AS BUILT - majorprojects.planningportal.nsw.gov.au

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UP UP S-1 5 0 0 A -- S-1 5 0 0 S-1 5 0 0 HOLLINSWORTH ROAD EXTENSION 3.0° 15m AWNING 3m AWNING 15m AWNING 3m AWNING E - RS2 3.0° OFFICE 2A 2A HARDSTAND RECESSED DOCK RECESSED DOCK 2B HARDSTAND 45 CAR SPACES CAR ENTRY/EXIT ESTATE ROAD PROPOSED BUILDING 3 HARDSTAND OFFICE 2B WAREHOUSE 2A WAREHOUSE 2B 2A LIGHT DUTY PAVEMENT 2B LIGHT DUTY PAVEMENT 3.0° 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.10 2.12 2.14 2.15 2.16 2.17 2.18 2.19 2.20 2.21 2.22 2.24 2.25 2.26 2.13 2.E 2.C 2.B 2.A 61 CAR SPACES E - RS2 E - RS1 LOT No: 24 DP: 262886 LOT No: 24 DP: 262886 CAR ENTRY/EXIT 6,200 3.00° E - WC3 6,200 FUTURE BUSLINK E - RS1 F1 F1 F1 F1 F1 SG SG F1 F1 SWG F1 F1 SG CD640 2 CD641 1 ME BOUNDARY 297,938m 275 O 8'40" BOUNDARY 25,114m COORDS TBC BOUNDARY 5,379m COORDS TBC BOUNDARY 62,787m COORDS TBC BOUNDARY 281,677m 275 O 8'40" BOUNDARY 99,165m COORDS TBC BOUNDARY 18000R COORDS TBC 18,772 WAREHOUSE OVERALL TO BOUNDARIES 276,950 21,352 43,452 76,590 1,002 2,000 2,000 BUILDING 1 CROSSOVER MERGED WITH NEW CONCRETE ESTATE ROAD FIRE TRUCK ZONE PR 13,350 7,558 8,637 2.11 2.D 92,960 24,713 26,610 24,787 16,850 8,075 11,200 11,200 11,200 11,200 11,200 11,200 11,200 11,200 11,200 11,200 5,880 11,300 11,300 11,300 8,360 12,054 12,000 11,946 12,000 12,000 12,400 12,000 12,000 11,855 E - RS1 E - RS1 E - RS1 E - RS1 E - RS1 BOUNDARY BOUNDARY BOUN D A R Y B OUND A RY BOUNDARY BOUNDARY B OUNDAR Y BOUNDARY BOUN D A R Y 1 CD104 1 CD103 CD602 3 CD641 2 CD640 1 16,437 276,470 2.23 CD602 1 CD602 2 CD603 4 CD603 5 CD603 6 E - RS1 FST 100KL RWT UNDER 15,037 15,035 RAMP UP LP LP COMBINED ON - SITE DETENTION/ STORMWATER TREATMENT TANK TANK BASE RL 48.96 TO CIVIL ENG. DRAWINGS SG - 1 SD SUBSTATION 8,165 8,165 8,165 C L 800 800 CD845 1 CD845 2 CD845 3 5,500 2,750 ARMCO ARMCO ARMCO ARMCO ARMCO ARMCO BUILDING 1 SITE BOUNDARY RETAINING WALL 4 300mm THICK TO CIVIL ENG. DETAILS 1,900 13,870 RETAINING WALL 5 300mm THICK TO CIVIL ENG. DETAILS 600 RW4 300 1,000 330 RW5 300 1,270 BOOM GATE BOOM GATE 850m 2 SOLAR PANELS ZONE 850m 2 SOLAR PANELS ZONE MANHOLE 33, 50 0 TURNING BAY TURNING BAY ENTRY GATE EXIT GATE EXIT GATE REMOVABLE BOLLARD REMOVABLE BOLLARD DIPLOMAT STYLE METAL FENCING 2100mm IN HEIGHT SITE PLAN ABBREVIATIONS LEGEND F1 F2 CHAIN MESH FENCING 1800mm IN HEIGHT PLUS 3 ROWS OF BARBED WIRE FST FIRE SPRINKLER TANK SIZE SUBJECT TO DETAILED DESIGN ME OPEN MECHANICAL EQUIPMENT AREA - SCREENED ENCLOSURE SIZE SUBJECT TO DETAILED DESIGN PR PUMP ROOM SIZE SUBJECT TO DETAILED DESIGN RWT RETAINING WALLS SUBJECT TO DETAILED DESIGN SG SLIDING GATES TO MATCH DRIVEWAY WIDTH SWG DOUBLE SWING GATES TO MATCH DRIVEWAY WIDTH LIGHT DUTY PAVEMENT HEAVY DUTY PAVEMENT LANDSCAPING CONCRETE PAVEMENT SITE PLAN HATCHING LEGEND CONSTRUCTION NOTE FOR BUSHFIRE BAL 12.5 , FOR ROOFS ROOF • ROOF TILE, ROOF SHEETS AND ROOF COVERING ACCESSORIES SHALL BE NON COMBUSTIBLE. • THE ROOF/WALL JUNCTION SHALL BE SEALED, TO PREVENT OPENINGS GREATER THAN 3mm, EITHER BY THE USE OF FASCIA AND EAVES LININGS OR BY SEALING BETWEEN THE TOP OF THE WALL AND THE UNDERSIDE OF THE ROOF AND BETWEEN THE RAFTERS AT THE LINE OF THE WALL. • ROOF VENTILATION OPENINGS, SUCH AS GABLE AND ROOF VENTS, SHALL BE FITTED WITH EMBER GUARDS MADE OF NON-COMBUSTIBLE MATERIAL OR A MESH OR PERFORATED SHEET WITH A MAXIMUM APERTURE OF 2mm. SHEET ROOF • SHEET ROOF SHALL BE FULLY SARKED • SARKING SHALL BE LOCATED ON TOP OF THE ROOF FRAMING, EXCEPT THAT THE ROOF BATTENS MAY BE FIXED ABOVE THE SARKING • COVER THE ENTIRE ROOF AREA INCLUDING RIDGES AND HIPS • EXTEND INTO GUTTERS AND VALLEYS • HAVE ANY GAPS GREATER THAN 3mm, SEALED AT THE FASCIA OR WALL LINE AND AT VALLEYS, HIPS AND RIDGES BY • A MESH OR PERFORATED SHEET WITH A MAXIMUM APERTURE OF 2mm MADE OF 2mm, MADE OF : MINERAL WOOL OTHER NON-COMBUSTIBLE MATERIAL A COMBINATION OF ANY OF ITEMS ABOVE. AWNING ROOF • AWNING ROOF TO HAVE A NON-COMBUSTIBLE ROOF COVERING ROOF PENETRATIONS • ROOF PENETRATIONS, INCLUDING ROOF LIGHTS, ROOF VENTILATORS, AERIALS, VENT PIPES AND SUPPORTS FOR SOLAR COLLECTORS, SHALL BE ADEQUATELY SEALED AT THE ROOF TO PREVENT GAPS GREATER THAT 3mm. THE MATERIAL USED TO SEAL THE PENETRATION SHALL BE NON- COMBUSTIBLE. • OPENINGS IN VENTED ROOF LIGHTS, ROOF VENTILATORS OR VENT PIPES SHALL BE FITTED WITH EMBER GUARD MADE FROM A MESH OR PERFORATED SHEET WITH A MAXIMUM APERTURE OF 2mm, MADE OF CORROSION-RESISTANT STEEL , BRONZE OR ALUMINUM. • ALL OVERHEAD GLAZING SHALL BE GRADE A SAFETY GLASS COMPLYING WITH AS1288. • GLAZED ELEMENTS IN ROOF LIGHTS AND SKYLIGHT MAY BE OF POLYMER PROVIDED A GRADE A SAFETY GLASS DIFFUSER COMPLYING WITH AS 1288 • FLASHING ELEMENTS OF TUBULAR SKYLIGHTS MAY BE A FIRE RETARDANT MATERIAL, PROVIDED THE ROOF INTEGRITY IS MAINTAINED BY AN UNDER FLASHING OF A MATERIAL HAVING A FLAMMABILITY INDEX NO GREATER THAN 5. CONSTRUCTION NOTE FOR BUSHFIRE BAL 12.5, FOR WALLS EXTERNAL WALLS • THE EXPOSED COMPONENTS OF AN EXTERNAL WALL THAT ARE LESS THAN 400mm FROM THE GROUND SHALL BE NON COMBUSTIBLE MATERIAL OR CLADDING THAT IS FIXED EXTERNALLY TO A STEEL FRAMED WALL. • ALL JOINTS IN THE EXTERNAL WALLS SHALL BE COVERED, SEALED, OVERLAPPED, BACKED OR BUTT-JOINTED TO PREVENT GAPS GREATER THAN 3mm. • VENTS AND WEEPHOLES IN EXTERNAL WALLS SHALL BE SCREENED WITH A MESH WITH A MAXIMUM APERTURE OF 2mm. EXCEPT WHERE THE VENTS AND WEEPHOLES HAVE AN APERTURE LESS THAN 3mm, OR ARE LOCATED IN AN EXTERNAL WALL OF A SUBFLOOR SPACE. • EXTERNAL WALLS SHALL BE NON-COMBUSTIBLE. STEEL FRAMED WALLS SHALL BE CLAD EXTERNALLY WITH STEEL SHEETING. • ALL JOINTS IN THE EXTERNAL SURFACE MATERIAL SHALL BE COVERED, SEALED, OVERLAPPED ETC, TO PREVENT GAPS GREATER THAN 3mm. • MESH OR SCREENS COMPLYING WITH THE REQUIREMENTS OF AS 3959 MUST BE INSTALLED TO ALL VENTS, PENETRATIONS, ETC WITH APERTURE 3mm OR GREATER. CONSTRUCTION NOTE FOR BUSHFIRE BAL 12.5, FOR GUTTERS GUTTERS • BOX GUTTERS SHALL BE NON-COMBUSTIBLE AND FLASHED AT THE JUNCTION WITH ROOF WITH NON-COMBUSTIBLE MATERIALS. EAVES LININGS, FASCIAS AND GABLES • EAVES PENETRATIONS SHALL BE PROTECTED THE SAME AS ROOF PENETRATIONS. • EAVES VENTILATION OPENING GREATER THAN 3mm SHALL BE FITTED WITH EMBER GUARD MADE OF NON COMBUSTIBLE MATERIAL OR A MESH OR PERFORATED SHEET WITH A MAXIMUM APERTURE OF 2mm, MADE OF CORROSION RESISTANT STEEL, BRONZE OR ALUMINIUM. • JOINTS IN EAVES LININGS, FASCIAS AND GABLES MAY BE SEALED WITH PLASTIC JOINING STRIPS OR TIMBER STORM MOULDS. SCHEDULE OF AREAS- GFA GENERAL NOTES • CAR PARKING RATE BASED ON RMS RATES AND MARKETING PROPOSAL 1/300sqm FOR WAREHOUSE (GFA) AND 1/40sqm FOR OFFICE AREA(GFA) • ACCESSIBLE PARKING RATES BASED ON PART D3.5 OF THE BCA (2016) • CARPARKING AISLE WIDTHS DESIGNED TO MEET AS 2890.1 • TRANSPORT VEHICLE ACCESS FOR MANEUVERING TRANSPORT VEHICLES INDICATIVE ONLY 1 : 500 BUILDING 2A AND 2B - SITE PLAN 1 BUILDING 2A BUILDING 2B dwg no issue dwn purpose CLIENT scale project no date PACEARCHITECTS A.B.N. 721 5926 6350 BUILDER / PROJECT MANAGER AS BUILT NOTE: THE LOCATION OF PROPERTY ALIGNMENTS IS DETERMINED FROM SURVEY INFORMATION PROVIDED BY SURVEYOR. DO NOT SCALE THIS DRAWING. VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK. COPYRIGHT © THIS DRAWING REMAINS THE PROPERTY OF PACEARCHITECTS. REPRODUCTION IN WHOLE OR PART IS FORBIDDEN. B1 e ppace@pacearchitects.com.au p 02 9425 1400 m 0404 450 317 w www.pacearchitects.com.au a Shop 2, 100 Alexander Street, Crows Nest, NSW 2065 18 As indicated 191127 - CD102 AA APRIL 2021 191127 AS BUILT BUILDING 2A AND 2B - SITE PLAN BUILDING 2 Hollinsworth Road, Marsden Park, NSW 5 20 10 GRAPHIC SCALE 1:500 0 30 40 50 EXTERNAL MATERIALS E-RS1 KLIP-LOK 700 METAL SHEETING - IN COLORBOND SURFMIST COLOUR E-RS2 COLORBOND ROOF SHEETING - ZINCALUME E-WC3 NON-COMBUSTIBLE ALUMINIUM CLADDING - TO MATCH ALPOLIC WHITE GENERAL LEGEND ARM CO DOUBLE ARMCO FST FIRE SPRINKLER TANK LP LIGHT POLE SD STRIP DRAIN SG-1 SLIDING GATE 1 TO MATCH "DIPLOMAT STYLE PRESSED METAL FENCE" BLACK POWDER COATED FINISH OR EQUAL APPROVED NOTES • STRUCTURAL ELEMENTS/SYSTEMS REFER TO STRUCTURAL ENGINEERS DETAIL • HYDRAULIC ELEMENTS/SYSTEMS REFER TO HYDRAULIC ENGINEERS DETAIL • EXTERNAL LEVELS, STORMWATER DRAINAGE AND ALL GENERAL CIVIL DETAILS, REFER TO CIVIL CONSULTANTS DETAILS • MECHANICAL ELEMENTS/SYSTEMS REFER TO MECHANICAL ENGINEERS DETAILS • ELECTRICAL ELEMENTS/SYSTEMS TO ELECTRICAL ENGINEERS DETAILS SITE AREA: 16608m 2 BUIILDING AREAS 2A WAREHOUSE: 9132.42m 2 2A OFFICE: 476.18m 2 TOTAL BUILDING AREA: 9608.6m 2 OUT BUILDINGS PUMP ROOM 46m 2 AWNINGS 3M AWNING 67m 2 15M AWNING 1012m 2 SITE AREA: 21012m 2 BUIILDING AREAS 2B WAREHOUSE: 11905.87m 2 2B OFFICE: 761.34m 2 TOTAL BUILDING AREA: 12667.21m 2 OUT BUILDINGS PUMP ROOM AWNINGS 3M AWNING 73m 2 15M AWNING 1444m 2 LANDSCAPING HEAVY DUTY PAVEMENT (HARDSTAND) 4225m 2 LIGHTDUTY PAVEMENT: 1082m 2 GRASSED AREAS: 868m 2 CONCRETE PAVEMENT: 634m 2 TOTAL LANDSCAPING AND PAVING AREA: 6838m 2 CARPARKING REQUIREMENTS WAREHOUSE (1/300sqm): 31 OFFICE (1/40sqm): 12 TOTAL: 43 (INC)ACCESSIBLE : 1/100 CAR PARKS 1 ACTUAL PROVIDED (INC ACCESSIBLE): 45 ACTUAL ACCESSIBLE PROVIDED : 2 LANDSCAPING HEAVY DUTY PAVEMENT (HARDSTAND) 4677m 2 LIGHTDUTY PAVEMENT: 1908m 2 GRASSED AREAS: 1397m 2 CONCRETE PAVEMENT: 530m 2 TOTAL LANDSCAPING AND PAVING AREA: 8512m 2 CARPARKING REQUIREMENTS WAREHOUSE (1/300sqm): 40 OFFICE (1/40sqm): 20 TOTAL: 60 (INC)ACCESSIBLE : 1/100 CAR PARKS 1 ACTUAL PROVIDED: 61 ACTUAL ACCESSIBLE PROVIDED : 1 REVISION DESCRIPTION DATE 11 2A PRELIMINARY ISSUE 23.06.20 12 2A PRELIMINARY ISSUE - 2 24.06.20 13 ISSUED FOR COORDINATION 06.07.20 14 2A GATES 21.07.20 15 ISSUED FOR COORDINATION 23.07.20 16 AS BUILT ISSUE 02.11.20 17 AS BUILT ISSUE - PARKING UPDATE 12.04.21 18 UPDATED PARKING 2A/2B 05.05.21

Transcript of AS BUILT - majorprojects.planningportal.nsw.gov.au

Page 1: AS BUILT - majorprojects.planningportal.nsw.gov.au

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BOUNDARY 5,379m

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BOUNDARY 62,787m

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E-RS1 E-RS1

E-RS1

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DIPLOMAT STYLE METAL FENCING 2100mm IN HEIGHT

SITE PLAN ABBREVIATIONS LEGEND

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F2 CHAIN MESH FENCING 1800mm IN HEIGHT PLUS 3 ROWS OF BARBED WIRE

FST FIRE SPRINKLER TANK SIZE SUBJECT TO DETAILED DESIGN

ME OPEN MECHANICAL EQUIPMENT AREA - SCREENED ENCLOSURE SIZE SUBJECT

TO DETAILED DESIGN

PR PUMP ROOM SIZE SUBJECT TO DETAILED DESIGN

RWT RETAINING WALLS SUBJECT TO DETAILED DESIGN

SG SLIDING GATES TO MATCH DRIVEWAY WIDTH

SWG DOUBLE SWING GATES TO MATCH DRIVEWAY WIDTH

LIGHT DUTY PAVEMENT

HEAVY DUTY PAVEMENT

LANDSCAPING

CONCRETE PAVEMENT

SITE PLAN HATCHING LEGEND

CONSTRUCTION NOTE FOR BUSHFIRE BAL 12.5 , FOR ROOFS

ROOF

• ROOF TILE, ROOF SHEETS AND ROOF COVERING ACCESSORIES SHALL BE NON COMBUSTIBLE.• THE ROOF/WALL JUNCTION SHALL BE SEALED, TO PREVENT OPENINGS GREATER THAN 3mm, EITHER BY THE USE OF FASCIA AND EAVES

LININGS OR BY SEALING BETWEEN THE TOP OF THE WALL AND THE UNDERSIDE OF THE ROOF AND BETWEEN THE RAFTERS AT THE LINE OF THE WALL.

• ROOF VENTILATION OPENINGS, SUCH AS GABLE AND ROOF VENTS, SHALL BE FITTED WITH EMBER GUARDS MADE OF NON-COMBUSTIBLE

MATERIAL OR A MESH OR PERFORATED SHEET WITH A MAXIMUM APERTURE OF 2mm.

SHEET ROOF

• SHEET ROOF SHALL BE FULLY SARKED • SARKING SHALL BE LOCATED ON TOP OF THE ROOF FRAMING, EXCEPT THAT THE ROOF BATTENS MAY BE FIXED ABOVE THE SARKING

• COVER THE ENTIRE ROOF AREA INCLUDING RIDGES AND HIPS• EXTEND INTO GUTTERS AND VALLEYS

• HAVE ANY GAPS GREATER THAN 3mm, SEALED AT THE FASCIA OR WALL LINE AND AT VALLEYS, HIPS AND RIDGES BY• A MESH OR PERFORATED SHEET WITH A MAXIMUM APERTURE OF 2mm MADE OF

2mm, MADE OF :MINERAL WOOL

OTHER NON-COMBUSTIBLE MATERIALA COMBINATION OF ANY OF ITEMS ABOVE.

AWNING ROOF

• AWNING ROOF TO HAVE A NON-COMBUSTIBLE ROOF COVERING

ROOF PENETRATIONS

• ROOF PENETRATIONS, INCLUDING ROOF LIGHTS, ROOF VENTILATORS, AERIALS, VENT PIPES AND SUPPORTS FOR SOLAR COLLECTORS, SHALL BE ADEQUATELY SEALED AT THE ROOF TO PREVENT GAPS GREATER THAT 3mm. THE MATERIAL USED TO SEAL THE PENETRATION SHALL BE NON-

COMBUSTIBLE.• OPENINGS IN VENTED ROOF LIGHTS, ROOF VENTILATORS OR VENT PIPES SHALL BE FITTED WITH EMBER GUARD MADE FROM A MESH OR

PERFORATED SHEET WITH A MAXIMUM APERTURE OF 2mm, MADE OF CORROSION-RESISTANT STEEL , BRONZE OR ALUMINUM.• ALL OVERHEAD GLAZING SHALL BE GRADE A SAFETY GLASS COMPLYING WITH AS1288.• GLAZED ELEMENTS IN ROOF LIGHTS AND SKYLIGHT MAY BE OF POLYMER PROVIDED A GRADE A SAFETY GLASS DIFFUSER COMPLYING WITH

AS 1288• FLASHING ELEMENTS OF TUBULAR SKYLIGHTS MAY BE A FIRE RETARDANT MATERIAL, PROVIDED THE ROOF INTEGRITY IS MAINTAINED BY AN

UNDER FLASHING OF A MATERIAL HAVING A FLAMMABILITY INDEX NO GREATER THAN 5.

CONSTRUCTION NOTE FOR BUSHFIRE BAL 12.5, FOR WALLS

EXTERNAL WALLS

• THE EXPOSED COMPONENTS OF AN EXTERNAL WALL THAT ARE LESS THAN 400mm FROM THE GROUND SHALL BE NON COMBUSTIBLE MATERIAL OR CLADDING THAT IS FIXED EXTERNALLY TO A STEEL FRAMED WALL.

• ALL JOINTS IN THE EXTERNAL WALLS SHALL BE COVERED, SEALED, OVERLAPPED, BACKED OR BUTT-JOINTED TO PREVENT GAPS GREATER THAN 3mm.

• VENTS AND WEEPHOLES IN EXTERNAL WALLS SHALL BE SCREENED WITH A MESH WITH A MAXIMUM APERTURE OF 2mm. EXCEPT WHERE

THE VENTS AND WEEPHOLES HAVE AN APERTURE LESS THAN 3mm, OR ARE LOCATED IN AN EXTERNAL WALL OF A SUBFLOOR SPACE.• EXTERNAL WALLS SHALL BE NON-COMBUSTIBLE. STEEL FRAMED WALLS SHALL BE CLAD EXTERNALLY WITH STEEL SHEETING.• ALL JOINTS IN THE EXTERNAL SURFACE MATERIAL SHALL BE COVERED, SEALED, OVERLAPPED ETC, TO PREVENT GAPS GREATER THAN

3mm.• MESH OR SCREENS COMPLYING WITH THE REQUIREMENTS OF AS 3959 MUST BE INSTALLED TO ALL VENTS, PENETRATIONS, ETC WITH

APERTURE 3mm OR GREATER.

CONSTRUCTION NOTE FOR BUSHFIRE BAL 12.5, FOR GUTTERS

GUTTERS

• BOX GUTTERS SHALL BE NON-COMBUSTIBLE AND FLASHED AT THE JUNCTION WITH ROOF

WITH NON-COMBUSTIBLE MATERIALS.

EAVES LININGS, FASCIAS AND GABLES

• EAVES PENETRATIONS SHALL BE PROTECTED THE SAME AS ROOF PENETRATIONS.

• EAVES VENTILATION OPENING GREATER THAN 3mm SHALL BE FITTED WITH EMBER GUARD MADE OF NON COMBUSTIBLE MATERIAL OR A MESH OR PERFORATED SHEET WITH A MAXIMUM APERTURE OF 2mm, MADE OF CORROSION RESISTANT STEEL, BRONZE OR ALUMINIUM.

• JOINTS IN EAVES LININGS, FASCIAS AND GABLES MAY BE SEALED WITH PLASTIC JOINING STRIPS OR TIMBER STORM MOULDS.

SCHEDULE OF AREAS- GFA

GENERAL NOTES

• CAR PARKING RATE BASED ON RMS RATES AND MARKETING PROPOSAL 1/300sqm FOR WAREHOUSE (GFA) AND 1/40sqm FOR OFFICE AREA(GFA)• ACCESSIBLE PARKING RATES BASED ON PART D3.5 OF THE BCA (2016)• CARPARKING AISLE WIDTHS DESIGNED TO MEET AS 2890.1

• TRANSPORT VEHICLE ACCESS FOR MANEUVERING TRANSPORT VEHICLES INDICATIVE ONLY

1 : 500

BUILDING 2A AND 2B - SITE PLAN1

BUILDING 2A BUILDING 2B

dwg no issuedwn

purpose

CLIENT scale

project no

date

PACEARCHITECTS A.B.N. 721 5926 6350 BUILDER / PROJECT MANAGER

AS BUILT

NOTE: THE LOCATION OF PROPERTY ALIGNMENTS IS

DETERMINED FROM SURVEY INFORMATION PROVIDED BY

SURVEYOR.

DO NOT SCALE THIS DRAWING. VERIFY ALL DIMENSIONS ON SITE

BEFORE COMMENCING ANY WORK. COPYRIGHT © THIS DRAWING

REMAINS THE PROPERTY OF PACEARCHITECTS. REPRODUCTION

IN WHOLE OR PART IS FORBIDDEN.

B1e [email protected]

p 02 9425 1400

m 0404 450 317

w www.pacearchitects.com.au

a Shop 2, 100 Alexander Street, Crows

Nest, NSW 2065

18

As indicated

191127 - CD102AA

APRIL 2021

191127

AS BUILT

BUILDING 2A AND 2B - SITE

PLAN

BUILDING 2Hollinsworth Road, MarsdenPark, NSW

5 2010

GRAPHIC SCALE 1:500

0 30 40 50

EXTERNAL MATERIALS

E-RS1 KLIP-LOK 700 METAL SHEETING - IN COLORBOND SURFMIST COLOUR

E-RS2 COLORBOND ROOF SHEETING - ZINCALUME

E-WC3 NON-COMBUSTIBLE ALUMINIUM CLADDING - TO MATCH ALPOLICWHITE

GENERAL LEGEND

ARMCO

DOUBLE ARMCO

FST FIRE SPRINKLER TANK

LP LIGHT POLE

SD STRIP DRAIN

SG-1 SLIDING GATE 1 TO MATCH "DIPLOMAT STYLE PRESSED METAL FENCE" BLACKPOWDER COATED FINISH OR EQUAL APPROVED

NOTES

• STRUCTURAL ELEMENTS/SYSTEMS REFER TO STRUCTURAL ENGINEERS DETAIL• HYDRAULIC ELEMENTS/SYSTEMS REFER TO HYDRAULIC ENGINEERS DETAIL

• EXTERNAL LEVELS, STORMWATER DRAINAGE AND ALL GENERAL CIVIL DETAILS, REFER TO CIVIL CONSULTANTS DETAILS• MECHANICAL ELEMENTS/SYSTEMS REFER TO MECHANICAL ENGINEERS DETAILS• ELECTRICAL ELEMENTS/SYSTEMS TO ELECTRICAL ENGINEERS DETAILS

SITE AREA: 16608m2

BUIILDING AREAS

2A WAREHOUSE: 9132.42m2

2A OFFICE: 476.18m2

TOTAL BUILDING AREA: 9608.6m2

OUT BUILDINGS

PUMP ROOM 46m2

AWNINGS

3M AWNING 67m2

15M AWNING 1012m2

SITE AREA: 21012m2

BUIILDING AREAS

2B WAREHOUSE: 11905.87m2

2B OFFICE: 761.34m2

TOTAL BUILDING AREA: 12667.21m2

OUT BUILDINGS

PUMP ROOM

AWNINGS

3M AWNING 73m2

15M AWNING 1444m2

LANDSCAPING

HEAVY DUTY PAVEMENT (HARDSTAND) 4225m2

LIGHTDUTY PAVEMENT: 1082m2

GRASSED AREAS: 868m2

CONCRETE PAVEMENT: 634m2

TOTAL LANDSCAPING AND PAVING AREA: 6838m2

CARPARKING REQUIREMENTS

WAREHOUSE (1/300sqm): 31OFFICE (1/40sqm): 12TOTAL: 43(INC)ACCESSIBLE : 1/100 CAR PARKS 1

ACTUAL PROVIDED (INC ACCESSIBLE): 45 ACTUAL ACCESSIBLE PROVIDED : 2

LANDSCAPING

HEAVY DUTY PAVEMENT (HARDSTAND) 4677m2

LIGHTDUTY PAVEMENT: 1908m2

GRASSED AREAS: 1397m2

CONCRETE PAVEMENT: 530m2

TOTAL LANDSCAPING AND PAVING AREA: 8512m2

CARPARKING REQUIREMENTS

WAREHOUSE (1/300sqm): 40

OFFICE (1/40sqm): 20TOTAL: 60(INC)ACCESSIBLE : 1/100 CAR PARKS 1

ACTUAL PROVIDED: 61

ACTUAL ACCESSIBLE PROVIDED : 1

REVISION DESCRIPTION DATE

11 2A PRELIMINARY ISSUE 23.06.20

12 2A PRELIMINARY ISSUE - 2 24.06.20

13 ISSUED FOR COORDINATION 06.07.20

14 2A GATES 21.07.20

15 ISSUED FOR COORDINATION 23.07.20

16 AS BUILT ISSUE 02.11.20

17 AS BUILT ISSUE - PARKING UPDATE 12.04.21

18 UPDATED PARKING 2A/2B 05.05.21

Page 2: AS BUILT - majorprojects.planningportal.nsw.gov.au

S-1

500

2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.10 2.12

2.E

2.C

2.B

2.A

CD641

1

2.11

2.D

CD602 3

1

CD325

CD640

1

/R

EF

ER

DR

GF

OR

CO

NT

INU

AT

ION

1C

D1

04

120,075

120,075

24

,71

326

,61

024

,78

716

,85

0

8,075 11,200 11,200 11,200 11,200 11,200 11,200 11,200 11,200 11,200 11,200

92

,96

0

FST

WAREHOUSE 2A

AREA(GFA): 9132.4m2

WA

REH

OU

SE P

AR

TITI

ON

WA

LL

OFFICE 2A2 STOREY

RECESSED DOCK 15m AWNING

3m AWNING

BOUNDARY

BOUNDARY

BO

UN

DA

RY

BOUNDARY

FIRE TRUCK ZONE PUMP ROOM

2A HARDSTAND

45 CAR SPACES

2A

LIG

HT

DU

TY P

AV

EM

EN

T

SWG

RAMP UP

2A

HA

RD

STA

ND

39

,18

5

39

,33

4

1,0

92

SH

AR

ED

AC

CESS D

RIV

EW

AY

RW

RW

RW

RW

RL 53,300

RL 53,500

RL 51,100

RL 51,700

CD602

1

CD603

5

CD655

1

RL 54,600

S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL

S.COL

S.COL

S.COL

S.COL

S.COL

S.COL

S.COL

S.COL

S.COL

S.COL

S.COL

S.COL

S.COL

S.COL

S.COL

S.COL

S.COL

S.COL

S.COL

S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL

S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL

S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL

RL 54,600

2800W x 3500HRSD2

2800W x 3500HRSD2

6000W x 5500HRSD 1

6000W x 5500HRSD 1

6000W x 5500HRSD 1

6000W x 5500HRSD 1

6000W x 5500HRSD 1

6000W x 5500HRSD 1

2800W x 3500HRSD2

FH FH

15

,03

5

COMBINED ON-SITE DETENTION/STORMWATER TREATMENT TANK

TANK BASE RL 48.96 TO CIVIL ENG. DRAWINGS

100KL

RWT

UNDER

DP DP OF OF

DPADP

DPADP

OF

DP

ADP OF

DP

ADP OF

DPADP

OF

DPADP

OF

DPADP

OF

DP

ADP OF

DP

ADP OF

SD

SD

SD

SD

ø 9,000

BATTER TO CIVIL ENG. DETAIL

RSD-1RSD-1RSD-1RSD-1RSD-1RSD-1RSD-2RSD-2RSD-2RSD-2

FIRE BRIGADE BOOSTER TO HYDRAULIC ENG.

CD845

1

3,837 44,800 3,962

27

216

,40

0

ARMCO ARMCO ARMCO

ARMCO

ARMCO

BU

ILD

ING

1 S

ITE B

OU

ND

AR

Y

RW

RETAINING WALL 4300mm THICK TO

CIVIL ENG. DETAILS

BUILDING 3 SUBSTATION

REBATE TO CIVIL ENG. DETAIL

600

RW4

3001,000

330

RW5300

1,270

1,900 13,870

RETAINING WALL 5300mm THICK TO

CIVIL ENG. DETAILS

WASTE COMPACTOR SIZE AND LOCATION TBC

2m WIDE PYLON SIGN

C L

3,0

00

CL1,000

2,000 5,770

FT-2

FT-2

FT-2

MANUAL SLIDING GATE

TURNING BAY

ENTRY GATE

B1 B1 B1

BO

LLA

RD

BOLLARD

38 OVERFLOW CAR SPACES

CONSTRUCTION NOTE FOR BOLLARD AND DOWNPIPE PROTECTION

BOLLARD:

• WHERE PROTECTING A ROLLER DOOR, 219MM BREAKAWAY BOLLARD

• ELSEWHERE, 165MM SURFACE MOUNTED BOLLARD

DOWNPIPE PROTECTION

• 1200MM HIGH GALVANISED MILD STEEL PROTECTION TO EVERY DOWNPIPE LOCATED IN TRAFFICABLE AREAS.

dwg no issuedwn

purpose

CLIENT scale

project no

date

PACEARCHITECTS A.B.N. 721 5926 6350 BUILDER / PROJECT MANAGER

AS BUILT

NOTE: THE LOCATION OF PROPERTY ALIGNMENTS IS

DETERMINED FROM SURVEY INFORMATION PROVIDED BY

SURVEYOR.

DO NOT SCALE THIS DRAWING. VERIFY ALL DIMENSIONS ON SITE

BEFORE COMMENCING ANY WORK. COPYRIGHT © THIS DRAWING

REMAINS THE PROPERTY OF PACEARCHITECTS. REPRODUCTION

IN WHOLE OR PART IS FORBIDDEN.

B1e [email protected]

p 02 9425 1400

m 0404 450 317

w www.pacearchitects.com.au

a Shop 2, 100 Alexander Street, Crows

Nest, NSW 2065

16

As indicated

191127 - CD103AA

APRIL 2021

191127

AS BUILT

SITE SET OUT - SHT 1

BUILDING 2Hollinsworth Road, MarsdenPark, NSW

GRAPHIC SCALE 1:250

0 5 2010 25

1 : 250 CD102

WAREHOUSE 2A - SITE PLAN1

GENERAL LEGEND

ADP AWNING DOWN PIPE

ARMCO DOUBLE ARMCO

B1 BOLLARD 165MM SURFACE MOUNTED TYPE 1

DP DOWN PIPE, POWDERCOATED FINISH COLOUR TBC- REFER TO HYDENG'S DETAIL

FH FIRE HYDRANT

FST FIRE SPRINKLER TANK

FT-2 BLACK CHAINWIRE MESH FENCING WITH AN OVERALL HEIGHT OF2100MM, INCLUDING THREE ROWS OF BARBED WIRE.

OF OVER FLOW PIPE

RSD-1 ROLLER SHUTTER DOOR TYPE 1 - 6000mm x 5500mm

RSD-2 ROLLER SHUTTER DOOR TYPE 2 - 2800mm x 3500mm

RW RETAINING WALL

S.COL STEEL COLUMN TO STRUCT. ENGS. DET

SD STRIP DRAIN

NOTES

• STRUCTURAL ELEMENTS/SYSTEMS REFER TO STRUCTURAL ENGINEERS DETAIL

• HYDRAULIC ELEMENTS/SYSTEMS REFER TO HYDRAULIC ENGINEERS DETAIL • EXTERNAL LEVELS, STORMWATER DRAINAGE AND ALL GENERAL CIVIL DETAILS, REFER TO CIVIL CONSULTANTS DETAILS• MECHANICAL ELEMENTS/SYSTEMS REFER TO MECHANICAL ENGINEERS DETAILS

• ELECTRICAL ELEMENTS/SYSTEMS TO ELECTRICAL ENGINEERS DETAILS

REVISION DESCRIPTION DATE

9 ISSUED FOR COORDINATION 16.06.20

10 2A PRELIMINARY ISSUE 23.06.20

11 2A PRELIMINARY ISSUE - 2 24.06.20

12 2A GATES 21.07.20

13 ISSUED FOR COORDINATION 23.07.20

14 AS BUILT ISSUE 02.11.20

15 AS BUILT ISSUE - PARKING UPDATE 12.04.21

16 UPDATED PARKING 2A/2B 05.05.21

Page 3: AS BUILT - majorprojects.planningportal.nsw.gov.au

UP

Conveyor Hopper

1.1m Bin Lifter

S-1

500

2.12 2.14 2.15 2.16 2.17 2.18 2.19 2.20 2.21 2.22 2.24 2.25 2.262.13

2.E

2.C

2.B

2.A

CD640

2

2.D

CD641

2

/R

EF

ER

DR

GF

OR

CO

NT

INU

AT

ION

1C

D1

03

5,880 11,300 11,300 11,300 8,360 12,054 12,000 11,946 12,000 12,000 12,400 12,000 12,000 11,855

24

,71

326

,61

024

,78

716

,85

0

156,395

92

,96

0

OFFICE 2B

1/2 STOREY

WA

REH

OU

SE P

AR

TITI

ON

WA

LL

RECESSED DOCK

WAREHOUSE 2BAREA (GFA): 11905.8m2

3m AWNING

BOUNDARY

BOUN

DARY

BO

UN

DA

RY

BOUNDARY

BO

UN

DA

RY

15m AWNING

2B HARDSTAND

2B

LIG

HT

DU

TY P

AV

EM

EN

T

20 CAR SPACES

RL 53,300

RL 53,600

RL 54,100

41 C

AR

SP

AC

ES

2.23

CD602

2

CD6036

ME

RL 54,600

2B

HA

RD

STA

ND

39

,03

5

2800W x 3500HRSD2

2800W x 3500HRSD2

2800W x 3500HRSD2

6000W x 5500H RSD 1

6000W x 5500H RSD 1

6000W x 5500H RSD 1

6000W x 5500H RSD 1

6000W x 5500H RSD 1

6000W x 5500H RSD 1

6000W x 5500H RSD 1

6000W x 5500H RSD 1

S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL

S.COLS.COLS.COLS.COLS.COLS.COLS.COLS.COLS.COLS.COLS.COLS.COL

S.COL

S.COL

S.COL

S.COL

S.COL

S.COLS.COLS.COLS.COLS.COLS.COLS.COLS.COL

S.COLS.COL

S.COLS.COLS.COLS.COLS.COL

S.COL

S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL

S.COL

S.COLS.COL

S.COL

DPDP DP

FHFHFH

BV

BV

AV

S.COL

STAIR 4

STAIR 3

S.COL

S.COL

S.COL

S.COL

S.COL

S.COL

LPLP

CL LP

1,500

SD

DP

ADP OF

DP

ADP OFDP

ADP OF

DP

ADP OF

DP

ADP OF

DP

ADP OF

DP

ADP OF

DP

ADP OF

DP

ADP OF

DP

ADP OF

15

,03

7

SD

SG-1

SD

SG-1

FH

FH

DPADP

OF

DP

ADP OF

DF

RL 53,500

RL 54,300

CAR ENTRY/EXITBATTER TO CIVIL ENG. DETAIL

BATTER TO CIVIL ENG. DETAIL

SUBSTATION

RSD-1 RSD-1 RSD-1 RSD-1 RSD-1 RSD-1 RSD-1 RSD-1RSD-2RSD-2RSD-2 RSD-2

CD845

2

CD8453

S.COLS.COL S.COL

S.COLS.COLS.COL

S.COL S.COL S.COL

S.COLS.COLS.COL

S.COL S.COL S.COL

SMP-2

915 3,170 1,415

SUBSTATION

11,9427

00

1,3

50

70

0SU

BSTA

TIO

N

2,7

50

FIRE RESTRICTION ZONE

EASEMENT

WASTE AREA

ARMCO ARMCO

ARMCO

ARMCO

ARMCO

LIFT BY OTHERS

LIFT BY OTHERS

3000W x 6000HRSD3

MANHOLE

6,2

00

6,200

6,512

16

,70

07,5

00

7,7

87

7,0

10

4m WIDE PYLON SIGN

CL1,000

4,000

FT-2

FT

-2

FT-2

FT-2

19 OVERFLOW CAR SPACES

9,966

17,459 5,400 1,150

TURNING BAY

MAIN SWITCH BOARD

CANTILEVERED GATE

CANTILEVERED GATE

REM

OV

AB

LE B

OLL

AR

D

EXIT GATE EXIT GATE

CONSTRUCTION NOTE FOR BOLLARD AND DOWNPIPE PROTECTION

BOLLARD:

• WHERE PROTECTING A ROLLER DOOR, 219MM BREAKAWAY BOLLARD

• ELSEWHERE, 165MM SURFACE MOUNTED BOLLARD

DOWNPIPE PROTECTION

• 1200MM HIGH GALVANISED MILD STEEL PROTECTION TO EVERY DOWNPIPE LOCATED IN TRAFFICABLE AREAS.

dwg no issuedwn

purpose

CLIENT scale

project no

date

PACEARCHITECTS A.B.N. 721 5926 6350 BUILDER / PROJECT MANAGER

AS BUILT

NOTE: THE LOCATION OF PROPERTY ALIGNMENTS IS

DETERMINED FROM SURVEY INFORMATION PROVIDED BY

SURVEYOR.

DO NOT SCALE THIS DRAWING. VERIFY ALL DIMENSIONS ON SITE

BEFORE COMMENCING ANY WORK. COPYRIGHT © THIS DRAWING

REMAINS THE PROPERTY OF PACEARCHITECTS. REPRODUCTION

IN WHOLE OR PART IS FORBIDDEN.

B1e [email protected]

p 02 9425 1400

m 0404 450 317

w www.pacearchitects.com.au

a Shop 2, 100 Alexander Street, Crows

Nest, NSW 2065

17

As indicated

191127 - CD104AA

APRIL 2021

191127

AS BUILT

SITE SET OUT - SHT 2

BUILDING 2Hollinsworth Road, MarsdenPark, NSW

GRAPHIC SCALE 1:250

0 5 2010 25

1 : 250

WAREHOUSE 2B - SITE PLAN1

GENERAL LEGEND

ADP AWNING DOWN PIPE

ARMCO

DOUBLE ARMCO

AV ALARM VALVE

BV BUILDING VALVE

DF DRINKING FOUNTAIN

DP DOWN PIPE, POWDERCOATED FINISH COLOUR TBC- REFER TO HYDENG'S DETAIL

FH FIRE HYDRANT

FT-2 BLACK CHAINWIRE MESH FENCING WITH AN OVERALL HEIGHT OF2100MM, INCLUDING THREE ROWS OF BARBED WIRE.

LP LIGHT POLE

OF OVER FLOW PIPE

RSD-1 ROLLER SHUTTER DOOR TYPE 1 - 6000mm x 5500mm

RSD-2 ROLLER SHUTTER DOOR TYPE 2 - 2800mm x 3500mm

S.COL STEEL COLUMN TO STRUCT. ENGS. DET

SD STRIP DRAIN

SG-1 SLIDING GATE 1 TO MATCH "DIPLOMAT STYLE PRESSED METAL FENCE"BLACK POWDER COATED FINISH OR EQUAL APPROVED

SMP-2 SUMP - 200x200 DRAIN POINT

NOTES

• STRUCTURAL ELEMENTS/SYSTEMS REFER TO STRUCTURAL ENGINEERS DETAIL

• HYDRAULIC ELEMENTS/SYSTEMS REFER TO HYDRAULIC ENGINEERS DETAIL • EXTERNAL LEVELS, STORMWATER DRAINAGE AND ALL GENERAL CIVIL DETAILS, REFER TO CIVIL CONSULTANTS DETAILS• MECHANICAL ELEMENTS/SYSTEMS REFER TO MECHANICAL ENGINEERS

DETAILS• ELECTRICAL ELEMENTS/SYSTEMS TO ELECTRICAL ENGINEERS DETAILS

REVISION DESCRIPTION DATE

10 2A PRELIMINARY ISSUE - 2 24.06.20

11 ISSUED FOR COORDINATION 06.07.20

12 ISSUED FOR COORDINATION 23.07.20

13 ISSUED FOR REVIEW 22.09.20

14 2B CAR SPACES ADDED 23.09.20

15 AS BUILT ISSUE 02.11.20

16 AS BUILT ISSUE - PARKING UPDATE 12.04.21

17 UPDATED PARKING 2A/2B 05.05.21

Page 4: AS BUILT - majorprojects.planningportal.nsw.gov.au

S-1

50

0S

-150

0S

-150

0S

-150

0

GOODS

LIFT

GOODS

LIF

T

GOODS

LIFT

2 1

3

GOODS

LIF

T

4

OUT F

EED

Spiralveyor

MCCPower Mains

Conduit

Unloading Conveyor

Gra

vit

y W

heel Exte

ndable

:

24

00-Collapsed, 4300-Exte

nded

800

DC Powered

Grav. Wheel

Gentle Slop Down

2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.10 2.12

2.E

2.C

2.B

2.A

2.11

2.D

/R

EF

ER

DR

GF

OR

CO

NT

INU

AT

ION

1C

D2

03

8,075 11,200 11,200 11,200 11,200 11,200 11,200 11,200 11,200 11,200 11,200

24

,71

3

GR

IDS

26

,61

024

,78

716

,85

0

RECESSED DOCK

15m AWNING

3m AWNING

2A OFFICE LEVEL 1

WAREHOUSE 2A

15

076

,11

01

50

WAREHOUSE 2AAREA(GFA): 9132.4m2

WA

REH

OU

SE 2

A O

/A

76

,59

0

2,2

73

2,2

73

150

RL 54,600

6000W x 5500HRSD1

6000W x 5500HRSD 1

6000W x 5500HRSD 1

6000W x 5500HRSD 1

6000W x 5500HRSD 1

6000W x 5500HRSD 1

RW

RW

S.COLS.COL

RL 53,300

DP DP DP

DPFHR

FHR

FH FH

FH

FHR

FH

FHRFHR

FHR

4

CD753

1

CD753

S.COLS.COLS.COL

S.COLS.COLS.COL

S.COLS.COLS.COL

S.COLS.COLS.COL

S.COL

S.COL

S.COL

S.COL

S.COL

S.COL

S.COL

S.COLS.COL

S.COL

S.COL

RL 54,600

RW

S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL

S.COL

S.COL

S.COL

S.COL

S.COL

S.COL

S.COL

S.COL

S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL

S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL

RL 54,550

C LC L

C LC L

C LC L

C LC L

14

79,3

63

9,5

15

5,6

88

3,8

27

9,5

15

CO

LUM

NS

9,5

15

3,7

53

5,7

62

9,5

15

9,3

34

17

6

C LC L

C LC L

C LC L

C LC L

C L

20

38,2

53

8,4

57

7,8

00

9,1

13

CO

LUM

NS

8,4

57

9,0

40

7,8

73

16

,60

93

04

SD

2800W x 3500HRSD2

2800W x 3500HRSD2

2800W x 3500HRSD2

2800W x 3500HRSD2

RSD01 RSD08 RSD09RSD05RSD04RSD02 RSD03 RSD06 RSD07 RSD10

D69D70D71

D72

MSSB

D12 D13

D15 D16 D17

D14D11

D19

D18

D20

DPP

DPP

DPP DPP DPP DPP DPP

DPP

OFDP

ADP

ADP

DPOFOF DP

ADP

OF DP

ADP

OF DP

ADP

OF DP

ADP

OFDP

ADP

OF DP

ADP

DPP

OFDP

ADP

FHR

B1 B1B1 B1

B1B1

B1 B1

B1

B1

B1 B1B1 B1

B1 B1 B1

B2 B2 B2B2 B2B2 B2B2

B2 B2

B2B2

B2 B2

B2B2

B2 B2

B2B2

B2 B2

B2B2

B2 B2

B2B2

B2

B2

B2B2

2A-STAIR 1

ARMCO

ARMCO ARMCO ARMCO

?

FT-1

FT-1

FT-1

FT-2 FT-2 FT-2 STAIR 5

FHR

FHR FHR FHR

300

0W

x 6

000

HR

SD

3

DOCK LEVELER'S TO SUIT 2B

FIRST AID

DF

WASTE COMPACTOR SIZE AND LOCATION TBC

3x SYPHONIC

HIGH QUALITY BURNISHED FINISH

UNISEX TOILET

D96

D97

D105

RSD30

SG-3

BG-1

12

,00

012

,60

8

6 BAYS & 6 OUTLETS(EPOXY FLOOR)

TURNING BAY

REM

OV

AB

LE B

OLL

AR

D

CONSTRUCTION NOTE FOR BUSHFIRE BAL 12.5, FOR WALLS

EXTERNAL WALLS

• THE EXPOSED COMPONENTS OF AN EXTERNAL WALL THAT ARE LESS THAN 400mm FROM THE GROUND SHALL BE NON COMBUSTIBLE MATERIAL OR CLADDING THAT IS FIXED EXTERNALLY TO A STEEL FRAMED WALL.

• ALL JOINTS IN THE EXTERNAL WALLS SHALL BE COVERED, SEALED, OVERLAPPED, BACKED OR BUTT-JOINTED TO PREVENT GAPS GREATER THAN 3mm.

• VENTS AND WEEPHOLES IN EXTERNAL WALLS SHALL BE SCREENED WITH A MESH WITH A MAXIMUM APERTURE OF 2mm. EXCEPT WHERE

THE VENTS AND WEEPHOLES HAVE AN APERTURE LESS THAN 3mm, OR ARE LOCATED IN AN EXTERNAL WALL OF A SUBFLOOR SPACE.• EXTERNAL WALLS SHALL BE NON-COMBUSTIBLE. STEEL FRAMED WALLS SHALL BE CLAD EXTERNALLY WITH STEEL SHEETING.• ALL JOINTS IN THE EXTERNAL SURFACE MATERIAL SHALL BE COVERED, SEALED, OVERLAPPED ETC, TO PREVENT GAPS GREATER THAN

3mm.• MESH OR SCREENS COMPLYING WITH THE REQUIREMENTS OF AS 3959 MUST BE INSTALLED TO ALL VENTS, PENETRATIONS, ETC WITH

APERTURE 3mm OR GREATER.

CONSTRUCTION NOTE FOR BUSHFIRE BAL 12.5, FOR DOORS

DOORS-SIDE HUNG EXTERNAL DOOR AND SLIDING DOORS

DOORS SHALL BE:

DOORS-VEHICLE ACCESS DOORS

• VEHICLE ACCESS DOORS SHALL BE NON-COMBUSTIBLE (METAL)• PANEL LIFT, TILT DOORS OR SIDE-HUNG DOORS SHALL BE FITTED WITH SUITABLE WEATHER STRIPS, DRAUGHT EXCLUDERS, DRAUGHT SEAL OR

GUIDE TRACKS, AS APPROPRIATE TO THE DOOR TYPE, WITH A MAXIMUM GAP NO GREATER THAN 3mm.• ROLLER DOORS SHALL HAVE GUIDE TRACKS WITH A MAXIMUM GAP NO GREATER THAN 3mm AND SHALL BE FITTED WITH A NYLON BRUSH

THAT IS IN CONTACT WITH THE DOOR

• NO VENTILATION SLOTS TO DOORS EXCEPT FOR PUMP ROOM DOOR, WHERE A 2mm MESH IS TO BE FITTED BEHIND SLOTS/ LOUVRES.

• A SOLID TIMBER LAMINATED OR RECONSTITUTED TIMBER DOOR, HAVING A MINIMUM THICKNESS OF 35mm ABOVE THE THRESHOLD• WHERE ANY PART OF THE DOOR FRAME IS LESS THAN 400mm FROM THE GROUND THAT PART OF THE DOOR FRAME SHALL BE MADE FROM

METAL• DOORS INCORPORATING GLAZING SHALL COMPLY WITH THE GLAZING REQUIREMENTS FOR WINDOWS (INCLUDING GLASS SLIDING

DOORS)• DOORS SHALL BE TIGHT FITTING TO THE DOOR FRAME OR ABUTTING DOOR

• ALL GAPS TO BE 3mm OR LESS, AND/OR DRAUGHT EXCLUDER TO BE FITTED AT SILL.

CONSTRUCTION NOTE FOR BUSHFIRE BAL 12.5, FOR WINDOWS

WINDOWS

• FOR WINDOW ASSEMBLIES LESS THAN 400mm FROM THE GROUND, WINDOW FRAMES AND WINDOW JOINERY SHALL BE MADE FROM

METAL.• EXTERNALLY FITTED HARDWARE SHALL BE METAL.• WHERE GLAZING IS LESS THAN 400mm FROM THE GROUND GLAZING SHALL BE GRADE A SAFETY GLASS MINIMUM 4mm THICKNESS.

• NO WINDOWS WILL BE OPENABLE.

CONSTRUCTION NOTE FOR BOLLARD AND DOWNPIPE PROTECTION

BOLLARD:

• WHERE PROTECTING A ROLLER DOOR, 219MM BREAKAWAY BOLLARD

• ELSEWHERE, 165MM SURFACE MOUNTED BOLLARD

DOWNPIPE PROTECTION

• 1200MM HIGH GALVANISED MILD STEEL PROTECTION TO EVERY DOWNPIPE LOCATED IN TRAFFICABLE AREAS.

dwg no issuedwn

purpose

CLIENT scale

project no

date

PACEARCHITECTS A.B.N. 721 5926 6350 BUILDER / PROJECT MANAGER

AS BUILT

NOTE: THE LOCATION OF PROPERTY ALIGNMENTS IS

DETERMINED FROM SURVEY INFORMATION PROVIDED BY

SURVEYOR.

DO NOT SCALE THIS DRAWING. VERIFY ALL DIMENSIONS ON SITE

BEFORE COMMENCING ANY WORK. COPYRIGHT © THIS DRAWING

REMAINS THE PROPERTY OF PACEARCHITECTS. REPRODUCTION

IN WHOLE OR PART IS FORBIDDEN.

B1e [email protected]

p 02 9425 1400

m 0404 450 317

w www.pacearchitects.com.au

a Shop 2, 100 Alexander Street, Crows

Nest, NSW 2065

25

As indicated

191127 - CD202AA

APRIL 2021

191127

AS BUILT

WAREHOUSE 2A - PLAN

BUILDING 2Hollinsworth Road, MarsdenPark, NSW

40 128 16

GRAPHIC SCALE: 1:200

20

1 : 200

WAREHOUSE 2A PLAN1

GENERAL LEGEND

ADP AWNING DOWN PIPE

ARMCO

DOUBLE ARMCO

B1 BOLLARD 165MM SURFACE MOUNTED TYPE 1

B2 BOLLARD 219MM BREAKAWAY TYPE 2

BG-1 BOOMGATE TO MATCH DRIVEWAY WIDTHS

DF DRINKING FOUNTAIN

DP DOWN PIPE, POWDERCOATED FINISH COLOUR TBC- REFER TO HYD ENG'S DETAIL

DPP 1200MM HIGH GALVANISED MILD STEEL DOWN PIPE PROTECTOR REFER TO HYD ENG'SDETAIL

FH FIRE HYDRANT

FHR FIRE HOSE REEL

FT-1 BLACK POWDER COATED "PALISADE STYLE PRESSED METAL FENCE WITH SPEAR TOP @2100mm

FT-2 BLACK CHAINWIRE MESH FENCING WITH AN OVERALL HEIGHT OF 2100MM, INCLUDINGTHREE ROWS OF BARBED WIRE.

OF OVER FLOW PIPE

RW RETAINING WALL

S.COL STEEL COLUMN TO STRUCT. ENGS. DET

SD STRIP DRAIN

SG-3 SWING GATE TO MATCH "DIPLOMAT STYLE PRESSED METAL FENCE

REVISION DESCRIPTION DATE

18 ISSUED FOR COORDINATION 23.07.20

19 ISSUED FOR COORDINATION 31.07.20

20 AS BUILT ISSUE 02.11.20

21 AS BUILT ISSUE - PARKING UPDATE 12.04.21

22 2A RACKING ADDED 22.04.21

23 2A RACKING UPDATED 27.04.21

24 2A RACKING & WORKSTATION 29.04.21

25 UPDATED PARKING 2A/2B 05.05.21

Page 5: AS BUILT - majorprojects.planningportal.nsw.gov.au

UP

UP

Con ve yo r Ho pp er

1 .1m Bin L if te r

S-1

50

0

Con ve yo r Ho pp er

1 .1m Bin L if te r

S-1

50

0

Con ve yo r Ho pp er

1 .1m Bin L if te r

S-1

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0

Baler

OutboundSupervisors'

DeskPacking Stations

Sorting Stations

InboundSupervisor's

Desk

QA/VASWorkstations

Inbound Sorting Trolley

Outbound Powered Conveyor - 24m

Returns Sorting Trolley

ReturnsWorkstations

Pedestrian Walkway - 1m Pedestrian Walkway - 1m

PedestrianWalkway -

1m

Future Expansion

2

OutboundStaging

Inbound Area

InboundStaging

OutboundArea

Trolley &Tote

StagingArea

Returns Area

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1000

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1000

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7100

106810 ±100

560

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1005

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GOODS

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LIFT

GOODS

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CD601

1

CD601 4

CD6013

CD601

2

2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.10 2.12 2.14 2.15 2.16 2.17 2.18 2.19 2.20 2.21 2.22 2.24 2.25 2.262.13

2.E

2.C

2.B

2.A

OFFICE 2B1/2 STOREY

WAREHOUSE 2AAREA(GFA): 9132.4m2

WA

REH

OU

SE P

AR

TITI

ON

WA

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OFFICE 2A2 STOREY

RECESSED DOCK RECESSED DOCK

WAREHOUSE 2BAREA (GFA): 11905.8m2

15m AWNING

3m AWNING 3m AWNING

CD640

2

CD641

1

COMBINED MEZZANINE AND RACKING STRUCTURE

FIRE TRUCK

ZONE

PUMP

ROOM

9,3

57

GRIDS O/A

276,470

8,075 11,200 11,200 11,200 11,200 11,200 11,200 11,200 11,200 11,200 11,200 5,880 11,300 11,300 11,300 8,360 12,054 12,000 11,946 12,000 12,000 12,400 12,000 12,000 11,855

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BOUNDARY BOUNDARY

BOUN

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BO

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BOUNDARY BOUNDARY

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DA

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BO

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BOUN

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10 FORKLIFT CHARGING BAY

(EPOXY FLOOR)

1,0

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CD845

1

CD845

2

CD8453

SUBSTATION LOCATION

& SIZE TBC

WASTE AREA

ARMCO ARMCO ARMCO

ARMCO

ARMCO

ARMCO

ARMCO

FT-2FT-2FT-2

FT-2

FT-2

FT-2FT-2FT-2 FT-2

FT-1

FT-1

FT-1

FT-1

FT-2

FT-2

FT-2

1SK15

1SK17

1SK18

1SK20

SG-3

BG-1

ENTRY GATE

EXIT GATE EXIT GATE

REM

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AB

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CONSTRUCTION NOTE FOR BUSHFIRE BAL 12.5, FOR WALLS

EXTERNAL WALLS

• THE EXPOSED COMPONENTS OF AN EXTERNAL WALL THAT ARE LESS THAN 400mm FROM THE GROUND SHALL BE NON COMBUSTIBLE MATERIAL OR CLADDING THAT IS FIXED EXTERNALLY TO A STEEL FRAMED WALL.

• ALL JOINTS IN THE EXTERNAL WALLS SHALL BE COVERED, SEALED, OVERLAPPED, BACKED OR BUTT-JOINTED TO PREVENT GAPS GREATER THAN 3mm.

• VENTS AND WEEPHOLES IN EXTERNAL WALLS SHALL BE SCREENED WITH A MESH WITH A MAXIMUM APERTURE OF 2mm. EXCEPT WHERE

THE VENTS AND WEEPHOLES HAVE AN APERTURE LESS THAN 3mm, OR ARE LOCATED IN AN EXTERNAL WALL OF A SUBFLOOR SPACE.• EXTERNAL WALLS SHALL BE NON-COMBUSTIBLE. STEEL FRAMED WALLS SHALL BE CLAD EXTERNALLY WITH STEEL SHEETING.• ALL JOINTS IN THE EXTERNAL SURFACE MATERIAL SHALL BE COVERED, SEALED, OVERLAPPED ETC, TO PREVENT GAPS GREATER THAN

3mm.• MESH OR SCREENS COMPLYING WITH THE REQUIREMENTS OF AS 3959 MUST BE INSTALLED TO ALL VENTS, PENETRATIONS, ETC WITH

APERTURE 3mm OR GREATER.

CONSTRUCTION NOTE FOR BUSHFIRE BAL 12.5, FOR DOORS

DOORS-SIDE HUNG EXTERNAL DOOR AND SLIDING DOORS

DOORS SHALL BE:

DOORS-VEHICLE ACCESS DOORS

• VEHICLE ACCESS DOORS SHALL BE NON-COMBUSTIBLE (METAL)• PANEL LIFT, TILT DOORS OR SIDE-HUNG DOORS SHALL BE FITTED WITH SUITABLE WEATHER STRIPS, DRAUGHT EXCLUDERS, DRAUGHT SEAL OR

GUIDE TRACKS, AS APPROPRIATE TO THE DOOR TYPE, WITH A MAXIMUM GAP NO GREATER THAN 3mm.• ROLLER DOORS SHALL HAVE GUIDE TRACKS WITH A MAXIMUM GAP NO GREATER THAN 3mm AND SHALL BE FITTED WITH A NYLON BRUSH

THAT IS IN CONTACT WITH THE DOOR

• NO VENTILATION SLOTS TO DOORS EXCEPT FOR PUMP ROOM DOOR, WHERE A 2mm MESH IS TO BE FITTED BEHIND SLOTS/ LOUVRES.

• A SOLID TIMBER LAMINATED OR RECONSTITUTED TIMBER DOOR, HAVING A MINIMUM THICKNESS OF 35mm ABOVE THE THRESHOLD• WHERE ANY PART OF THE DOOR FRAME IS LESS THAN 400mm FROM THE GROUND THAT PART OF THE DOOR FRAME SHALL BE MADE FROM

METAL• DOORS INCORPORATING GLAZING SHALL COMPLY WITH THE GLAZING REQUIREMENTS FOR WINDOWS (INCLUDING GLASS SLIDING

DOORS)• DOORS SHALL BE TIGHT FITTING TO THE DOOR FRAME OR ABUTTING DOOR

• ALL GAPS TO BE 3mm OR LESS, AND/OR DRAUGHT EXCLUDER TO BE FITTED AT SILL.

CONSTRUCTION NOTE FOR BUSHFIRE BAL 12.5, FOR WINDOWS

WINDOWS

• FOR WINDOW ASSEMBLIES LESS THAN 400mm FROM THE GROUND, WINDOW FRAMES AND WINDOW JOINERY SHALL BE MADE FROM

METAL.• EXTERNALLY FITTED HARDWARE SHALL BE METAL.• WHERE GLAZING IS LESS THAN 400mm FROM THE GROUND GLAZING SHALL BE GRADE A SAFETY GLASS MINIMUM 4mm THICKNESS.

• NO WINDOWS WILL BE OPENABLE.

dwg no issuedwn

purpose

CLIENT scale

project no

date

PACEARCHITECTS A.B.N. 721 5926 6350 BUILDER / PROJECT MANAGER

AS BUILT

NOTE: THE LOCATION OF PROPERTY ALIGNMENTS IS

DETERMINED FROM SURVEY INFORMATION PROVIDED BY

SURVEYOR.

DO NOT SCALE THIS DRAWING. VERIFY ALL DIMENSIONS ON SITE

BEFORE COMMENCING ANY WORK. COPYRIGHT © THIS DRAWING

REMAINS THE PROPERTY OF PACEARCHITECTS. REPRODUCTION

IN WHOLE OR PART IS FORBIDDEN.

B1e [email protected]

p 02 9425 1400

m 0404 450 317

w www.pacearchitects.com.au

a Shop 2, 100 Alexander Street, Crows

Nest, NSW 2065

20

As indicated

191127 - CD201AA

APRIL 2021

191127

AS BUILT

BUILDING 2A AND 2B -

WAREHOUSE PLAN

BUILDING 2Hollinsworth Road, MarsdenPark, NSW

5 2010

GRAPHIC SCALE 1:500

0 30 40 50

1 : 500

BUILDING 2A AND 2B - WAREHOUSE PLAN1

GENERAL LEGEND

ARMCO DOUBLE ARMCO

BG-1 BOOMGATE TO MATCH DRIVEWAY WIDTHS

FH FIRE HYDRANT

FST FIRE SPRINKLER TANK

FT-1 BLACK POWDER COATED "PALISADE STYLE PRESSED METAL FENCE WITH SPEAR TOP @2100mm

FT-2 BLACK CHAINWIRE MESH FENCING WITH AN OVERALL HEIGHT OF 2100MM, INCLUDINGTHREE ROWS OF BARBED WIRE.

SG-3 SWING GATE TO MATCH "DIPLOMAT STYLE PRESSED METAL FENCE

REVISION DESCRIPTION DATE

13 ISSUED FOR COORDINATION 08.05.20

14 ISSUED FOR COORDINATION 22.05.20

15 HYDRAULIC COORDINATION 02.06.20

16 2A PRELIMINARY ISSUE 23.06.20

17 2A PRELIMINARY ISSUE - 2 24.06.20

18 AS BUILT ISSUE 02.11.20

19 2A RACKING ADDED 22.04.21

20 UPDATED PARKING 2A/2B 05.05.21

REVISION 05.05.2021:

• UPDATED PARKIING