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.