DEVELOPMENT APPLICATION · 2020-06-17 · DEVELOPMENT APPLICATION APPLICATION NUMBER: PLN-19-407...

11
DEVELOPMENT APPLICATION APPLICATION NUMBER: PLN-19-407 PROPOSED DEVELOPMENT: Demolition, construction of warehouse (storage) and associated showroom with signage LOCATION: 9 Howard Road Glenorchy APPLICANT: Derwent Park Plumbing Supplies P/L ADVERTISING START DATE: 17/06/2020 ADVERTISING EXPIRY DATE: 30/06/2020 Plans and documentation are available for inspection at Council Offices, 374 Main Road, Glenorchy between 8.30am and 5.00pm, Monday to Friday (excluding public holidays) and on the Glenorchy City Council website until 30/06/2020. 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 11.59pm on 30/06/2020, or for postal and hand delivered representations, by 5.00pm. Version: 1, Version Date: 12/06/2020 Document Set ID: 2846688

Transcript of DEVELOPMENT APPLICATION · 2020-06-17 · DEVELOPMENT APPLICATION APPLICATION NUMBER: PLN-19-407...

Page 1: DEVELOPMENT APPLICATION · 2020-06-17 · DEVELOPMENT APPLICATION APPLICATION NUMBER: PLN-19-407 PROPOSED DEVELOPMENT: Demolition, construction of warehouse (storage) and associated

DEVELOPMENT APPLICATION

APPLICATION NUMBER: PLN-19-407

PROPOSED DEVELOPMENT: Demolition, construction of warehouse (storage) and associated showroom with signage

LOCATION: 9 Howard Road Glenorchy

APPLICANT: Derwent Park Plumbing Supplies P/L

ADVERTISING START DATE: 17/06/2020

ADVERTISING EXPIRY DATE: 30/06/2020

Plans and documentation are available for inspection at Council Offices, 374 Main Road, Glenorchy between 8.30am and 5.00pm, Monday to Friday (excluding public holidays) and on the Glenorchy City Council website until 30/06/2020.

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 11.59pm on 30/06/2020, or for postal and hand delivered representations, by 5.00pm.

Version: 1, Version Date: 12/06/2020Document Set ID: 2846688

Page 2: DEVELOPMENT APPLICATION · 2020-06-17 · DEVELOPMENT APPLICATION APPLICATION NUMBER: PLN-19-407 PROPOSED DEVELOPMENT: Demolition, construction of warehouse (storage) and associated

FFL=18.02

17.7

5

18.0

0

18.0

018

.25

17.75

17.50

17.25

17.00 16.75

16.50

16.2

5 16.25

APPROXIMATE LOCATION OF WATER MAIN (PER LISTMAP)

SEWER MAINSEWER LIDRL=17.35

SEWER LIDRL=16.21

FLAT 3No. 9 HOWARD ROADTO BE DEMOLISHED FLAT 2No. 7 HOWARDROAD

FLAT 1No. 5 HOWARDROAD

NEIGHBOURINGTENANCY

NEIGHBOURINGTENANCY

NEIGHBOURINGTENANCY

H O W A R D R O A D

BOUNDARY

BOUNDARY

BOUNDARY

BOUNDARY

BOUN

DARY

BOUNDARY

N

N

9 HOWARD ROAD

85 Elizabeth Street, Hobart, Tasmania 7000

Phone: (03) 6231 6999

SHANE MANN & ASSOCIATESArchitecture & Interior Design

ABN: 98 375 524 257

Mobile: 0419 993 163

E-mail: [email protected]

SCALE PROJECT No.

DRAWN DATE DRAWING No.

DRAWING TITLE

PROJECT

23.19T.L 28.02.2020

23.19 / DA.01/AAS SHOWNACCREDITED DESIGNER:

SHANE MANN - CC1045V

COVER / EXISTING SITE PLAN

FOR DERWENT PARK PLUMBING9 HOWARD ROAD,GLENORCHY, TASMANIA

DEVELOPMENT APPLICATION

PLANNING SUMMARY:FOR: DERWENT PARK PLUMBING SERVICES

ADDRESS: 9 HOWARD ROAD, GLENORCHY, TASMANIA

TITLE: 60304 / 3

LOT SIZE: No.3 1621 m²

ZONE: 25.0 (GENERAL INDUSTRIAL) GROUND FLOOR: 870.5 m² (GROSS)

FIRST FLOOR: 571.1 m² (GROSS) EXCLUDING VOIDS, GOODS LIFT AND STAIRS

SITE COVER: 54 % INCLUDING CANOPY

CARPARKING: 19 SPACES

EXISTING SITE PLANScale: 1:200 @ A2

LOCALITY PLAN

NEW SHOWROOM &WAREHOUSE

ARCHITECTURAL DRAWINGS:

WD.01 COVER / EXISTING SITE 18.12.2019

WD.02 /A PROPSOSED SITE PLAN 28.02.2020

WD.03 GROUND FLOOR PLAN 18.12.2019

WD.04 FIRST FLOOR PLAN 18.12.2019

WD.05 ELEVATIONS 18.12.2019

WD.06 3D PERSPECTIVE 18.12.2019

GLENORCHY CITY COUNCILPLANNING SERVICES

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

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

PLN-19-407

30/04/20

Version: 1, Version Date: 12/06/2020Document Set ID: 2846337

Page 3: DEVELOPMENT APPLICATION · 2020-06-17 · DEVELOPMENT APPLICATION APPLICATION NUMBER: PLN-19-407 PROPOSED DEVELOPMENT: Demolition, construction of warehouse (storage) and associated

7,410

2,70

02,

7001,00

0

6,950

5,400 2,400

1,40

02,40

02,

400

1,250

4,105

4,590

2,750 1,800

BLACK ALUMINIUM POWDERCOATED FENCE NOM 2.1mHIGH TO HOWARD ROADBOUNDARIES

APPROXIMATE LOCATION OF WATER MAIN (PER LISTMAP)

SEWER MAIN

SEWER LIDRL=16.21

FLAT 2No. 7 HOWARDROADFLAT 1No. 5 HOWARDROAD

ENTRY

SHOWROOM

WAREHOUSE

DRIVE-THRU PICK UP

TEAROOM

OFFICE

NEWCROSSOVER

NEWCROSSOVER

NEW

CR

OSS

OVE

R

CAR PARKING3No. SPACES

STAFFPARKING

3No. SPACES

CAR PARKING6No. SPACES

FOOTPATH

FOOTPATH

FOO

TPATH

H O W A R D R O A D

H O

W A

R D

R O

A D

A C C E S ST O

F A R L E Y S T

NEIGHBOURINGTENANCY

NEIGHBOURINGTENANCY

NEIGHBOURINGTENANCY

NEW TENANCYNo. 9 HOWARD

ROAD

NEWLANDSCAPING

SHAREDAREA

SHARED

AREA

BOUNDARY

BOUNDARY

BOUNDARY

BOUNDARY

BOUN

DARY

BOUNDARY

CAR PARKING5No. SPACES

NEW

MAN

UAL

SLID

ING

GAT

E

NEWMANUALSLIDING GATE

NEWMANUALSLIDING GATE

N

NEW

LAN

DSC

APIN

G

4,95

5

5,51

56,83

5

17,100

7,75

5

22,957

N

85 Elizabeth Street, Hobart, Tasmania 7000

Phone: (03) 6231 6999

SHANE MANN & ASSOCIATESArchitecture & Interior Design

ABN: 98 375 524 257

Mobile: 0419 993 163

E-mail: [email protected]

SCALE PROJECT No.

DRAWN DATE DRAWING No.

DRAWING TITLE

PROJECT

23.19T.L 27.03.2020

23.19 / DA.02/BAS SHOWNACCREDITED DESIGNER:

SHANE MANN - CC1045V

PROPOSED SITE PLAN

FOR DERWENT PARK PLUMBING9 HOWARD ROAD,GLENORCHY, TASMANIA

PROPOPSED SITE PLANScale: 1:200 @ A2

DEVELOPMENT APPLICATION

SITE PLAN SET-BACKSScale: 1:500 @ A2

NOTE:

REFER TO ENGINEERS DRAWINGSFOR PROPOSED SITE SERVICES.

HOWARD ROAD BOUDARY FENCE:

NEW BOUNDARY FENCE TO BE SIMILARTO PROTECTOR ALUMINIUM 2450W x 1800HPICKET TOP FENCE PANELS AVAILABLE ATBUNNINGS WITH 75 SHS BLACK POWDERCOATED FENCE POSTS.PANELS TO BE MOUNTED TO ACHIEVE2100H FROM FOOTPATH LEVEL.

Version: 1, Version Date: 12/06/2020Document Set ID: 2846337

sjeffrey
Planning Stamp 3
sjeffrey_1
Text Box
PLN-19-407
sjeffrey_2
Text Box
30/04/20
Page 4: DEVELOPMENT APPLICATION · 2020-06-17 · DEVELOPMENT APPLICATION APPLICATION NUMBER: PLN-19-407 PROPOSED DEVELOPMENT: Demolition, construction of warehouse (storage) and associated

5,900 5,900 5,900 5,900 5,900 5,900

1,50

03,

200

9,20

06,

350

6,35

0

CUSTOMER TOILET

SHOWROOM POS

CO

UN

TER

AREA: 259.4 m²

AIRLOCK

ENTRY /EXIT

AUTO SLIDINGDOOR

AUTO SLIDINGDOOR

SHOWROOM

COL.COL.

DRIVE-THRUCOLLECTION

WAREHOUSER

OLL

ER D

OO

R

RO

LLER

DO

OR

COL.

CARSPACES

FIR

ST F

LOO

R L

EVEL

OVE

R

FIRST FLOOR LEVEL OVER

FIRST FLOOR LEVEL OVER

CANOPY OVER

AREA: 249.4 m²

AREA: 261.50 m²

HB WC

SHR

STORE

DOWN DOWN

TEA ROOMAREA: 16.28 m²

OFFICEAREA: 18.83 m²

UP

WC WC

WC / SHR

PRODUCT RACKINGCOL.

COL.COL.

PRODUCT RACKING PRODUCT RACKING

GOODS LIFT

(2500 x 1500)

WAREHOUSE

EXIT

EXIT

SHOPFRONT GLAZING

SHOPFRONT GLAZING

SHOPFRONT GLAZING

GLAZING

PRODUCT RACKING PRODUCT RACKING PRODUCT RACKING PRODUCT RACKINGPRODUCT RACKING

SERVICE WINDOW

SHOWROOM

WAREHOUSECOUNTER

GLA

ZIN

G

GLA

ZIN

GO

NE

WAY

GR

APH

ICS

GLA

ZIN

GO

NE

WAY

GR

APH

ICS

GLA

ZIN

GO

NE

WAY

GR

APH

ICS

85 Elizabeth Street, Hobart, Tasmania 7000

Phone: (03) 6231 6999

SHANE MANN & ASSOCIATESArchitecture & Interior Design

ABN: 98 375 524 257

Mobile: 0419 993 163

E-mail: [email protected]

SCALE PROJECT No.

DRAWN DATE DRAWING No.

DRAWING TITLE

PROJECT

23.19T.L 18.12.2019

23.19 / DA.03AS SHOWNACCREDITED DESIGNER:

SHANE MANN - CC1045V

PROPOSED GROUND & COLLECTION LEVEL

FOR DERWENT PARK PLUMBING9 HOWARD ROAD,GLENORCHY, TASMANIA

PROPOPSED GROUND &WAREHOUSE LEVELScale: 1:100 @ A2

DEVELOPMENT APPLICATION

Version: 1, Version Date: 12/06/2020Document Set ID: 2846337

sjeffrey_3
Planning Stamp 3
sjeffrey_4
Text Box
PLN-19-407
sjeffrey_5
Text Box
30/04/20
Page 5: DEVELOPMENT APPLICATION · 2020-06-17 · DEVELOPMENT APPLICATION APPLICATION NUMBER: PLN-19-407 PROPOSED DEVELOPMENT: Demolition, construction of warehouse (storage) and associated

5,900 5,900 5,900 5,900 5,900 5,900

1,50

03,

417

8,98

36,

350

6,35

0

BULKYWAREHOUSE

VOID

VOID

VOID

CANOPY

AREA: 560 m²

COL.COL.

COL.COL.

COL.

GOODS LIFT

(2500 x 1500)

DOWN

SHO

PFR

ON

T G

LAZI

NG

SHOPFRONT GLAZING

GLA

ZIN

GO

NE

WAY

GR

APH

ICS

GLA

ZIN

GO

NE

WAY

GR

APH

ICS

GLA

ZIN

GO

NE

WAY

GR

APH

ICS

85 Elizabeth Street, Hobart, Tasmania 7000

Phone: (03) 6231 6999

SHANE MANN & ASSOCIATESArchitecture & Interior Design

ABN: 98 375 524 257

Mobile: 0419 993 163

E-mail: [email protected]

SCALE PROJECT No.

DRAWN DATE DRAWING No.

DRAWING TITLE

PROJECT

23.19T.L 18.12.2019

23.19 / DA.04AS SHOWNACCREDITED DESIGNER:

SHANE MANN - CC1045V

PROPOSED FIRST FLOOR PLAN

FOR DERWENT PARK PLUMBING9 HOWARD ROAD,GLENORCHY, TASMANIA

PROPOPSED FIRST FLOORPLANScale: 1:100 @ A2

DEVELOPMENT APPLICATION

Version: 1, Version Date: 12/06/2020Document Set ID: 2846337

sjeffrey_6
Planning Stamp 3
sjeffrey_7
Text Box
PLN-19-407
sjeffrey_8
Text Box
30/04/20
Page 6: DEVELOPMENT APPLICATION · 2020-06-17 · DEVELOPMENT APPLICATION APPLICATION NUMBER: PLN-19-407 PROPOSED DEVELOPMENT: Demolition, construction of warehouse (storage) and associated

1,50

03,

300

3,70

03,

300

3,70

0

TRANSLUCENT GRAPHICS OVER WINDOWS.EXAMPLE ONLY.

PRECAST CONC. PANELS.PAINT FINISH.

CANOPY OVER SHOWROOMENTRY.

PRECAST CONC. PANELS.PAINT FINISH.

LIGHTWEIGHT CLADDINGWITH GRAPHICS OVER.

TRANSLUCENT GRAPHICSOVER WINDOWS.EXAMPLE ONLY.

ALUMIN. FRAMED & GLAZED WINDOWS.

ALUMIN. FRAMED & GLAZED SHOPFONTWINDOWS.

SHOWROOM

COLLECTION - ENTRY

DRIVE-THRU LVL: (RL: 16.50)

GROUND FLOOR LVL: (RL:18.00)

FIRST FLOOR LVL: (RL: 21.30)

TOP OF PARAPET: (RL: 25.00)

CEILING LVL: (RL: 21.00)

PROPOSED NORTH - WESTELEVATIONSScale: 1:100 @ A2

FIRST FLOOR LVL: (RL: 21.30)

TOP OF PARAPET: (RL: 25.00)

CEILING LVL: (RL: 21.00)

DRIVE-THRU LVL: (RL: 16.50)

PROPOSED SOUTH - WESTELEVATIONSScale: 1:100 @ A2

ROLLER DOOR

EXIT

ENTRYEXIT

1,50

03,

300

3,70

0 PRECAST CONC. PANELS.PAINT FINISH.

ALUMIN. FRAMED & GLAZED WINDOWS.

DRIVE-THRU LVL: (RL: 16.50)

GROUND FLOOR LVL: (RL:18.00)

FIRST FLOOR LVL: (RL: 21.30)

TOP OF PARAPET: (RL: 25.00)

CEILING LVL: (RL: 21.00) PROPOSED NORTH - EASTELEVATIONSScale: 1:200 @ A2

1,50

03,

300

3,70

0

PRECAST CONC. PANELS.PAINT FINISH.

LIGHTWEIGHT CLADDINGWITH GRAPHICS OVER.

ALUMIN. FRAMED & GLAZEDSHOPFONT WINDOWS.

COLLECTION - EXIT

DRIVE-THRU LVL: (RL: 16.50)

GROUND FLOOR LVL: (RL:18.00)

FIRST FLOOR LVL: (RL: 21.30)

TOP OF PARAPET: (RL: 25.00)

CEILING LVL: (RL: 21.00)

PROPOSED SOUTH - EASTELEVATIONSScale: 1:100 @ A2

EXIT

ROLLER DOOR

85 Elizabeth Street, Hobart, Tasmania 7000

Phone: (03) 6231 6999

SHANE MANN & ASSOCIATESArchitecture & Interior Design

ABN: 98 375 524 257

Mobile: 0419 993 163

E-mail: [email protected]

SCALE PROJECT No.

DRAWN DATE DRAWING No.

DRAWING TITLE

PROJECT

23.19T.L 18.12.2019

23.19 / DA.05AS SHOWNACCREDITED DESIGNER:

SHANE MANN - CC1045V

PROPOSED FIRST FLOOR PLAN

FOR DERWENT PARK PLUMBING9 HOWARD ROAD,GLENORCHY, TASMANIA

PRELIMINARY - NOT FOR CONSTRUCTION

Version: 1, Version Date: 12/06/2020Document Set ID: 2846337

sjeffrey_9
Planning Stamp 3
sjeffrey_10
Text Box
PLN-19-407
sjeffrey_11
Text Box
30/04/20
Page 7: DEVELOPMENT APPLICATION · 2020-06-17 · DEVELOPMENT APPLICATION APPLICATION NUMBER: PLN-19-407 PROPOSED DEVELOPMENT: Demolition, construction of warehouse (storage) and associated

85 Elizabeth Street, Hobart, Tasmania 7000

Phone: (03) 6231 6999

SHANE MANN & ASSOCIATESArchitecture & Interior Design

ABN: 98 375 524 257

Mobile: 0419 993 163

E-mail: [email protected]

SCALE PROJECT No.

DRAWN DATE DRAWING No.

DRAWING TITLE

PROJECT

23.19T.L 18.12.2019

23.19 / DA.06AS SHOWNACCREDITED DESIGNER:

SHANE MANN - CC1045V

3D PERSPECTIVE

FOR DERWENT PARK PLUMBING9 HOWARD ROAD,GLENORCHY, TASMANIA

3D PERSPECTIVE

PRELIMINARY - NOT FOR CONSTRUCTION

Version: 1, Version Date: 12/06/2020Document Set ID: 2846337

sjeffrey_12
Planning Stamp 3
sjeffrey_13
Text Box
PLN-19-407
sjeffrey_14
Text Box
30/04/20
Page 8: DEVELOPMENT APPLICATION · 2020-06-17 · DEVELOPMENT APPLICATION APPLICATION NUMBER: PLN-19-407 PROPOSED DEVELOPMENT: Demolition, construction of warehouse (storage) and associated

CIVIL DRAWINGSPROPOSED DEVELOPMENTDERWENT PARK PLUMBING SUPPLIES9 HOWARD ROADGLENORCHY, 7010

THESE DRAWINGS MUST BE APPROVED BYCOUNCIL & TASWATER PRIOR TO CONSTRUCTION

DRAWN: DESIGNED: VERIFIED:

SCALE: SIZE:

PROJECT No. SHEET No. REV No.

A1~

SHEET:

PROJECT:

ISSUE:

ADDRESS:

CLIENT:

REV. DESCRIPTION DATE REV. DESCRIPTION DATE

DATE:

TOTALSHEETS:

Lower Ground199 Macquarie Street

Hobart TAS 700003 6234 8666

[email protected]

CF CF 31/01/2020

C19E82-1

INDEX

PROPOSED DEVELOPMENT

DERWENT PARK PLUMBING SUPPLIES

9 HOWARD ROAD GLENORCHY, TAS 7010A DESIGN APPROVAL 04/11/2019

B DESIGN APPROVAL 12/12/2019C DESIGN APPROVAL 31/01/2020

C0.01

MW

4

DESIGN APPROVAL

BEWARE OF UNDERGROUND SERVICESTHE LOCATION OF UNDER GROUND SERVICES AREAPPROXIMATE ONLY AND THEIR EXACT LOCATION SHOULD BEPROVEN ON SITE BY THE RELEVANT AUTHORITIES. NOGUARANTEE IS GIVEN THAT ALL SERVICES ARE SHOWN.

THIS DRAWING MUST ONLY BE DISTRIBUTED IN FULLCOLOUR. ALDANMARK CONSULTING ENGINEERSACCEPTS NO LIABILITY ARISING FROM FAILURE TOCOMPLY WITH THIS REQUIREMENT.

HALF SCALE PRINT

SHEET DRAWING ISSUE DATEC0.01 INDEX C 31/01/2020C0.02 NOTES AND OVERALL PLAN C 31/01/2020C1.01 SITE SERVICES PLAN C 31/01/2020C3.01 SECTIONS & DETAILS C 31/01/2020

Version: 1, Version Date: 12/06/2020Document Set ID: 2846337

sjeffrey_15
Planning Stamp 3
sjeffrey_16
Text Box
PLN-19-407
sjeffrey_17
Text Box
15/05/20
Page 9: DEVELOPMENT APPLICATION · 2020-06-17 · DEVELOPMENT APPLICATION APPLICATION NUMBER: PLN-19-407 PROPOSED DEVELOPMENT: Demolition, construction of warehouse (storage) and associated

II

II

II

I

I I I I I I I I I I I I I

II

I I I I I I I I I I I I I I I I I I I I I I

FFL=18.02

II

I

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

I

I I I I I I I I I I I I I I I I I I I I I I

II

II

II

II

II

II

II

II

IIIIIIIIII

IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII

II

II

II

II

I

II

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII

IIII

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII

IIIIIIIIIIIIIIIIIIII

IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

I I I I I I I I I I

II

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

II

II

II

I

S

E

W

E

R

L

I

D

R

L

=

1

6

.

2

1

17.5

17.5

OVERALL PLANSCALE 1:250 (A1)

THESE DRAWINGS MUST BE APPROVED BYCOUNCIL & TASWATER PRIOR TO CONSTRUCTION

DRAWN: DESIGNED: VERIFIED:

SCALE: SIZE:

PROJECT No. SHEET No. REV No.

A11:250

SHEET:

PROJECT:

ISSUE:

ADDRESS:

CLIENT:

REV. DESCRIPTION DATE REV. DESCRIPTION DATE

DATE:

TOTALSHEETS:

Lower Ground199 Macquarie Street

Hobart TAS 700003 6234 8666

[email protected]

CF CF 31/01/2020

C19E82-1

NOTES AND OVERALL PLAN

PROPOSED DEVELOPMENT

DERWENT PARK PLUMBING SUPPLIES

9 HOWARD ROAD GLENORCHY, 7010A DESIGN APPROVAL 04/11/2019

B DESIGN APPROVAL 12/12/2019C DESIGN APPROVAL 31/01/2020

C0.02

MW

4

DESIGN APPROVAL

GENERAL NOTES:1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE ARCHITECTURAL, HYDRAULIC AND STRUCTURAL DRAWINGS

AND SPECIFICATIONS. STANDARDS REFERENCED ARE TO BE THE MOST CURRENT VERSION.2. THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION UNLESS ENDORSED 'FOR CONSTRUCTION' AND AUTHORISED

FOR ISSUE ACCORDINGLY.3. ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH IPWEA/LGAT STANDARD DRAWINGS AND SPECIFICATIONS,

AUSTRALIAN STANDARDS, (WSAA SEWERAGE CODE OF AUSTRALIA & WATER SUPPLY CODE OF AUSTRALIA) AND TO THESATISFACTION OF COUNCIL'S DEVELOPMENT ENGINEER.

4. IPWEA/LGAT STANDARD DRAWINGS TO BE READ IN CONJUNCTION WITH COUNCIL EXCLUSION SHEETS TSD-E01-v1 &TSD-E02-v1.

5. ALL WORKS ARE TO BE MAINTAINED IN A SAFE CONDITION.6. CONFIRM ALL LEVELS ON SITE PRIOR TO THE COMMENCEMENT OF WORKS7. CONTRACTOR TO OBTAIN APPROVALS, SERVICE CLEARANCES AND COORDINATE WORK WITH ALL RELEVANT AUTHORITIES

PRIOR TO COMMENCEMENT.8. A "START OF WORKS NOTICE" MUST BE OBTAINED FROM COUNCIL PRIOR TO ANY WORKS COMMENCING.9. SURVEY DATA UNDERTAKEN AND PROVIDED BY NICK GRIGGS & CO. ARCHITECTURAL UNIT AND SITE LAYOUT UNDERTAKEN

AND PROVIDED BY SHANE MANN & ASSOCIATES. FLOOR LEVELS SET BY ARCHITECT. DRIVEWAY GRADING BASED ON THESE.

WORKPLACE HEALTH & SAFETY NOTES:BEFORE THE CONTRACTOR COMMENCES WORK THE CONTRACTOR SHALL UNDERTAKE A SITE SPECIFIC PROJECT PRE-STARTHAZARD ANALYSIS / JOB SAFETY ANALYSIS (JSA) WHICH SHALL IDENTIFY IN DOCUMENTED FORM;

· THE TYPE OF WORK.· HAZARDS AND RISKS TO HEALTH AND SAFETY.· THE CONTROLS TO BE APPLIED IN ORDER ELIMINATE OR MINIMIZE THE RISK POSED BY THE IDENTIFIED HAZARDS.· THE MANNER IN WHICH THE RISK CONTROL MEASURES ARE TO BE IMPLEMENTED.

THESE ARE TO BE SUBMITTED TO THE SUPERINTENDENT AND/OR OTHER RELEVANT WORKPLACE SAFETY OFFICERS.

FOR THIS PROJECT; POSSIBLE HAZARDS INCLUDE (BUT ARE NOT LIMITED TO):· EXCAVATION OF ANY TYPE & DEPTHS· CONTAMINATED SOILS· CONSTRUCTION IN GROUND WITH HIGH WATER TABLE· FELLING / LOPPING &/OR REMOVAL OF EXISTING TREES/VEGETATION· UNDERGROUND STRUCTURES (MANHOLES / SUMPS / ETC)· CONFINED SPACES· OVERHEAD POWER LINES· UNDERGROUND STORMWATER, WATER AND SEWER PIPES· TELECOMMUNICATION CABLES - BOTH UNDERGROUND & OVERHEAD· ELECTRICAL/POWER CABLES - BOTH UNDERGROUND & OVERHEAD· WORKING AT HEIGHTS· WORKING WITH ASBESTOS CONTAINING MATERIALS· TRAFFIC MANAGEMENT

BEWARE OF UNDERGROUND SERVICESTHE LOCATION OF UNDER GROUND SERVICES AREAPPROXIMATE ONLY AND THEIR EXACT LOCATION SHOULD BEPROVEN ON SITE BY THE RELEVANT AUTHORITIES. NOGUARANTEE IS GIVEN THAT ALL SERVICES ARE SHOWN.

THIS DRAWING MUST ONLY BE DISTRIBUTED IN FULLCOLOUR. ALDANMARK CONSULTING ENGINEERSACCEPTS NO LIABILITY ARISING FROM FAILURE TOCOMPLY WITH THIS REQUIREMENT.

HALF SCALE PRINT

DRAINAGE AND SERVICES NOTES:1. ALL WORKS ASSOCIATED WITH PUBLIC STORMWATER INFRASTRUCTURE IS TO BE CARRIED OUT IN ACCORDANCE WITH

IPWEA (TAS) LGAT STANDARD DRAWINGS AND SPECIFICATION AND TO THE SATISFACTION OF COUNCIL.2. ALL WORKS ASSOCIATED WITH PUBLIC SEWER AND WATER IS TO BE CARRIED OUT IN ACCORDANCE WITH THE WSA PARTS 02

& 03 (WATER AND SEWERAGE CODES OF AUSTRALIA) AND TO THE SATISFACTION OF TASWATER.3. ALL CONNECTIONS TO EXISTING MAINS TO BE CARRIED OUT BY THE REGULATING AUTHORITY AT COST TO BUILDER UNLESS

APPROVED OTHERWISE.4. HYDRAULIC LAYOUT TO BE COORDINATED WITH OTHER SERVICES. HYDRAULIC LAYOUT AS SHOWN IS NOTIONAL, LAYOUT TO

BE CONFIRMED ON SITE.5. ALL EXISTING SERVICES TO BE LOCATED ON SITE PRIOR TO THE COMMENCEMENT OF WORKS.6. GENERAL MATERIALS, INSTALLATION & TESTING SHALL COMPLY WITH AS3500 AND THE NCC VOL 3 (PCA).7. INSTALL ALL AG DRAINS TO THE REQUIREMENTS OF AS3500 AND PART 3.1.2 OF THE BCA8. PAVEMENT AND HARDSTAND AREAS SHALL FALL AT A MINIMUM OF 1% (1:100) TOWARD AN APPROVED DISCHARGE POINT.9. ALL PIPE WORK UNDER TRAFFICABLE AREAS, INCLUDING DRIVEWAYS, IS TO BE BACKFILLED WITH COMPACTED FCR.10. DRAINAGE PIPES TO BE MIN. uPVC CLASS SN4, PIPES UNDER TRAFFICABLE AREAS TO BE SN8 U.N.O.11. MINIMUM GRADES FOR DRAINAGE PIPES SHALL BE 1% FOR STORMWATER AND 1.67% FOR SEWER U.N.O.12. MINIMUM COVER FOR DRAINAGE PIPES SHALL BE 300mm FOR STORMWATER AND 500mm FOR SEWER U.N.O.13. WATER PIPES TO BE MIN. DN20 POLY PN16 AND FITTINGS TO BE MIN. CLASS 16 U.N.O.14. WATER CONNECTIONS SHALL BE PROVIDED WITH METERAGE AND BACKFLOW PREVENTION AS PER TASWATER STANDARD

DRAWING TWS-W-0002.15. ALL PIPEWORK TO BE INSPECTED BY COUNCIL PRIOR TO BACKFILL.16. PIT DIMENSIONS SHOWN HAVE BEEN DESIGNED BY PIT CAPACITY TABLES. THESE PITS MAY NEED TO BE INCREASED IN

MINIMUM INTERNAL SIZE DUE TO THE DEPTH AS PER AS3500.3 AS PER TABLE BELOW WHICH IS THE CONTRACTORSRESPONSIBILITY TO ENSURE COMPLIANCE TO AS3500:

EARTHWORKS & DRIVEWAY NOTES:1. ALL EARTHWORKS SHALL BE IN ACCORDANCE WITH AS3798 "GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND

RESIDENTIAL DEVELOPMENTS".2. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED AND GRUBBED IN THE AREA OF PROPOSED WORKS.3. NEW OR MODIFIED DRIVEWAY CROSSINGS SHALL BE IN ACCORDANCE WITH IPWEA STANDARD DRAWING TSD-R09-v1 AND

MUST BE INSPECTED AND APPROVED BY COUNCIL.4. EXCAVATED AND IMPORTED MATERIAL USED AS FILL IS TO BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION.5. FILL MATERIAL SHALL BE WELL GRADED AND FREE OF BOULDERS OR COBBLES EXCEEDING 150mm IN DIAMETER UNLESS

APPROVED TO BE OTHERWISE.6. FILL REQUIRED TO SUPPORT DRIVEWAYS INCLUDING FILL IN EMBANKMENTS THAT SUPPORT DRIVEWAYS SHALL BE

INSTALLED IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS:· TOP SOIL AND ORGANIC MATTER SHALL BE STRIPPED TO A MINIMUM OF 100mm.· THE SUB GRADE SHALL HAVE A MINIMUM BEARING CAPACITY OF 100 kPa.· FILL IN EMBANKMENTS SHALL BE KEYED 150mm INTO NATURAL GROUND.· THE FILL SHALL BE COMPACTED IN HORIZONTAL LAYERS OF NOT MORE THAN 200mm.· EACH LAYER SHALL BE COMPACTED TO A MINIMUM DENSITY RATIO OF 95% STD, IT IS THE BUILDERS

RESPONSIBILITY TO ENSURE THAT THIS IS ACHIEVED.7. WHERE THE ABOVE REQUIREMENTS CANNOT BE ACHIEVED THE ENGINEER SHALL BE CONSULTED AND THE FORMATION

SHALL BE PROOF ROLLED (UNDER SUPERVISION OF THE ENGINEER) TO CONFIRM AN APPROVED BASE.8. CONCRETE PAVEMENTS SHALL BE CURED FOR A MINIMUM OF 3 DAYS USING A CURRENT BEST PRACTICE METHOD.9. SAWN CONTROL JOINTS SHALL BE CONSTRUCTED AS SOON AS POSSIBLE WITHOUT RAVELLING THE JOINT, GENERALLY THIS

SHALL BE WITHIN 24 HOURS.10. BATTERS SHALL BE SET TO A SAFE ANGLE OF REPOSE IN ACCORDANCE WITH THE BCA VOL 2 AS INDICATED BELOW:

NOTE: WHERE SITE CONDITIONS ARE UNSUITABLE FOR A BATTERED BANK CONSULT THE ENGINEER FOR A SUITABLERETAINING WALL DESIGN. EMBANKMENTS THAT ARE TO BE LEFT EXPOSED MUST BE STABILISED BY VEGETATION OR SIMILARWORKS TO PREVENT SOIL EROSION.

NOT SUITABLE NOT SUITABLESOFT SOILS (P)

CLAYFIRM CLAY

SOFT CLAY NOT SUITABLE

1:2 1:1

2:3

1:4 1:4SILT (P*)

1:2 1:2SAND (A*)

2:3 8:1STABLE ROCK (A*)

SOIL TYPE(* REFER BCA 3.2.4)

EMBANKMENT SLOPES H:L

COMPACTED FILL CUT

900 900

600 900

600 600

450 450≤600

DEPTH TO INVERT OFOUTLET

WIDTH LENGTH

≤900

≤1200

>600

>900

>1200

MINIMUM INTERNALDIMENSIONS mm

HOWARD ROAD

HOWARD ROAD

NO. 7 HOWARD RD

NO. 5 HOWARD RD

NEIGHBOURINGPROPERTY

NEIGHBOURINGPROPERTY

NEIGHBOURINGPROPERTY

9 HOWARD RD(PROPOSED NEW BUILDING)

PROPOSED CAR PARK

PROPOSED CAR PARK

Version: 1, Version Date: 12/06/2020Document Set ID: 2846337

sjeffrey_18
Planning Stamp 3
sjeffrey_19
Text Box
PLN-19-407
sjeffrey_20
Text Box
15/05/20
Page 10: DEVELOPMENT APPLICATION · 2020-06-17 · DEVELOPMENT APPLICATION APPLICATION NUMBER: PLN-19-407 PROPOSED DEVELOPMENT: Demolition, construction of warehouse (storage) and associated

-1.54

FFL=18.02

DS=17.81NS=17.68

DS=17.81NS=17.98

DS=17.54NS=17.94

DS=17.21NS=17.74

DS=16.72NS=17.49

DS=16.55NS=17.27

DS=16.50NS=16.26

DS=16.50NS=16.16

DS=18.02NS=16.62

DS=18.02NS=17.05

M

DS=17.24NS=16.59

DS=17.01NS=16.40

DS=16.53NS=16.27

S

E

W

E

R

L

I

D

R

L

=

1

6

.

2

1

DS=16.50NS=16.29

17.5

17.5

DS=18.02NS=16.35

DS=18.02NS=16.42

DS=18.02NS=17.39

DS=18.02NS=17.96

DS=18.02NS=16.34

EXISTING 150mm WATER MAIN TO REMAIN

SITE SERVICES PLANSCALE 1:200 (A1)

THESE DRAWINGS MUST BE APPROVED BY COUNCIL & TASWATER PRIOR TO CONSTRUCTION

DRAWN: DESIGNED: VERIFIED:

SCALE: SIZE:

PROJECT No. SHEET No. REV No.

A11:200

SHEET:

PROJECT:

ISSUE:

ADDRESS:

CLIENT:

REV. DESCRIPTION DATE REV. DESCRIPTION DATE

DATE:

TOTALSHEETS:

Lower Ground199 Macquarie Street

Hobart TAS 700003 6234 8666

[email protected]

CF CF 31/01/2020

C19E82-1

SITE SERVICES PLAN

PROPOSED DEVELOPMENT

DERWENT PARK PLUMBING SUPPLIES

9 HOWARD ROAD GLENORCHY, 7010A DESIGN APPROVAL 04/11/2019

B DESIGN APPROVAL 12/12/2019C DESIGN APPROVAL 31/01/2020

C1.01

MW

4

DESIGN APPROVAL

BEWARE OF UNDERGROUND SERVICESTHE LOCATION OF UNDER GROUND SERVICES AREAPPROXIMATE ONLY AND THEIR EXACT LOCATION SHOULD BEPROVEN ON SITE BY THE RELEVANT AUTHORITIES. NOGUARANTEE IS GIVEN THAT ALL SERVICES ARE SHOWN.

THIS DRAWING MUST ONLY BE DISTRIBUTED IN FULLCOLOUR. ALDANMARK CONSULTING ENGINEERSACCEPTS NO LIABILITY ARISING FROM FAILURE TOCOMPLY WITH THIS REQUIREMENT.

HALF SCALE PRINT

EXISTING 20mm TASWATER PROPERTY CONNECTIONTO BE UPGRADED TO MIN 25mm CONNECTIONAS PER TASWATER GUIDELINES (TWS-W-0002) AT DEVELOPERS COST

ORG (150mm BELOW LOWESTFIXTURE) TO BE PROVIDED WITH TAP

OVER

DN100 DWV @ MIN 1.65% TO RECONNECTTO EXISTING CONNECTION

EXISTING 150mm TASWATER MAIN

NEW DN25 WATER METER TO BE INSTALLED ASPER TASWATERS GUIDELINES AT DEVELOPERS COST.

CLASS C RATED 200mm GRATEDSW CHANNEL

CONCRETE DETENTION TANK(WITH 150mm LOW FLOW ORIFICE)

DN150 uPVC SN8 STORMWATER @MIN 1.0% GRADE

DN225 uPVC SN8 @ MIN 1.0%GRADE STOWMATER LINE TODETENTION TANK

DP

DP

DP

DP

DP

DN150 SN4 uPVC TO BESUSPENDED AT CEILING HEIGHT@ MIN 1.0% FALL

DN150 TO DROP TO GROUND ANDCONNECT TO GROUND SWDRAINAGE LINE

DN150 SN4 uPVC TO BESUSPENDED AT CEILING HEIGHT@ MIN 1.0% FALL

DN150 TO DROP TO GROUND ANDCONNECT TO GROUND SWDRAINAGE LINE

NEW 1050 MANHOLE AS PER TSD-SW02.EXTEND DN225 STORMWATER MAIN AT DEVELOPERS COST.

CAR PARK

SHOWROOM TEAROOM

OFFICE

WAREHOUSE

DRIVE THRU PICK UP AREA

CAR PARK

HOWARD ROAD

HOWARD ROAD

ACCESS TO FARLEY STREET

NEIGHBOURINGTENANCY

FLAT 1 NO.5HOWARD ROAD

FLAT 2 NO.7HOWARD ROADCAR PARK

SEWER LID RL 16.21TW ASSET ID 552378

SEWER LID RL 17.35TW ASSET ID

A552387

450sq GRATED CLASS C PIT WITHSPEL STORMSACK GROSSPOLLUTANT TRAP INSTALLED(TYPICAL)

W3

W2

W1

S2

S1

NEIGHBOURINGTENANCY

NEIGHBOURINGTENANCY

EXISTING DN225 COUNCILSTORMWATER MAIN

NEW 1050 MANHOLE AS PER LGAT DRAWING TSD-SW02-v1 ATDEVELOPERS COST. (TO BE NEW PROPERTY CONNECTION)

NEW DN225 STORMWATER PROPERTY CONNECTIONFROM MAIN AS PER TSD-SW25

BOUNDAR

Y

BOUNDARY

BOUNDARY

BOUNDARY

BOUNDARY

BOUNDARY

EXISTING SEWER PROPERTY CONNECTION AS PEREXISTING DRAINAGE PLANS OBTAINED BY GCC TO

BE MADE REDUNDANT CAPPED AND SEALED ATDEVELOPERS COST.

EXISTING STORMWATER MANHOLE

EXSTING STORMWATER MANHOLE

EXISTING SW PROPERTYCONNECTION AS SHOWN ON GCC

GIS MAPS. TO BE CAPPED ANDSEALED AT DEVELOPERS COST

NEW DN225 STORMWATER MAINAT DEVELOPERS COST

DN150 HIGH FLOW BYPASS TORECONNECT TO STORMWATERLINEDN150

C

3

.

0

1

-

EXISTING DN100 CONCRETETASWATER SEWER MAIN TO BEUPGRADED TO DN150 PVC-U SN8BETWEEN SEWER MAINTENANCEHOLD A552385 AND A552378 ATDEVELOPERS COST

NEW DN100 SEWER CONNECTION TO CONNECT OFFNEW TASWATER 150mm MAIN AS PER DRAWING

MRWA-S-104A. IO TO SURFACE TO BE PROVIDED ASPOINT OF CONNECTION AS PER TASWATER

SUPPLEMENTS & GUIDELINES.

EXISTING WATER CONNECTION TO BEMADE REDUNDANT, CAPPED AND SEALED

AT DEVELOPERS COST.

Version: 1, Version Date: 12/06/2020Document Set ID: 2846337

sjeffrey_21
Planning Stamp 3
sjeffrey_22
Text Box
PLN-19-407
sjeffrey_23
Text Box
15/05/20
Page 11: DEVELOPMENT APPLICATION · 2020-06-17 · DEVELOPMENT APPLICATION APPLICATION NUMBER: PLN-19-407 PROPOSED DEVELOPMENT: Demolition, construction of warehouse (storage) and associated

BEWARE OF UNDERGROUND SERVICESTHE LOCATION OF UNDER GROUND SERVICES AREAPPROXIMATE ONLY AND THEIR EXACT LOCATION SHOULD BEPROVEN ON SITE BY THE RELEVANT AUTHORITIES. NOGUARANTEE IS GIVEN THAT ALL SERVICES ARE SHOWN.

THIS DRAWING MUST ONLY BE DISTRIBUTED IN FULLCOLOUR. ALDANMARK CONSULTING ENGINEERSACCEPTS NO LIABILITY ARISING FROM FAILURE TOCOMPLY WITH THIS REQUIREMENT.

THESE DRAWINGS MUST BE APPROVED BYCOUNCIL & TASWATER PRIOR TO CONSTRUCTION

DRAWN: DESIGNED: VERIFIED:

SCALE: SIZE:

PROJECT No. SHEET No. REV No.

A1~

SHEET:

PROJECT:

ISSUE:

ADDRESS:

CLIENT:

REV. DESCRIPTION DATE REV. DESCRIPTION DATE

DATE:

TOTALSHEETS:

Lower Ground199 Macquarie Street

Hobart TAS 700003 6234 8666

[email protected]

CF CF 31/01/2020

C19E82-1

SECTIONS

PROPOSED DEVELOPMENT

DERWENT PARK PLUMBING SUPPLIES

9 HOWARD ROAD, DERWENT PARK GLENORCHY, 7010A DESIGN APPROVAL 12/12/2019

B DESIGN APPROVAL 12/12/2019C DESIGN APPROVAL 31/01/2020

C3.01

MW

4

DESIGN APPROVAL

HALF SCALE PRINT

STORMWATER PRE AND POST DEVELOPMENT DISCHARGENTS

POST DEVELOPMENT FLOW - 34.92L/PS

PRE DEVELOPMENT FLOW - 35.55L/PS

0.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

8.00

9.00

10.00

11.00

12.00

13.00

14.00

15.00

16.00

17.00

18.00

19.00

20.00

21.00

21.68

CHAINAGE

17.76

17.76

17.67

17.58

17.50

17.41

17.32

17.23

17.14

17.05

16.96

16.87

16.78

16.69

16.52

16.30

16.26

16.22

16.24

16.24

16.24

16.24

16.26

16.29

16.29

16.29

SURFACEEXISTING

18.02

018

.020

18.02

0

18.02

0

18.02

0

18.02

0

18.02

0

18.02

0

18.02

0

18.02

0

18.02

0

18.02

0

18.02

0

18.02

0

16.50

0

16.50

0

16.50

0

16.50

0

16.50

0

16.50

0

16.50

0

16.50

0

CENTRE LINEDESIGN

+0.26

+0.35

+0.44

+0.52

+0.61

+0.70

+0.79

+0.88

+0.97

+1.06

+1.15

+1.24

+1.33

+1.50

+0.20

+0.24

+0.28

+0.26

+0.26

+0.26

+0.26

+0.24

FILL (+)CUT (-)

R.L. 12.00

I.P. 1

8.020

I.P. 1

8.020

I.P. 1

8.020

I.P. 1

8.020

I.P. 1

8.020

I.P. 1

8.020

I.P. 1

8.020

I.P. 1

8.020

I.P. 1

8.020

I.P. 1

8.020

I.P. 1

8.020

I.P. 1

8.020

0.00%

I.P. 1

8.020

-152.00%

I.P. 1

6.500

I.P. 1

6.500

I.P. 1

6.500

I.P. 1

6.500

I.P. 1

6.500

I.P. 1

6.500

I.P. 1

6.500

0.00%

PVC

150 I

nv 15

.328

Pipe

150 1

50 In

v 15.7

21

0.00

36.55

36.55m

17.43

16.48

17.43

18.02

15.55

0

14.61

0

1.88

3.41

DN150 uPVC SN8

-2.57%

S2 S1

CHAINAGE

EXISTING SURFACE

FINISHED SURFACE

INVERT LEVEL

DEPTH TO INVERT

PIPE DIAMETER / MATERIAL

GRADE %

DATUM RL 12.30

Ø100

IL 16

.17

TASWATER SEWER MAIN LONGSECTIONSCALE 1:300 (A1) HORIZSCALE 1:100 (A1) VERT

NEW PRIVATE DN150 uPVC SW

DESIGN SURFACE

EXISTING SURFACE

EXISTING SEWER MANHOLE TO BELOWERED TO MATCH NEW DESIGN

LEVELS

0.00

22.20

22.20m

17.82

16.50

17.84

16.50

16.83

9

15.60

0

1.00

0.98

-5.58%

W3 W2

CHAINAGE

EXISTING SURFACE

FINISHED SURFACE

INVERT LEVEL

DEPTH TO INVERT

PIPE DIAMETER / MATERIAL

GRADE %

DATUM RL 13.20

56.77

34.57m

16.22

16.50

15.60

00.6

2

0.00%

W1

Ø100

IL 16

.26

EXISTING TASWATER WATER MAIN LONGSECTIONSCALE 1:500 (A1) HORIZSCALE 1:100 (A1) VERT

EXISTING TASWATERWATER MAIN

NEW PRIVATE DN150 uPVC SW

DESIGN SURFACEEXISTING SURFACE

DN150 DICL DN150 DICL

DESIGN SURFACE

EXISTING SURFACEEXISTING TASWATER WATER MAIN(LEVELS INTERPOLATED FROMOBVERT LEVELS POTHOLED ON SITE)

EXISTING TASWATER SEWER MAIN(LEVELS INTERPOLATED FROMOBVERT LEVELS POTHOLED ON SITE)

SHOWROOM DESIGN LEVEL

DRIVE THROUGH DESIGN LEVEL

SECTION 1SCALE 1:100 (A1) HORIZSCALE 1:100 (A1) VERT

EXISTING DN100 CONCRETE TASWATER SEWERMAIN TO BE UPGRADED TO DN150 PVC-U SN8BETWEEN SEWER MAINTENANCE HOLD A552385AND A552378 AT DEVELOPERS COST

Version: 1, Version Date: 12/06/2020Document Set ID: 2846337

sjeffrey_24
Planning Stamp 3
sjeffrey_25
Text Box
PLN-19-407
sjeffrey_26
Text Box
15/05/20