Maureen_drafting folio 2020

DRAFTING

FOLIO 2017-2019 MYAT HSU MON KYAW maureenkyaw11@gmail.com

FACTORY RENOVATION STRATFIELD COUNCIL DA submission 2017-2018

01

DRAWING STATUS

INITIAL

5935

5940

DATE

-

2

-50

100 FALL TO PIT

0

-50

0

-5

900x900 ACCESS PIT WITH CLASS "B" COVER

350

560

5300

PROPOSED TRASH SCREEN

3.75m

150

1m

B -

350

RB

DATE

INIT REV

AMENDMENT

PROVIDE 4 X ∅20MM WEEP HOLES TO DRAIN TO 150MM THICK CLEAN AGGREGATE WRAPPED IN NON-WOVEN GEOTEXTILE FILTER FABRIC SURROUND.

120

120

500

500-600

300

0

1000

1000

TYP.

TYP.

SECTION

SLAB TO BE FOUND ON CONSISTANT STRATA MINIMUM SBV 150kPa

2

1:50

SECTION

3

1:50

-

2

3

4

5m

-

APPROVED FOR CONSTRUCTION

29.05.18

3

DF

APPROVED FOR CONSTRUCTION

28.05.18

2

DF

ISSUED FOR CONSTRUCTION

25.05.18

1

DF

ISSUED FOR APPROVAL

25.05.18

A

DF

DATE

ISSUE

BY

AMENDMENTS STATUS

300

350

800

1500

FOR CONSTRUCTION

300 800

950 1000

950

120

950

1000 TYP.

CLIENT

3100

270

TRACO PTY LTD

1

SCALE 1:50 AT A1 SHEET | 1:100 AT A3 SHEET

01

29/11/17 01 ISSUE FOR DA No

600

950

3100

120

550

1300 874 294 | TRIAXIAL.COM.AU SUITE 12, LEVEL 14, 327 PITT STREET, SYDNEY 2000 PO BOX A203, SYDNEY SOUTH, NSW 1235 SYDNEY | ADELAIDE | BAROSSA | DARWIN | MUDGEE

Ø150 PVC PIPE THRU WALL

TYP. 18060

2400

350

LOAD CELLS 18760

GALVANISED MILD STEEL LIFTING HANDLE OR EQUIVALENT

3700

SECTION

PROJECT

SCREEN 'LYSAGHT' MAXIMESH RH 3030 OR EQUIVALENT SURFACE AREA TO BE 50 TIMES OUTLET ORIFICE DIAMETER) TO BE CHECKED AGAINST COUNCIL REQ.

191 ARTHUR STREET, HOMEBUSH WEST

O ST

IT

SU

PROVIDE FIXING CLIPS OR BRACKETS TO WALL OF PIT AT OUTLET. ALLOW FOR EASE OF REMOVAL.

D + 150

FLAP VALVE

Level 1, 91 George Street | Parramatta | NSW 2150 P 02 9891 5033 | F 02 9891 3898 | E admin@sparksandpartners.com.au

HYDRAULIC | CIVIL | FIRE

DATE

DEC 2017

SCALE

NOT TO SCALE

DEVELOPMENT APPLICATION

1:250 @A1

JOB No

17239

1:50

4 -

CLIENT

NATIONAL WEIGHING & INSTRUMENTS UNIT 1, 88 MAGOWAR ROAD GIRRAWEEN NSW PH: (02) 8868 2222

[NON STANDARD WIDTH DIMENSION] MILLSTREAM - WRR PILBARA LIQUID TREATMENT

SP RKS +PARTNERS CONSULTING ENGINEERS

VARIES TO SUIT

SECTION

SBP PIT MOUNTED WEIGHBRIDGE

CIVIL DESIGN STORMWATER DETAILS SHEET 01

RIE

TYPICAL REMOVABLE SCREEN DETAIL

1

PROJECT

DRAWING TITLE

VA

1:50

-

NOTES

SCALE 1:10

POINT 'P'.

PROVIDE EARTH PLATE (PILE SHOE) CONNECTION AT POSITION P VIA COPPER 95 SQmm CROSS SECTION CABLE IN ORDER TO ACHIEVE AN OVERALL RESISTANCE AS NEAR AS POSSIBLE TO 1 Ω (ohm) CONNECT EARTH OF MAIN EQUIPMENT TO EARTH PLATE AT POINT 'P' PIT WITH COPPER CABLE WITH CROSS SECTION OF 6 SQmm

ARCHITECT

VARIES TO SUIT

'D'

'

'D

SCALE 1:25

-

10mm GALVANISED MOUNTING BRACKET WITH 2M8 CHEMICAL ANCHORS (125mm EMBEDMENT)

FLEXIBLE PVC/RUBBER SHEET

OSD TANK TYPICAL SECTION

GALVANISED MILD STEEL OR ALUMINIUM FRAME ALL ROUND

A

560

1.0m

100

150

PROPOSED 200mmx100mm WALL PENETRATION TO DRAIN OSD DURING SMALL STORM EVENTS

5300

950

PROPOSED ∅ 375uPVC PIPE MIN. 1% GRADE

150mm SUMP

2.65m

PROPOSED 200mmx100mm CORE HOLE PENETRATION ON WALL WITH FLAP VALVE TO PROVIDE DRAINAGE TO HED PIT

450 120

STORMFILTER CREST 21.20

400

500

2YR TWL 21.30

PROPOSED 160mm CORE HOLE WALL PENETRATION WITH FLAP VALVE AT RL 20.27 AND CL RL 20.35

SCALE 1:25

NTS LOAD CELL PLATES (ARE NOT INCLUDED IN SUPPLY)

120

1.8m WIDE HED WEIR RL 21.20

OVERFLOW / UNCONTROLLED CHAMBER

HIGH EARLY DISCHARGE PIT

RL 20.12

OSD TANK TYPICAL SECTION

LOAD CELL ANCHOR PLATE DETAILS

80 NOM DIA PVC CONDUIT 'LOAD CELL TERMINAL' (NOT SUPPLIED) CONDUIT MUST ONLY CONTAIN WEIGHING SYSTEM CABLES AND EARTH CABLES.

500-600

PROPOSED 32 STOMFILTER CARTRIDGES OF 690mm [STORMWATER 360] TO MEET WATER QUALITY TARGETS. REFER TO STORMWATER 360 FOR INSTALLATION SPECIFICATIONS.

5540

500-600

HEIGHT OF STORMFILTER CHAMBER WALL 1030mm

50mm

PROPOSED EXISTING SW PIPE (INLET PIPE) CONNECTION TO STORMFILTER CHAMBER TO MEET WATER QUALITY TARGETS.

WEIR CREST 22.20

RL 20.27

6.35m

NOTE: IT IS EXTREMELY IMPORTANT TO AVOID ANY AIR POCKETS BEING FORMED UNDER THE PLATES. USE OF HIGH STRENGTH NON-SHRINK GROUT AS REQUIRED.

500x500 MIN HD INSPECTION PIT CONNECTED TO STORMWATER

300

100YR TWL 22.83

INLET PIPE

400

505-600

120mm

900x900 ACCESS PIT WITH CLASS "B" COVER

RL 20.38

PROVIDE MASS CONCRETE COMPRESSIVE STRENGTH (Fc') OF 25MPa ON TOP OF CONCRETE SLAB TO PROVIDE GRAVITY DRAINAGE TO OUTLET

P

Ø150 PVC PIPE THRU WALL

SCALE 1:50 AT A1 SCALE 1:100 AT A3

FS 23.15

1.8m WIDE HED WEIR RL 21.20

4N12 LIGS SHOP WELDED TO LOAD CELL PLATE 300

TYP.

SPB/M2000 PIT MOUNTED WEIGHBRIDGE DIMENSIONAL LAYOUT PLAN

ALL STORMWATER PIPES FROM NORTHERN AND NORTH WESTERN SIDE OF THE SITE SHOULD BE CONNECTED TO STORMFILTER CHAMBER. 1% FALL

1000

TYP.

SCALE: N.T.S

HEIGHT TO WEIR CREST 930mm

PROVIDE MINIMUM 1% FALL AT OSD BASE

1000

SCALE 1:50

100YR TWL 22.83 CONCRETE WALL BEHIND UPTO CONCRETE SLAB HEIGHT

2YR TWL 21.51

0

0

TREATMENT CHAMBER - BASE PLAN

FS 23.15

PROPOSED 32 STOMFILTER CARTRIDGES OF 690mm [STORMWATER 360] TO MEET WATER QUALITY TARGETS. REFER TO STORMWATER 360 FOR INSTALLATION SPECIFICATIONS.

0

-50

0

120

1m

PROPOSED ∅375mm uPVC AT MIN. 1% GRADE

5×50Ø VENTILATION HOLES TO ENSURE NO VOIDS ARE ALLOWED TO FORM UNDER PLATES

-50

-50

690 PSORB STORMFILTER CARTRIDGE DETAIL

50mm

1m

BASE PIT

PROPOSED ∅375mm RCP PIPE AT MIN. 1% GRADE

SCALE 1:50

100 FALL TO PIT

200 DEEP DRAINAGE SUMP CONNECTED TO STORMWATER

0

OVERFLOW / SURCHARGE CHAMBER

TREATMENT CHAMBER - ROOF PLAN

400×300×10 THK PL. 0

-50

FALSE FLOOR

HED CHAMBER

32

0

-50

-600

-50

NIL

MINIMUM FLATNESS REQUIREMENTS +-10mm LONGITUDINAL +-5mm ACROSS WIDTH

0

300

00

1m

0

0

-

NOT TO SCALE

PROPOSED 1m WIDE WEIR AT RL 22.40

DENOTES DATUM OF LEVELS FROM ROADWAY LEVEL

-50

-50

1

SCALE

0

-50

0

-

November 29, 2017

300

4

-

GP

175

THE INFORMATION ON THIS DRAWING REMAINS THE PROPERTY OF SPARKS & PARTNERS CONSULTING ENGINEERS REPRODUCTION OF THE WHOLE OR PART OF THE DOCUMENT CONSTITUTES AN INFRINGEMENT OF COPYRIGHT®

PROPOSED 1.8m WIDE WEIR AT RL 21.40

9.0m

20

3700

A1

3 0

3100

NORTH POINT

1500

AGGREGATE CEMENT f'c ADMIXTURES (MAX. SIZE) (MPa) TYPE DENOTES LOAD CELL LOCATIONS. DESIGN POINT LOAD 16,000kg REFER TO LOAD CELL ANCHOR PLATE DETAILS

400

DATE

PAGE PLOT DATE

LL

OVERFLOW / SURCHARGE CHAMBER

SLUMP 80

2970

800

FA

L

FOOTINGS

475

2400

FOR CLIENT APPROVAL

STORMFILTER CARTRIDGE FILTRATION UNIT

AL 1% F

5935

2970

FOR CONSTRUCTION

HED CHAMBER

ELEMENT

FOR INFORMATION ONLY

STORMWATER 360 -TREATMENT CHAMBER

4.0m

475

PRELIMINARY

APPROVED DATE

1%

18060

FOR TENDER

6.25m

-

COMPLETION OF THE QUALITY RECORD IS EVIDENCE THAT THE DESIGN AND DRAWING HAVE BEEN VERIFIED.

CHECKED

5.1m

A

AUTHORITIES MAINS AND/OR EXISTING SERVICES ARE TO BE LOCATED AND CHECKED PRIOR TO COMMENCEMENT OF ANY WORKS

INLET SW PIPES [ REFER TO SDCP FOR INDICATIVE LOCATION]

STORMWATER 360 -TREATMENT CHAMBER 900x900 SQ ACCESS PIT WITH CLASS "B" COVER

LEVELS ARE INDICATIVE ONLY AND ARE TO BE CHECKED PRIOR TO COMMENCEMENT OF ANY WORKS

5.

VERIFICATION COMPLETION OF THE DRAWING STATUS IS EVIDENCE THAT THE DESIGN HAS BEEN VERIFIED AS CONFORMING TO THE REQUIREMENTS OF THE PROJECT QUALITY PLAN

2.65m

6.40m

FOOTING CONCRETE QUALITY

DRAWINGS TO BE READ IN CONJUNCTION WITH SPECIFICATION.

4.

1500

IINLET SW PIPES [ REFER TO SDCP FOR INDICATIVE LOCATION]

DO NOT SCALE OFF THIS DRAWING. USE DIMENSIONS & ARCHITECTURAL DRAWINGS ONLY

2.

3.

800

-

B

PROPOSED 32 STORMFILTER OF 690mm CARTRIDGES LOCATED WITHIN HIGH EARLY DISCHARGE PIT TO TREAT STORMWATER RUNOFF FROM SITE TO MEET WATER QUALITY TARGETS IN ACCORDANCE WITH COUNCIL'S DCP

1.

DESIGNED

AHSCA

RB

DRAWN

RB

DWG No

ISO 9001 : 2000 QUALITY ASSURED COMPANY

The Association of Hydraulic Services Consultants Australia (NSW) Inc.

CORPORATE MEMBER

No IN SET REV

DA4.10 ---- OF 01

DESIGNED

JK

DRAWN

DF

DATE

MAY 2018

SIZE

A1/A3

CAD REF

TX10281.00 - S59

DRAWING TITLE

18m PIT MOUNTED WEIGHBRIDGE DIMENSIONAL SET-OUT PROJECT No.

DRAWING No.

TX10281.00 - S59

ISSUE

3

RESIDENTIAL DUPLEX HOUSES

0

10

50

PRODUCED BY AN AUTODESK STUDENT VERSION

100

DA submission

3

1

2017-2018

BALCONY

MAIN BATH

S T

BEDROOM 02

BEDROOM 03

VOID MASTER

ROOF BELOW

B U C K L A N D

DWELLING 3B RL 41.55 FIRST FLOOR 74.2M2

BEDROOM 01

MASTER BEDROOM 03

BEDROOM 02 BALCONY

MAIN BATH

roof over garage (mai tren garage)

1

E : info@lcbd.com.au W: www.lcbd.com.au P : + 61 2 9556 1046 M: +61 433 306 078 A: Level 1, Unit 6/ 48 O'Dea Ave, Waterloo, NSW 2017 Post: PO Box 696, Rockdale, NSW 2216 ABN: 941 4588 6933, Lic 16314.SC1

NOTES 1.

2.

3.

4.

5.

PROJECT

DO NOT SCALE THE DRAWING, READ ALL DIMENSIONS SHOWN. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS BEFORE COMMENCING NEW WORK, AND SHALL ASK IF DOUBT. THE CONTRACTOR SHALL COMPLY WITH ALL RELEVANT AUSTRALIAN STANDARDS. THE CONTRACTOR SHALL COMPLY WITH *THE BUILDING CODE OF AUSTRALIA* BCA. PLEASE NOTE THAT GROUND LEVELS MAY VARY DUE TO SITE CONDITIONS.

ADDRESS LOT

COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF LCBD

DRAWING TILE

PROPOSED ATTACHED DUAL OCCUPANCY

3 BUCKLAND ST, GREENACRE

FIRST FLOOR PLAN

3

1:100@a3

DRAWN

C.N

AUTHORISED

CHECKED

DESIGNED

C.N

DATE

CLIENT

JOB NUMBER

SCALE

MR. P.CHI NG DRAWING NO.

DA 08

PRODUCED BY AN AUTODESK STUDENT VERSION

02

BEDROOM 01

02/ 2017

16803 ISSUE

AMENDMENT

ENG.

DRA.

DATE

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

DWELLING 3B RL 41.55 FIRST FLOOR 74.2M2

PRODUCED BY AN AUTODESK STUDENT VERSION

0

10

50

PRODUCED BY AN AUTODESK STUDENT VERSION

0

100

10

50

100

B U C K L A N D E : info@lcbd.com.au W: www.lcbd.com.au P : + 61 2 9556 1046 M: +61 433 306 078 A: Level 1, Unit 6/ 48 O'Dea Ave, Waterloo, NSW 2017 Post: PO Box 696, Rockdale, NSW 2216 ABN: 941 4588 6933, Lic 16314.SC1

NOTES 1.

2.

3.

4.

5.

DO NOT SCALE THE DRAWING, READ ALL DIMENSIONS SHOWN. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS BEFORE COMMENCING NEW WORK, AND SHALL ASK IF DOUBT. THE CONTRACTOR SHALL COMPLY WITH ALL RELEVANT AUSTRALIAN STANDARDS. THE CONTRACTOR SHALL COMPLY WITH *THE BUILDING CODE OF AUSTRALIA* BCA. PLEASE NOTE THAT GROUND LEVELS MAY VARY DUE TO SITE CONDITIONS.

3.

4.

5.

DO NOT SCALE THE DRAWING, READ ALL DIMENSIONS SHOWN. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS BEFORE COMMENCING NEW WORK, AND SHALL ASK IF DOUBT. THE CONTRACTOR SHALL COMPLY WITH ALL RELEVANT AUSTRALIAN STANDARDS. THE CONTRACTOR SHALL COMPLY WITH *THE BUILDING CODE OF AUSTRALIA* BCA. PLEASE NOTE THAT GROUND LEVELS MAY VARY DUE TO SITE CONDITIONS.

PROJECT

ADDRESS LOT

COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF LCBD

DRAWING TILE

PROPOSED ATTACHED DUAL OCCUPANCY

3 BUCKLAND ST, GREENACRE

SOUTH REAR & EAST SIDE ELEVATIONS PRODUCED BY AN AUTODESK STUDENT VERSION

1.

2.

1:100@a3

DRAWN

C.N

AUTHORISED

CHECKED

DESIGNED

C.N

DATE

CLIENT

JOB NUMBER

SCALE

MR. P.CHI NG DRAWING NO.

DA 09

ADDRESS LOT

TO BE USED OR REPRODUCED WHOLLY OR IN PART

DRAWING TILE

PROPOSED ATTACHED DUAL OCCUPANCY

3 BUCKLAND ST, GREENACRE

LONG SECTION 2-2 & POOL SECTION DETAILS PRODUCED BY AN AUTODESK STUDENT VERSION

NOTES

PROJECT

COPYRIGHT: THIS DESIGN AND PLANS ARE NOT WITHOUT WRITTEN PERMISSION OF LCBD

E : info@lcbd.com.au W: www.lcbd.com.au P : + 61 2 9556 1046 M: +61 433 306 078 A: Level 1, Unit 6/ 48 O'Dea Ave, Waterloo, NSW 2017 Post: PO Box 696, Rockdale, NSW 2216 ABN: 941 4588 6933, Lic 16314.SC1

02/ 2017

16803 ISSUE

AMENDMENT

ENG.

DRA.

DATE

S T

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

MAX 9M HEIGHT OF BUILDING CONTROL

MAX 9M HEIGHT OF BUILDING CONTROL

1:100@a3

DRAWN

C.N

AUTHORISED

CHECKED

DESIGNED

C.N

DATE

CLIENT

JOB NUMBER

SCALE

MR. P.CHI NG DRAWING NO.

DA 12

02/ 2017

16803 ISSUE

AMENDMENT

ENG.

DRA.

DATE

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

B U C K L A N D

S T

MAX 9M HEIGHT OF BUILDING CONTROL

PRODUCED BY AN AUTODESK STUDENT VERSION

INTERIOR CONSTRUCTION SET MYANMAR COUNCIL Construction Drawings submission 2019

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

03

PROJECT TITLE

ISSUE /DATE:

:

REVISION TOTAL AERA :

PROJECT OWNDER : DRAWING TILE SCALE :

REVISION /DATE: PLOT DATE:

: DRAWN BY :

FILE NAME

:

CHECKED BY:

PRODUCED BY AN AUTODESK STUDENT VERSION

DRAWING NO:

REMARK: THIS DRAWING IS SOLE COPYRIGHT OF CITIZENS ID ,LTD THE DRAWING IS NOT TO SCALE AND SHOULD BE CHECKED ON SITE.

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION ISSUE /DATE:

:

REVISION TOTAL AERA :

PROJECT OWNDER : DRAWING TILE SCALE :

REVISION /DATE: PLOT DATE:

: DRAWN BY :

FILE NAME

:

CHECKED BY:

REMARK: THIS DRAWING IS SOLE COPYRIGHT OF CITIZENS ID ,LTD THE DRAWING IS NOT TO SCALE AND SHOULD BE CHECKED ON SITE.

DRAWING NO:

PROJECT TITLE

ISSUE /DATE:

:

REVISION TOTAL AERA :

PROJECT OWNDER : DRAWING TILE SCALE :

REVISION /DATE: PLOT DATE:

: DRAWN BY :

FILE NAME

:

CHECKED BY:

PRODUCED BY AN AUTODESK STUDENT VERSION

PROJECT TITLE

PRODUCED BY AN AUTODESK STUDENT VERSION

DRAWING NO:

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

REMARK: THIS DRAWING IS SOLE COPYRIGHT OF CITIZENS ID ,LTD THE DRAWING IS NOT TO SCALE AND SHOULD BE CHECKED ON SITE.