ECM 3017184 v1 Advertising DA Cover Memo PLN-21-337 263975

374 Main Road, GlenorchyPO Box 103, Glenorchy TAS 7010

(03) 6216 6800 | [email protected] www.gcc.tas.gov.au

ABN 19 753 252 493

DEVELOPMENT APPLICATION

APPLICATION NUMBER: PLN-21-337

PROPOSED DEVELOPMENT: Single Dwelling

LOCATION: 25 Saw Mill Court Austins Ferry

APPLICANT: Pinnacle Drafting & Design

ADVERTISING START DATE: 18/08/2021

ADVERTISING EXPIRY DATE: 31/08/2021

Plans and documentation are available for inspection at Council’s Offices, located at 374 Main Road, Glenorchy between 8.30 am and 5.00 pm, Monday to Friday (excluding public holidays) and on Glenorchy City Council’s website (www.gcc.tas.gov.au) until 31/08/2021.

During this time, any person may make representations relating to the applications by letter addressed to the General Manager, Glenorchy City Council, PO Box 103, Glenorchy 7010 or by email to [email protected].

Representations must be received by no later than 11.59 pm on 31/08/2021, or for postal and hand delivered representations, by 5.00 pm on 31/08/2021.

Version: 1, Version Date: 16/08/2021Document Set ID: 3017184

http://www.gcc.tas.gov.au/

mailto:[email protected]

GSPublisherVersion 434.0.63.100

I DA .0 1A .0 2A .0 3A .0 4A .0 5A .0 6

S h e e t N a m eS i t e P l a nF l o o r P l a n - L o w e rF l o o r P l a n - U p p e rE l e v a t i o n sE l e v a t i o n sS h a d o w D i a g r a m s

I s s u eD A - 0 4D A - 0 4D A - 0 4D A - 0 4D A - 0 4D A - 0 4

25 Saw Mill Court, Austins Ferry

Owner(s) or Clients Jeanette Lyden

Building Classification 1a

Designer Jason Nickerson CC6073Y

Total Floor Area 253.93m2

Alpine Area N/A

Other Hazards N/A(e.g.. High wind, earthquake, flooding, landslip,

dispersive soils, sand dunes, mine sub-residance,

landfill, snow & ice, or other relevant factors)

Title Reference 179338/90

Zoning General Residential

Land Size 506m2

Design Wind Speed N3

Soil Classification S

Climate Zone 7

Corrosion Environment Moderate

Bushfire Attack Level (BAL) TBA

GLENORCHY CITY COUNCILPLANNING SERVICES

APPLICATION No ..................................

DATE RECEIVED ...................................

PLN-21-337

12 August 2021



NO

T

FO

R

CO

NS

TR

UC

TI

ON

I s s u e D a t e D e s c r i p t i o n NSite Plan Proposal: New Dwelling

Client: Jeanette Lyden

Address: 25 Saw Mill Court, Austins FerryRevision: DA-04

Approved by: SH

PINNACLE DRAFTING & DESIGN

7/3 Abernant Way, Cambridge 7170

03 6248 4218

[email protected]

www.pinnacledrafting.com.au

Date: 21/06/21

Drawn by: SJH

Job No: 168-2020

Engineer:

Building Surveyor:

@ A3

Scale:

1:200Pg. No:

A.01

These drawing are the property of Pinnacle Drafting & Design Pty Ltd,reproduction in whole or part is strictly forbidden without written consent.© 2021. These drawings are to be read in conjunction with all drawings anddocumentation by Engineers, Surveyors and any other consultants referredto within this drawing set as well as any CLC and/or permit documentation.DO NOT SCALE FROM DRAWINGS; All Contractors are to verifydimensions on site before commencing any orders, works orrequesting/producing shop drawings. ANY AND ALL DISCREPANCIESDISCOVERED BY OUTSIDE PARTIES ARE TO BE BROUGHT TO THEATTENTION OF THE PINNACLE DRAFTING & DESIGN PTY LTD.

DA-03 28.06.21 Client Changes

DA-04 30.07.21 Shadow Diagrams - RFI

50mm KERB & GUTTER

PROPOSED CONCRETE DRIVEWAY

42.81 m2

'B'

'A'

'A'

2,105

2,025

4,0

80

4,0

00

3,000

4,395

16

,02

0

13

,18

0

3,000

4,395

18,453

97°30'97°30'

7°3

0'

7°3

0'2

0"

277°30'

232°30'

18

7°3

0'

18

7°3

0'1

78

°10

'

WH

ITE

STO

NE

DR

IVE

18.68

19.51 19.57

2.5

5

26

.48

8.49

9.003

5.0

0

14.59

18.66

STORMWATER MH18.82

19.53

21.98

20.6222.52

19.0

19

.0

21.0

18.0

20.0

RE

TA

ININ

G W

ALL

RE

TA

ININ

G W

ALL

SAW MILL COURT

20.0

18.6790Ø DP

90Ø DP

90

Ø D

P

PROPOSED NEW

DWELLING 156.28 m2

GARAGE FFL 18,900

UPPER FFL 21,850GROUND FFL 19,200

PROPOSED COVERED

TIMBERDECK

19.88 m2

PRIVATE OPEN SPACE24.00 m2

STORMWATER MHRL LID = 18.07RL INV = 16.70

SEWER MHRL LID = 18.46RL INV = 16.98

TO STORMWATER MH 52m AWAYRL LID = 23.59RL INV = 22.17

TO SEWER MH 52m AWAYRL LID = 23.64RL INV = 22.14

EXISTING CROSSOVER TOBE REMOVED AND KERBREINSTATED ATDEVELOPER'S COST

PROPOSED NEW 3.6mCROSSOVER TO LGATSTANDARD DRAWINGS TSD-R09

WATER METER TO UTILISETRAFFICABLE LID

BATTER TO COMPLYWITH NCC 3.1.1.1

& TABLE 3.1.1.1

STORMWATERCONNECTIONRL LID = 18.67RL INV = 17.22

90506m2

CT: 179338/90

PIPELINE & SERVICES EASEMENT 'D' 3.00m WIDE

'A'

'B'

N o t eAll driveway pits and grate drains to be Class B .

Stormwater pits are indicative. Location may varydepending on site conditions.

Ground to fall away from building in all directionsin compliance with AS2 8 7 0 & N .C .C 3 .1 .3 .3

L e g e n d

- Electrical Connection

- P o w e r C o n n e c t i o n

- S e w e r C o n n e c t i o n

- S t o r m w a t e r C o n n e c t i o n

- Telstra Connection

- Telstra Pit

- W a t e r M e t e r

- Water Stop Valve

- Class A 4 5 0 m m 2 Stormwater Pit

- Class B 4 5 0 m m 2 Stormwater Pit

- 1 0 0 mm wide Grate Drain

Site AreasSite Area 5 0 6 m 2

Building Footprint 1 5 6 . 2 8 m 2

Total Site Coverage 3 0 . 8 8 %

The following weed management measures are to be applied to the lot.• Monitor and control declared weeds on new lots for a minimum period of 5 years form time of purchase.• Weeds to be controlled by foliage spray, hand digging or cut and paste methods.• All vehicle and equipment entering the lot are to adhere to vehicle hygiene protocols as per the ‘Weed & Disease Planning and

Hygiene Guidelines (2015)’ as per following:- Equipment and vehicles are to be clean prior to unloading on the site and cleaned on site before removal. Cleaning includes

the removal of soil, mud etc. and the blowing of any dry plant material from the vehicle.- All loading and unloading of machinery must be carried out on hardpan areas.- The area of the development must be fenced off (temporary fencing is adequate) to prevent traffic across other lots or

undeveloped portions of the site.- Vehicle access to the site is to be restricted to essential vehicles and machinery only to minimise the opportunity for weed

seed and pathogens to leave the site and to reduce wash down requirements. All non-essential vehicles are to remain onhardened areas.

- All staff and contractors that enter the site are to be briefed on the importance of the vehicle hygiene protocol in terms ofweed control.

- All topsoil removed during the construction stage of the development is to be stockpiled on the site for later use. Sedimentfences are to be set up around the topsoil stockpiles and maintained on a regular basis.


APPLICATION No ..................................

DATE RECEIVED ...................................

PLN-21-337

12 August 2021



NO

T

FO

R

CO

NS

TR

UC

TI

ON

I s s u e D a t e D e s c r i p t i o n NFloor Plan - Lower Proposal: New Dwelling



Approved by: SH



03 6248 4218

[email protected]


Date: 21/06/21

Drawn by: SJH

Job No: 168-2020

Engineer:

Building Surveyor:

@ A3

Scale:

1:100Pg. No:

A.02




SD

Fov

en

SD

upp

er fl

oor

ove

r

dec

k o

ver

up

up

B E D 4c a r p e t

FUTURESTUD WALL

MIRACLE LIFTSPACE

1050D x1040W

ENTRY SIDE

B E D 3c a r p e t

P O R C Hc o n c r e t eE N T R Y

t i m b e r

L D R 'Yti les

R U M P U St i m b e r

G A R A G Ec o n c r e t e

P A T I Oc o n c r e t e

S T O R A G Ec o n c r e t e

WM

DR

B A T Htiles

P A T I Oc o n c r e t e

up

RE

TA

ININ

G A

S R

EQ

UIR

ED

RETAINING AS REQUIRED

1234567

8 9 10 11 12 13 14 15 16D

N

UP16R(184 mm)

15G(240 mm)

127.28 m2

19.88 m2

12.18 m2

3.05 m2

820

82

07

20

82

08

20

72

0 820

D0

2

PA

NE

LIF

T D

OO

R5

,00

0 -

2,1

00

2x8

20

W0

4

1,5

00

- 6

00

AW

W0

5

1,5

00

- 6

00

AW

W0

6

1,5

00

- 6

00

AW

W0

7

1,5

00

- 6

00

AW

W0

3

60

0 -

2,4

00

FW

D06

3,020 - 2,100

D04

820

2x8

20

W0

1

60

0 -

1,5

00

FW

W0

2

1,2

00

- 6

00

AW

OB

SC

2x1020

D05

820

D0

1

82

0

2,8

40

25

05

,19

09

09

40

2,0

90

90

25

0

1,8

60

90

1,0

50

90

1,0

50

90

1,8

60

60

09

01

,44

09

06

,00

0

3,0

00

90

3,0

00

90

3,0

00

90

2,1

85

6,0

35

6,2

70

8,4

70

2,8

40

25

04

,14

09

01

,90

09

02

,09

09

06

,00

02

50

2,8

40

25

04

,14

02

50

3,7

60

25

02

,11

09

03

,80

0

4,6

40

6,5

00

17

,74

0

3 ,2 4 0 9 0 2 ,6 8 5 9 0 1 ,0 0 0 9 0 2 ,1 3 5 2 5 0 1 ,3 9 5

1 ,0 8 0 2 5 0 1 ,9 1 0 6 ,0 0 0

1 0 ,9 7 5

3 ,2 4 0 9 0 2 ,6 8 5 9 0 1 ,0 0 0 6 0 0 9 0 3 ,0 0 0 9 0

2 5 0 5 ,7 7 5 9 0 3 ,6 9 0

1 ,0 8 0 1 ,5 0 0 7 ,0 0 0 1 ,3 9 5

19,200

D03

820

C H :2 4 0 0

C H :2 4 0 0

AJ

Smoke Alarm

Construction of sanitary

c o m p a r t m e n t s 3 .8 .3 .3 of current

N C CThe door to a sanitary compartment must -

· o p e n o u t w a r d s ; or

· sl ide; or

· be readily removable from the outside of

t h e c o m p a r t m e n t.

N o t e : Safe Movement & E g r e s sOpenable windows greater than 4 m above ground

level are to be fitted with a device to l imit opening

or a suitable screen so a 1 2 5 m m s p h e r e c a n n o t

pass through. Except for Bedrooms , w h e r e t h e

requirement is for heights above 2 m .

N o t e : Paved AreasAll paths and patios to fall away from dwelling.

N o t e : Stair ConstructionAll stairs to be constructed in accordance with

N .C .C Part 3 .9 .1 :

Riser: Min 1 1 5 m m - M a x 1 9 0 m m

G o i n g : Min 2 4 0 m m - M a x 3 5 5 m m

Slope (2 R + G ): M a x 5 5 0 - Min 7 0 0

Articulation Joint

A P Access Panel

Floor AreasLower Floor 1 2 7 . 2 8 m 2

Upper Floor 1 2 6 . 6 5 m 2

Total Floor Area 2 5 3 . 9 3 m 2

D e c k 1 9 . 8 8 m 2


APPLICATION No ..................................

DATE RECEIVED ...................................

PLN-21-337

12 August 2021



NO

T

FO

R

CO

NS

TR

UC

TI

ON

I s s u e D a t e D e s c r i p t i o n NFloor Plan - Upper Proposal: New Dwelling



Approved by: SH



03 6248 4218

[email protected]


Date: 21/06/21

Drawn by: SJH

Job No: 168-2020

Engineer:

Building Surveyor:

@ A3

Scale:

1:100Pg. No:

A.03




SD

DW

Fov

en

SD

SD

low

er fl

oor

bel

ow

MIRACLE LIFTSPACE

1050D x1040W

ENTRY SIDE

FRAME OUTFLOOR TO

SUIT

towel storebefore lift

15

00

70

0 x

16

50

1234567

8 9 10 11 12 13 14 15 16D

N

UP16R(184 mm)

15G(240 mm)

126.65 m2

stor

age

1000h wall

10

00

h w

all

10

00

h w

all

72

0

72

0

820

82

0

82

072

0

W1

5

40

0 -

2,4

00

AW

W1

3

40

0 -

2,4

00

AW

W1

4

40

0 -

2,4

00

AW

W11

1,500 - 3,000AW

W17

1,200 - 600AW

D08

2,440 - 2,100

D07

8207

20

82

0

W0

9

1,5

00

- 2

,40

0F

W

W0

8

1,5

00

- 4

,20

0A

W

W1

0

1,5

00

- 4

,20

0A

W

W16

1,200 - 900AW

4x770

9 0 2 ,0 7 0 9 0 2 ,4 3 5 9 0 5 4 0 9 0 3 ,0 0 5 9 0

6 ,1 6 0

3 ,2 1 0 9 0 5 ,0 2 0

8 ,5 0 0

9 0 3 ,1 3 5 9 0 5 ,0 9 5 9 0

9 0 3 ,1 3 5 9 0 1 ,4 0 0 9 0 6 0 0 1 ,2 0 0 9 0 0 9 0 5 9 0

9 0 3 ,1 3 5 9 0 1 ,4 0 0 9 0 3 ,6 0 5 9 0

1 ,5 0 0 7 ,0 0 0

90

2,7

50

1,0

60

90

4,0

50

90

1,0

00

90

1,0

00

90

1,0

00

90

6,1

60

90

90

90

1,9

00

2,7

00

10

,12

0

2,8

40

14

,90

0

2,8

40

90

1,6

50

90

3,4

60

90

1,0

00

90

2,0

90

90

2,3

80

90

3,0

00

90

60

09

0

4,7

00

90

6,1

50

90

3,0

00

14

,90

0

FFL 21,850

19.88 m2

A P

B E D 1c a r p e t

W I Pt i m b e r

K I T C H E Nt i m b e r

B A T Htiles

B E D 2c a r p e t

L O U N G Et i m b e r

W I Rt i m b e r

C O V E R E D D E C Ks e l e c t e d t i m b e r

D I N I N Gt i m b e r

C H :2 4 0 0

D E S K

AJ

Smoke Alarm

Construction of sanitary

c o m p a r t m e n t s 3 .8 .3 .3 of current

N C CThe door to a sanitary compartment must -

· o p e n o u t w a r d s ; or

· sl ide; or

· be readily removable from the outside of

t h e c o m p a r t m e n t.

N o t e : Safe Movement & E g r e s sOpenable windows greater than 4 m above ground

level are to be fitted with a device to l imit opening

or a suitable screen so a 1 2 5 m m s p h e r e c a n n o t

pass through. Except for Bedrooms , w h e r e t h e

requirement is for heights above 2 m .

N o t e : Paved AreasAll paths and patios to fall away from dwelling.

N o t e : Stair ConstructionAll stairs to be constructed in accordance with

N .C .C Part 3 .9 .1 :

Riser: Min 1 1 5 m m - M a x 1 9 0 m m

G o i n g : Min 2 4 0 m m - M a x 3 5 5 m m

Slope (2 R + G ): M a x 5 5 0 - Min 7 0 0

Articulation Joint

A P Access Panel

Floor AreasLower Floor 1 2 7 . 2 8 m 2

Upper Floor 1 2 6 . 6 5 m 2

Total Floor Area 2 5 3 . 9 3 m 2

D e c k 1 9 . 8 8 m 2


APPLICATION No ..................................

DATE RECEIVED ...................................

PLN-21-337

12 August 2021



NO

T

FO

R

CO

NS

TR

UC

TI

ON

I s s u e D a t e D e s c r i p t i o n NElevations Proposal: New Dwelling



Approved by: SH



03 6248 4218

[email protected]


Date: 21/06/21

Drawn by: SJH

Job No: 168-2020

Engineer:

Building Surveyor:

@ A3

Scale:

1:100Pg. No:

A.04




+18,9000 Ground

+19,2001 First

+21,8501 First

2,4

00

2,4

00

2,7

00

W08 W09 W10

D02

D01

W07W06W05W04

F A L L G R O U N D A W A Y F R O MH O U S E A M I N I M U M O F 5 0 m m

O V E R T H E F I R S T 1 0 0 0 m m I NA C C O R D A N C E W I T H A S 2 8 7 0 ,N C C P A R T 1 .3 .3 .3 & F i g . 3 .1 .3 .2

'T R I M D E C K ' S H E E T M E T A LR O O F P I T C H E D @ 3 °

B E H I N D P A R A P E T W A L L- C B M O N U M E N T

S E L E C T E D B R I C K V E N E E R

J A M E S H A R D I E S C Y O NE A S Y L A P C L A D D I N G1 2 0 0 x 3 0 0 0 - P A I N T E D F I N I S H

T .P . T I M B E R S L A T S - P A I N T E DF I N I S H

S P O T T E D G U M T I M B E RS L A T S - G L O S S F I N I S H

R E N D E R E D M A S T E R W A L L F O A MC L A D D I N G

R E N D E R E D M A S T E R W A L LF O A M C L A D D I N G

'T R I M D E C K ' S H E E T M E T A L R O O FP I T C H E D @ 3 ° B E H I N D P A R A P E T W A L L- C B M O N U M E N T

S H S P O S T

S H S P O S T

S H S P O S T

S C Y O N A X O N C L A D D I N G -P A I N T E D F I N I S H

C LC L

C L

BO

UN

DA

RY

BUILDIN

G

ENVELO

PE

CONCRETE DRIVEWAYN G L

M G L

N G L c u t

+18,9000 Ground

2,7

00

+19,2001 First

+21,8501 First

2,4

00

2,4

00

W13 W14 W15

W01 W02

W03

'T R I M D E C K ' S H E E T M E T A LR O O F P I T C H E D @ 3 °

B E H I N D P A R A P E T W A L L- C B M O N U M E N T

S P O T T E D G U M T I M B E RS L A T S - G L O S S F I N I S H

F A L L G R O U N D A W A Y F R O MH O U S E A M I N I M U M O F 5 0 m mO V E R T H E F I R S T 1 0 0 0 m m I NA C C O R D A N C E W I T H A S 2 8 7 0 ,N C C P A R T 1 .3 .3 .3 & F i g . 3 .1 .3 .2

J A M E S H A R D I E S C Y O NE A S Y L A P C L A D D I N G1 2 0 0 x 3 0 0 0 - P A I N T E D F I N I S H


S H S P O S T

S H S P O S T

R E N D E R E D M A S T E R W A L LF O A M C L A D D I N G

R E T A I N I N G W A L L A S P A R T O FS T R U C T U R E T O E N G I N E E R 'S

S P E C I F I C A T I O N S

B A T T E N O U T T OA C C O M O D A T E P L U M B I N G

A B O V E A S R E Q U I R E D

C L C L

C L

BO

UN

DA

RY

BUILD

ING

ENVELO

PE

R E T A I N I N G W A L L

M G L

N G L

N G L c u t

E a s t E l e v a t i o n 1 : 1 0 0

W e s t E l e v a t i o n 1 : 1 0 0NOTEClearances between cladding and ground shall comply with 3.5.4.7 of the current N.C.C and shall be a minimum clearance of:- 100mm in low rainfall intensity areas or sandy, well-drained areas; or- 50mm above impervious areas that slope away from the building; or- 150mm in any other case.

As per N.C.C part 3.9.2,Openable windows greater than 4m above ground level are to be fitted with a device to limit the opening or a suitable screen so a 125mm sphere cannot pass through, and withstand a force of 250N.Except for bedrooms, where the requirement is for heights above 2m.

NOTEALL GLAZING ELEMENTS TO UTILISELOW REFLECTANCE / CLEAR GLASSUNLESS OTHERWISE NOTEDOBSCURE, TO COMPLY WITH CLAUSEF8 4.4.2. A1 OF THE GLENORCHYINTERIM PLANNING SCHEME.


APPLICATION No ..................................

DATE RECEIVED ...................................

PLN-21-337

12 August 2021



NO

T

FO

R

CO

NS

TR

UC

TI

ON

I s s u e D a t e D e s c r i p t i o n NElevations Proposal: New Dwelling



Approved by: SH



03 6248 4218

[email protected]


Date: 21/06/21

Drawn by: SJH

Job No: 168-2020

Engineer:

Building Surveyor:

@ A3

Scale:

1:100Pg. No:

A.05




+19,2001 First

+21,8501 First

2,4

00

2,4

00

W16 D07 W17 D08

D06



S H S P O S T S

J A M E S H A R D I E S C Y O N E A S Y L A P C L A D D I N G1 2 0 0 x 3 0 0 0 - P A I N T E D F I N I S H

'T R I M D E C K ' S H E E T M E T A L R O O FP I T C H E D @ 3 ° B E H I N D P A R A P E T W A L L

- C B M O N U M E N T


R E T A I N I N G W A L L T O E N G I N E E R 'SS P E C I F I C A T I O N S

C L

C L

BUILD

ING

ENVELO

PE

BO

UN

DA

RY

N G L

N G Lc u t

+18,9000 Ground

2,7

00

+19,2001 First

+21,8501 First

2,4

00

2,4

00

MA

X B

UIL

DIN

G H

EIG

HT

6

,54

0

W11

D03

J A M E S H A R D I E S C Y O N E A S Y L A P C L A D D I N G1 2 0 0 x 3 0 0 0 - P A I N T E D F I N I S H

'T R I M D E C K ' S H E E T M E T A L R O O FP I T C H E D @ 3 ° B E H I N D P A R A P E T W A L L

- C B M O N U M E N T

'T R I M D E C K ' S H E E T M E T A L R O O F P I T C H E D @3 ° B E H I N D P A R A P E T W A L L- C B M O N U M E N T



R E T A I N I N G W A L L A S P A R TO F S T R U C T U R E T OE N G I N E E R 'SS P E C I F I C A T I O N S

G L A Z E D D O O R


S H S P O S T

BO

UN

DA

RY

BUILDIN

G

ENVELO

PE

C LC L

C L

N G L

N G L

S o u t h E l e v a t i o n 1 : 1 0 0

N o r t h E l e v a t i o n 1 : 1 0 0

NOTEClearances between cladding and ground shall comply with 3.5.4.7 of the current N.C.C and shall be a minimum clearance of:- 100mm in low rainfall intensity areas or sandy, well-drained areas; or- 50mm above impervious areas that slope away from the building; or- 150mm in any other case.

As per N.C.C part 3.9.2,Openable windows greater than 4m above ground level are to be fitted with a device to limit the opening or a suitable screen so a 125mm sphere cannot pass through, and withstand a force of 250N.Except for bedrooms, where the requirement is for heights above 2m.

NOTEALL GLAZING ELEMENTS TO UTILISELOW REFLECTANCE / CLEAR GLASSUNLESS OTHERWISE NOTEDOBSCURE, TO COMPLY WITH CLAUSEF8 4.4.2. A1 OF THE GLENORCHYINTERIM PLANNING SCHEME.


APPLICATION No ..................................

DATE RECEIVED ...................................

PLN-21-337

12 August 2021



NO

T

FO

R

CO

NS

TR

UC

TI

ON

I s s u e D a t e D e s c r i p t i o n NShadow Diagrams Proposal: New Dwelling



Approved by: SH



03 6248 4218

[email protected]


Date: 21/06/21

Drawn by: SJH

Job No: 168-2020

Engineer:

Building Surveyor:

@ A3

Scale:

Pg. No:

A.06




2 1 s t J u n e - 0 9 0 0 2 1 s t J u n e - 1 0 0 0 2 1 s t J u n e - 1 1 0 0 2 1 s t J u n e - 1 2 0 0

2 1 s t J u n e - 1 3 0 0 2 1 s t J u n e - 1 4 0 0 2 1 s t J u n e - 1 5 0 0


APPLICATION No ..................................

DATE RECEIVED ...................................

PLN-21-337

12 August 2021


Documents

ECM 3017184 v1 Advertising DA Cover Memo PLN-21-337 263975