and the slope stability of the house and the lot will not change from our original report. Thus, as per our previous report, the proposed residential development on the allotment has a long term stability assessment of ‘low’ provided the recommendation in our report are adhered to, and adequate civil/hydraulic and structural issues are addressed. Should you require further information or have any queries, please contact the undersigned on 3320 8500. Yours faithfully

David Stirling Senior Geotechnical Engineer RPEQ 8820 for Cardno

mailto:[email protected]

DATECLIENT

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COVER PAGE

GQ966

01

New Dwelling


Drawing ListSheet Number Sheet Name

01 COVER PAGE02 SITE PLAN03 FLOOR PLAN - Lower04 FLOOR PLAN - Upper05 SLAB SETOUT PLAN06 BLOCKWORK SETOUT PLAN - Lower07 BLOCKWORK SETOUT PLAN - Upper08 BLOCKWORK REINFORCEMENT - Lower09 BLOCKWORK REINFORCEMENT - Upper10 ELEVATIONS 1 & 1a11 ELEVATIONS 2 & 312 ELEVATIONS 3a & 413 SECTION A14 SECTIONS15 SECTIONS16 CLADDING DETAILS17 CLADDING DETAILS18 ROOF DRAINAGE PLAN19 DRAINAGE PLAN - Site20 DRAINAGE PLAN - Lower21 DRAINAGE PLAN -Upper22 ELECTRICAL PLAN23 CONCRETE PLAN24 FLOOR TILING

FORNew Dwelling



Elec HW

U

Clo

thes

line

ELEC

M.B

OX

Elec

HW

U

WA

TERTA

P

WATERTAP

WF

PROPOSED DWELLING

PROPOSEDDRIVEWAY

318 ° 5 5' 10"

275 .04 0 m

206° 31

' 53"

1.742 m 299° 15' 00"

3.580 m

214° 45' 30"

36.335 m

230° 20' 00"

11.925 m

140°

33'

20"

26.9

60 m

227° 58' 30"

15.330 m

158°

28'

45"

469.

730

m

Elec M

ains

Nw

es

Water

Connection

Non standard Setbacksubject to ConcurrenceAgency Approval.

AWTS

Surface Spray Irrigation Minimum 290m²constructed as detailed in Cardno Pty Ltd Report5676/P/1912 Dated 14th April 2015

AssumedErgon Pillar

9800

12849

15296

IAN REDDACLIFF

E DRIVE

Assum

ed

60 0045 00

8200

4500

Feature front fencing & Gates by others

Feature front fencing& Gates by others

+187800

+190000

24402200

2200

3000

4000

10000

318 ° 5 5' 10"

275 .04 0 m

206° 31' 53"

1.742 m

299° 15' 00"

3.580 m

214° 45' 30"

36.335 m

230° 20' 00"

11.925 m

140° 33' 20"

26.960 m

227° 58' 30"

15.330 m

158°

28'

45"

469.

730

m

Nw

es

IAN REDDACLIFF

E DRIVE

6° 58

' 40"

300.2

40 m

DATECLIENT

PROJECT ADDRESS






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SITE PLAN

GQ966

02

New Dwelling


Real Property Description

LOT No.

PLAN No.

PARISH

COUNTY

AREA

GFA

SITE COVERAGE 1.51%

27

SP172242

HAMPDEN

CARLISLE

21790.00 m²

328.39 m²

re: 1 : 200 1 10


re: 1 : 2000 1 10


12

10

12

1

Elevation 3 - a

2

Elev

atio

n 4

1

Elevation 1

200

7900

200

4000

200

3200

3200

200

2002000

200

4200

200

4000

200

7900

200

Void forDrainageStack

Foyer

TV

Kitchen

Living

WIR

WC

Ens

Dining

Bedroom 1


2060

Drawers

Drawers

2122FG

2112

FG

1818 SW 1512 XO 2115SGD

1512

XO

2448 PANELIFT

Pivot

2113FG

SSGD 2148 O

XXXXO

SSGD 2134 O

XX

2109DH

0421 SW

0421 SW

0421 SW

SSGD 2134 O

XX

SSGD 2134 O

XX

SSGD 2148 O

XXXXO

2113FG

3670See DetailElevation

for Windowset out

0618 SW

700

1000

1000

600

600

2600

FGC 2132

10

2Eleva

tion 1 - a

Roll

Alfresco

Bed 1 Balcony

PorticoStep

Step

Linen

820

820

720

820

2460

2460

820

+188400

+188100

+187900

Study

+187900

+187900

+187800

600

6200 200

200 2920 70 1340 70 1600 200

70 960 70 1980 200

200 3950 70 1980 200

4002

0060

0090

1180

7027

6020

060

0

600

200

1730

7022

1090

200 6000 200

200

8100

4000

200

3130

7093070

2200

200

1600200

96035 Packer

70

5935

2001000

10001000

200

3670

70

3060

200800

2002130

140

4130

200

4000

200

7900

200

100

11

2

Elevation 3

111

Elevation 2

Garage

P'w

dr

L'dry

+188000

Foyer walls tohave verticle

35mm batten @600mm centres for

fixing ofPlasterboard

2 de

gree

Rak

ed C

elin

g

4100

300

Desk by others

3000

1500

1000

1200

1000

1500

3000

WO

MW

350900

350

810

1320140

930

470

470

520

IroningBoard

byothers

DATECLIENT

PROJECT ADDRESS






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5 Milton St, Mackay

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FLOOR PLAN - Lower

GQ966

03

New Dwelling


FLOOR AREAS


DESIGN PARAMETERSDESIGN WIND SPEED

SOIL CLASSIFICATION

FRAMING DESIGN

SLAB & FOOTING DESIGN

C2

CLASS 'P'

TO AS1684

TO AS2870

S SMOKE ALARM

FW FLOOR WASTE

SYMBOL LEGEND

ELEVATIONS

2

3

4

1

NOTE:SEE ROOF DRAINAGE PLAN FORDOWNPIPE LOCATIONS.

NOTES1) WALL FRAMES SHOWNNOMINAL SIZE. REFER ENGINEERSDETAILS.2) TRUE DIMENSIONS TAKEPRECEDENCE OVER SCALEDDIMENSIONS. IF A DISCREPENCYOCCURS CONTACT GEMINIHOMES.

re: 1 : 100 1 10

2a Floor Level - Lower1

UP

AC

UnitA

C Unit

AC

Unit

AC

Uni

tA

C U

nit

AC

Uni

tA

C U

nit

Bath

Storage

Retreat

Bedroom 3Bedroom 2

Dbl R

ail


SW 0

627

OXX

O

1150

0

2122FG

1221 SW

1824 SW1824 SW

2118FG

820

720

820Bifold 4/720

600

200

2760

7012

0070

3330

7031

1090

6200 200

70 1740 70 1200 200

3120 70 960 70 1980 200

6400

200 2900 70 3030 200

70 6130 200

200

4010

7033

5070

3110

90

200

1700

300

5880

9026

4090

Void

Void

1900

3200

300

405

7094

0

70

1900

70

960

DATECLIENT

PROJECT ADDRESS






ISSU

E N


5 Milton St, Mackay

p (07) 4951 2664f (07) 4951 3664





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20/01/2017 3:02:50 PM



FLOOR PLAN - Upper

GQ966

04

New Dwelling


Author

re: 1 : 100 1 10

2b Floor Level - Upper1

FLOOR AREAS


@ GL - Garage Builidng PadRL +187800@ FFL - Study & LaundryRL +188100




@ FFL - FoyerRL +188400


2800

Ga

rage

Cei

ling

200

2500

400

2700

300

5300

Foy

er C

eilin

g60

0

5.50°5.50°

5.50°

@GL - Main Living Area Pad RL +187500@FFL - Main Living Area RL +187900

@Ceiling - Main Living Area RL +190900

@Head - Main Living Area RL +190000

DATECLIENT

PROJECT ADDRESS






ISSU

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5 Milton St, Mackay

p (07) 4951 2664f (07) 4951 3664





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CHECKED BY B Evans

Title

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n : 3

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20/01/2017 3:02:53 PM



ELEVATIONS 1 & 1a

GQ966

10

New Dwelling


re: 1 : 100 1 03

Elevation 11

re: 1 : 100 1 03

Elevation 1 - a2

@GL - Garage Builidng Pad RL +187800






@FFL - Foyer RL +188400@ FFL - Main Living AreaRL +187900@FFL - Garage RL +188000



200

2800

300

2700

400

2500

2400

400

2500

5300

400

3000

2100

900


@Head - Study & Laundry RL +190200




@FFL - Foyer RL +188400@ FFL - Main Living AreaRL +187900

@FFL - Garage RL +188000



5.50°5.50°

2.00

°

5.50°

DATECLIENT

PROJECT ADDRESS






ISSU

E N


5 Milton St, Mackay

p (07) 4951 2664f (07) 4951 3664





PAGE

DRAWING NO.

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PROJECT

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CHECKED BY B Evans

Title

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n : 3

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20/01/2017 3:02:57 PM



ELEVATIONS 2 & 3

GQ966

11

New Dwelling


re: 1 : 100 1 03

Elevation 21

re: 1 : 100 1 03

Elevation 32

@GL - Garage Builidng Pad RL +187800@FFL - Study & Laundry RL +188100




@FFL - Foyer RL +188400

2700

400

2500

5300

@ GL - Garage Builidng PadRL +187800

@ FFL - Study & LaundryRL +188100





DATECLIENT

PROJECT ADDRESS






ISSU

E N


5 Milton St, Mackay

p (07) 4951 2664f (07) 4951 3664





PAGE

DRAWING NO.

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PROJECT

DRAWN BY


CHECKED BY B Evans

Title

blo

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n : 3

ISSUED BY 1 : 100


20/01/2017 3:03:00 PM



ELEVATIONS 3a & 4

GQ966

12

New Dwelling


Author

re: 1 : 100 1 03

Elevation 3 - a1

re: 1 : 100 1 03

Elevation 42

GQ966 - RPEQ Letter - P56-1ds1.17.pdfOur Ref 1979E/P56-1ds1.17Contact David StirlingDear KelSTABILITY OF RESIDENTIAL DEVELOPMENTLOT 27 REDDACLIFFE DVE, THE LEAPIt is understood that following our report (ref: 5676/P/1912 dated 20 April 2015), it has been proposed by the owner to move the proposed house location closer to the road. The residence has a proposed effluent disposal area plan already provided. ...The house is currently situated upslope of the effluent system and moving the house closer to the road will be further upslope.The proposed change of the house position will not impact where the effluent disposal area is to be situated in relation to the house. The effluent disposal area must remain downslope of the house and at least 10m from the proposed house position. T...Thus, as per our previous report, the proposed residential development on the allotment has a long term stability assessment of ‘low’ provided the recommendation in our report are adhered to, and adequate civil/hydraulic and structural issues are addr...Should you require further information or have any queries, please contact the undersigned on 3320 8500.Yours faithfully

GQ966 - WD's REV 1 for Build App Lot 27 Ian Reddacliff Dr - Rowe.pdfSheets01 - COVER PAGE02 - SITE PLAN03 - FLOOR PLAN - Lower04 - FLOOR PLAN - Upper10 - ELEVATIONS 1 & 1a11 - ELEVATIONS 2 & 312 - ELEVATIONS 3a & 4

Documents

Please find attached letter as requested on Information ... · Whitsunday Mackay Moranbah Emerald Rockhampton Gladstone ... infringement on this copy-right will result in legal action