ISSUED FOR PRELIMINARY COMMENTS

DATE OF ISSUE:

SCALE:

DRAWN:

REVISION DATE DESCRIPTION

Lot 21 #1-109 President Street Welshpool

Client:

Project Title:

Perth Autobody Repairs

Site Plans01.07.19

MB

Project Number:

1939Drawing Number:

A1

A

B

C

18.07.19

09.08.19

xx.xx.xx

xx.xx.xx

Preliminary Issue for Comments

Design Development

-

-

PO Box 2655, Malaga WA 6944

GENERAL NOTES:- DO NOT SCALE FROM DRAWINGS.- THESE PLANS ARE THE SOLE PROPERTY OF DESIGNER AND MAY NOT BE REPRODUCED OR MODIFIED IN WHOLE OR INPART WITHOUT WRITTEN PERMISSION.- CONTRACTORS TO CHECK ALL DIMENSIONS AND CONDITIONS ON SITE PRIOR TO THE COMMENCEMENT OF ANY WORKSAND ANY DISCREPANCIES TO BE BROUGHT TO THE ATTENTION OF THE SUPERVISOR.

© COPYRIGHT STATEMENTTHIS DESIGN AND / OR DRAWING IS CONFIDENTIAL AND SHALL REMAIN THE PROPERTY OF QUALITY DESIGN SOLUTIONS.IT MUST NOT BE REPRODUCED, COPIED OR ALTERED WITHOUT THE APPROVAL OF QUALITY DESIGN SOLUTIONS.

1:200, 1:100 (A1)

ISSUED FOR PRELIMINARY COMMENTS

D

Email: [email protected] Mobile: 0403 165 270

910.93 m2908.53 m2

SIGN TO BE RELOCATEDPRESIDENT ST

90.

57

20.94

90.57 20.94

89°59'20"

90°00

'25"89°59'45"

90°00'30"

1.2m

HIG

H F

IBR

O F

ENC

E

GO

OD

CO

ND

.

2.4m

HIG

H M

ETAL

FEN

CE

GO

OD

CO

ND

.

2.8m HIGH CYCLONE FENCEAVG. COND.

APPROX. FFL@ DOOR 9.74m






APPROX. FFL 9.90m


DATUM NAIL 10.00m ASSUMED VALUE




TOP OF BRICKWALL 14.62m


SEMI-MOUNT. KERBAVG. COND.

SEMI-MOUNT. KERB GOOD COND.

BLOCK KERBAVG. COND.

BLOCK KERBPOOR COND.

BLOCK KERBAVG. COND.

0.09m ØPVC CONDUIT

0.15m Ø PVCDRAINAGE PIPE





PP

LP

FIRE SERVICE

M

WTP

WTP

FIRE HOSE

WTP

WTP

FIRE HOSE

WTP

SIGN

SIGN

LETTER BOX'S

BOLLARDS x4

BOLLARD

BOLLARD

BOLLARD

BOLLARD

BOLLARD

BOLLARD

BOLLARD

BOLLARD

BOLLARD

BOLLARD

BOLLARD

BOLLARD

BOTTLEBRUSHHT 6m

BOTTLEBRUSHHT 6m

10.00

10.00

10.00

10. 0010.00

9.50

9.50

9.99

9.92

9.97

10.11

10.07

10.11

10.08

10.00

9.93

9.85

9.949.9

6

9.90

9.98

10.06

9.87 9.7

89.7

2

9.60

9.65

9.67

9.67

9.68

10.05

9.95

10.23

10.20

9.75

9.68

9.69

9.63

9.629.6

59.6

1

9.73

9.69

9.67

9.65

9.65

9.60

9.65

9.67

9.66

9.69

9.70

9.73

9.59

9.66

9.67

9.62

9.66

9.67

9.57

9.71

9.70

9.59

9.66

9.79

9.85

9.88

9.82

9.87

9.79

9.77

9.75

9.67

10.04

9.99

9.95

9.94

9.79

9.79

9.80

9.91

9.97

9.97

9.52

10.17

9.91

10.00

10.03

9.99

10.02

10.08

10.07

9.74

9.70

9.71

9.70

9.54

9.53

9.68

9.70

9.70

9.71

9.70

9.72

9.72

9.71

9.71

9.70

9.68

9.57

9.53

9.49

9.36

9.41

9.50

9.59

9.80

9.84

9.77

9.73

9.79

9.71

9.70

9.71

9.59

9.46

9.81

9.81

9.81

9.81

9.81

9.81

9.81

9.81

9.90

10.13

10.13

10.13

10.18

10.16

10.04

10.15

10.23

10.23

10.24

10.26

10.27

9.73

9.84

9.83

9.85

9.71

9.71

10.00

9.559.5

79.5

99.6

19.6

0

9.48 9.4

79.4

5

10.20

9.51

9.87

9.70

9.70

9.71

9.54

9.73

9.75

9.61

9.53

9.51

9.71

9.73

9.70

9.75

9.71

10.21

9.61

10.14

10.16

10.07

9.68

9.73

9.71

10.09

10.15

10.25

10.0710

.10

10.07

10.08

9.75

9.81

9.71

9.71

9.72

9.72

9.73

9.70

9.68

9.70

9.71

9.72

9.71

9.72

9.72

9.70

9.71

9.68

9.75

9.76

9.78

9.86

9.73

9.85

10.2110

.21

9.90

TEL

CONC.MANHOLE

BITUMENSANDY / WEED

2.4

m H

IGH

MET

AL G

ATE

BLOCK KERB AVG. COND.

ROOFHGT 13.66m

SEMI-MOUNT. KERB GOOD COND.

0.3m HIGH BRICK RET.WALL - GOOD COND.

ROOFHGT 14.76m

POWERLINETO BE REMOVED HGT 14.05

POWER CONDUITTO BE REMOVEDHGT 14.70


DGR

DGR

DGR

DGR

DGR

DGR

DGR

DGR

DGR

DGR

DGR

DGR

CONC. PAVING

METALFRAMES

SLID

ING

DO

OR

S

CO

NC

.

SLID

ING

DO

OR

SSL

IDIN

G D

OO

RS

SLID

ING

DO

OR

SSL

IDIN

G D

OO

RS

SLID

ING

DO

OR

S

CO

NC

.

CO

NC

.C

ON

C.

CO

NC

.

CO

NC

.

CONCRETE MANHOLE

OVERHEADPOWERLINES

GRASS

ELECTRICALBOX

ELECTRICALBOX

BITUMEN D/WAY AVE. COND.


CONC. BLOCK

AIRCON UNIT

DGR

VENT BOX

ENC

LOSE

D G

AS

CYC

LIN

DER

BITUMEN

BITUMEN

BITUMEN

BITUMEN

BITUMEN

SANDY / GRASS

SANDY



(PILLAR)

BITUMEN

SANDRA PLACE

BITUMEN

PG PG

PGPG

LOT 20

AREA: 1894m²

LOT 25

AREA: 3791m²

SINGLE STOREY BRICK & METALWAREHOUSE #111 WELL CLEAR

SINGLE STOREY BRICK & METALWAREHOUSE #105


LOT

DRAINAGE

CO

NFI

RM

NO

SER

VIC

E

AVAI

LABL

E

LOC

ATED

WATER

O/H

U/G

GAS

POWER

TELE.

SEWERAGE

LOT RECORDS

SERVICE

STATUS

APPROX.AHD + 10.55m

DISTANCECOASTAL

AREA:LOT:

AREA:

ACCURATE GEODETIC CONNECTION.

APPROXIMATE AHD CONNECTION ONLY,HEIGHT RESTRICTIONS REQUIRE

POSITION & / OR AVAILABILITY ON SITE.BUILDER / CLIENT TO CONFIRMSERVICES MARKED CONFIRM REQUIRE

SERVICE LEGEND

SWAS. WIRE ANCHOR

POWER

PP

CP

LP

SP

LIGHT POLE

STAY POLE

CONSUMER POLE

POWER POLE

UNI PILLAR

ECEXPOSED CABLES

GAS

METER GM

PRE-LAID CONN. GPL

IS

IO

INSPECT. SHAFT

INSPECT. OPENING

SEWERAGE

HOUSE CONNECTION HC

MANHOLE SMH

HCIHOUSE CONN.INDICATOR

ISCINSPECT. SHAFTCONNECTION

PIT

TELE.TEL

PRE-LAID CONN. TPL

DRAINAGEMANHOLE

GULLY PIT

DMH

LOT PIT LDP

HOUSE CONN.

SIDE ENTRY PIT

COMBINATIONENTRY PIT

DHC

WATER METER M

STOP VALVE

FLUSH POINT

WATER TAP

HYDRANT

WATER

WTP

HY

FP

WSV

PRE-LAID CONN. WPL

PF

PD

PG

PEG FOUND

PEG DISTURBED

PEG GONE

DATUM NAIL

STAKE FOUND STF

SURVEY

GROUND COVERSANDY / GRASS / WEED

21

>10kmESTAB 05/1970

1897 m²

5 0 2.5 5 10 15ES:GPS:UBD REF

BUILDER'S REF SURVEYED

LOT :

DWG No REV

AUTHORITY C/T :

:

:

SHEET1 of 1

SCALE @ A1

SUBURB

290 G 9

WELSHPOOL

37271-01-100

21 No. 109 PRESIDENT ST

A

TOWN OF VICTORIA PARKP : 9617

N/A

1:200

31.98349° 115.92977°

Easements, Caveats, Covenants etc. All SERVICES require verification from the relevant AUTHORITY - suggest contacting "Dial Before You Dig"for underground services & a site inspection.

boundary POSITION is APPROXIMATE & requires survey confirmation - Check Landgate Plan & Certificate of Title for Encumbrances includingThis PLAN is current at the Surveyed Date, NOT FOR CONSTRUCTION purposes without site corroboration. The cadastral

TITLE :

:CLIENTFEATURE SURVEY

NOTE

BUILDER :

c STANDFAST NOMINEES 1996

www.linkssurveying.com.auW:[email protected]

(08) 9354 8511P:

E:

N/ARAPID TILT CONSTRUCTION

WATER HYDRANT15.4m FROM DATUM

OVERHEADPOWERLINESPAVING

CONCRETE DRIVEWAY& CROSSOVER

GRAVEL

METAL G

ARR

ISON

FENC

E G

OO

D C

ON

D.

MET

AL G

ARR

ISO

N F

ENC

E

G

OO

D C

ON

D.


LOT 21

AREA: 1897m²

SINGLE STOREY BRICK & METALWAREHOUSE #109 WELL CLEAR

2x CAR BAYS

2x CAR BAYS

NEW LINEMARKING TO BE COMPLETEDDURING CONSTRUCTION

EXISTING WAREHOUSEAREA: 180.00m2

F.F.L: 9.74

WESTERN POWER APPLICATIONTO REMOVE OVERHEADCONNECTION IS UNDERWAY

DESIGN CALCULATIONS

SITE AREA:

PLOT RATIO:BUILDING AREA:

WAREHOUSE PARKING:

1894m2

48.10%910.93m2

3

LOT 20 (WAREHOUSE/INDUSTRIAL:

NUMBER OF TENNANCIES: 4AVERAGE SIZE OF EACH TENNANCY: 227.73m2

(1 BAY PER 75m2, 77.73/75m2) 1.04 (FIRST 150m2):

BAYS PER UNIT: 4.04BAYS REQUIRED FOR TENNANCY (ROUNDED): 16

SITE AREA:

PLOT RATIO:BUILDING AREA:

WAREHOUSE PARKING:

1897m2

47.89%908.53m2

3

LOT 21 (WAREHOUSE/INDUSTRIAL:

NUMBER OF TENNANCIES: 6AVERAGE SIZE OF EACH TENNANCY: 151.42m2

(1 BAY PER 75m2, 1.42/75m2) 0.02 (FIRST 150m2):

BAYS PER UNIT: 3.02BAYS REQUIRED FOR TENNANCY (ROUNDED): 18

OFFICE PARKING:

(1 BAY PER 40m2, 75/40m2) 1.88BAYS REQUIRED FOR TENNANCY (ROUNDED): 2

OFFICE SIZE: 75m2

TOTAL PARKING REQUIRED FOR LOT 20 & 21:36 BAYS16 + 18 + 2

PROVIDED PARKING: 37 BAYS

FW

2,000

2,000

125

4,070

1,180

125

12,961

4,000

SETB

ACK

5,500

1,000 4,961 7,000

125 1,266 4,000ROLLER DOOR

520 125 2,500W

90 4,185W&D

100

5,625

500

5,000

125

375

ROOF COVER OVERROOF COVER OVER

PROPOSED 1800x1800 SOAKWELL

PROPOSED METAL FENCING 2300h

GARRISON FENCE WITH GATE

PROPOSED METAL SLIDING GATE 2300h

PROPOSEDGF OFFICE

AREA: 38.6m2F.F.L: 9.74

EXISTING WAREHOUSEAREA: 180.00m2

F.F.L: 9.74

LAND

SCAP

ING

LANDSCAPING

BOL

BOLCOL

DISABLEDPARKING BAY

SHAREDSPACE

PROPOSEDGF OFFICE

AREA: 38.6m2F.F.L: 9.74

PROPOSEDCONCRETE PATH

PROPOSEDCROSSOVER

EXISTINGCROSSOVER

PRESIDENT ST

1 2 3 4 5 6 7 8 91011121314UP

BOL

PROPOSEDUNISEX

ACC.

BOL

NORTH

S UMM

E R

SU

N

SU

N

W I TNE R

HO

TDRY

WINDS

PREVAILING

WIND

&R

AIN

Site Survey Plan1:200

Proposed Site Plan1:100

ALL CONTRACTORS WORKING ON THIS PROJECT TO CHECK ALL DIMENSIONSAND NOTES PRIOR TO INITIATING ANY WORKS. ALL DISCREPANCIES TO BENOTIFIED TO THE PROJECT MANAGER STRAIGHT AWAY.

NOTES:- DO NOT SCALE FROM THE SITE SURVEY PLAN.- THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL RELEVANT SPECIFICATIONS, REPORTS, CONTRACTS AND DRAWINGS.- ALL DIMENSIONS TAKEN TO STRUCTURAL SURFACES UNLESS OTHERWISE NOTED (STUD FRAMING / CONCRETE PANELS).

DATE OF ISSUE:

SCALE:

DRAWN:



Client:

Project Title:


Floor Plans01.07.19

MB

Project Number:

1939Drawing Number:

A2

A

B

C

18.07.19

09.08.19

xx.xx.xx

xx.xx.xx


Design Development

-

-




1:100 (A1)


D


E3E2

E1

100

3,345

750

1,180

100

5,275

125

125 5,786 125 6,775 100

125 1,180 2,500 3,095 100

900

900

964

76

790 6,195W

4,775 W

725

5,500

900mm DEEP SULITE MODULARFIN METAL AWNING

PFC FASCIA BEAM FOR ROOF

PROPOSED CONCRETE TILT PANEL WALLS

PROPOSED BOUNDARYCONCRETE WALL

STEEL FRAMED WALL WITHSELECTED CLADDING

PROPOSEDFF OFFICE

AREA: 38.50m2F.F.L: 13.09

EXISTING WAREHOUSE

PROPOSEDCANOPY

K'NETTE COL

5 6 7 8 9101112131415

1617

DN

FW

FR

3,500

SETB

ACK

5,625

14,86

9AP

PROX

DIM

TO

END

OF W

AREH

OUSE

500

5,000

125

375

125

2,804

WAI

TING

762,3

70K'

NETT

E12

5

125

3,980

RECE

PTIO

N90

1,180

STAI

R12

52,1

45UN

ISEX

90

125 5,786 6,990

125 1,266 4,000 520 790 1,800W

490 3,920W&D

125 6,765 110

125 2,500 90

125 4,680 2,085 110

3,400 W

2,090

125

5,250

125

E3E2

E1

STUD WALL WITHPLASTERBOARD LINING

ROOF COVER OVER

COFFEE

WAITINGROOM

RECEPTION

EXISTING WAREHOUSE

PROPOSEDGF OFFICE

AREA: 38.6m2F.F.L: 9.74

BOL

BOLCOL

1 2 3 4 5 6 7 8 91011121314UP

110902,60090

4,110 2,780 110

UNISEXACC.

K'NETTE

NORTH

S UMM

E R

SU

N

SU

N

W I TNE R

HO

TDRY

WINDS

PREVAILING

WIND

&R

AIN

First Floor Plan1:100

Ground Floor Plan1:100


NOTES:- THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL RELEVANT SPECIFICATIONS, REPORTS, CONTRACTS AND DRAWINGS.- ALL BUILDING WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE REQUIRED AUSTRALIA STANDARDS AND THE NCC.- ALL DIMENSIONS TAKEN TO STRUCTURAL SURFACES UNLESS OTHERWISE NOTED (STUD FRAMING / CONCRETE PANELS ETC). NOALLOWANCE FOR INTERNAL AND EXTERNAL SHEETING. ANY DISCREPANCY CONFIRM WITH OWNER OR BUILDER.- CARE SHOULD BE TAKEN TO INCLUDE AN ALLOWANCE IN CALCULATION OF CLEARANCE REQUIRED FOR FIXINGS ETC.

DATE OF ISSUE:

SCALE:

DRAWN:



Client:

Project Title:


Elevations01.07.19

MB

Project Number:

1939Drawing Number:

A3

A

B

C

18.07.19

09.08.19

xx.xx.xx

xx.xx.xx


Design Development

-

-




1:100, 1:133.33 (A1)


D


2,500

600

250

2,700

1,100

2300h GARRISON FENCING

TILT PANEL

NEW STEEL FRAMED ROOF WITHCOLORBOND SHEETING @ 3° PITCH

TILT PANEL CAPPINGCOLORBOND MONUMENT

VERTICAL COLORBOND MATT MONUMENTCLADDING FIXED TO STEEL FRAME

900mm DEEP SULITEMODULAR FIN METAL AWNING

VERTICAL TIMBER CLADDING FIXED TO CONCRETE PANEL

TILT PANEL


WINDOW ABOVE BENCH

FFL 0.00

CL 6.05

CL 2.50

FFL 3.35

TOW 7.150

2,500

600

250

2,700

1,100

5,820

1,330

3,350

3,800

600

600

2,432

AWNI

NG

900

7,150


BGC INNOVA CONCRETE LOOK CLADDING FIXED TO STEEL FRAME

PERFORATED MESH SCREEN TO FACE OF WINDOW FRAME2300h GARRISON FENCING



TILT PANEL

METAL BOLLARD

VERTICAL TIMBER CLADDINGFIXED TO CONCRETE PANEL

2300h GARRISON GATE


FFL 0.00

CL 6.05

CL 2.50

FFL 3.35

TOW 7.150

SELECTED ROLLER DOOR4000w x 3200h

7,150

2,500

600

250

2,700

1,100

3,350

3,800


BGC INNOVA CONCRETE LOOKCLADDING FIXED TO STEEL FRAME

PERFORATED MESH SCREENFIXED TO WINDOW

2300h GARRISON GATE &FENCING


TILT PANEL BEYOND

900mm DEEP SULITE MODULARFIN METAL AWNING


METAL BOLLARD

FFL 0.00

CL 6.05

CL 2.50

FFL 3.35

EXISTING WAREHOUSE BUILDING DOORS

EXISTING WAREHOUSE

TOW 7.150

2,500

600

250

2,700

1,100

2,682 3,2

0071

0

APPROX. EXISTINGROOF LINE

3200mm HIGH ROLLER DOORPROPOSED DISABLED TOILETWITH TIMBER LID OVER


FFL 0.00

CL 6.05

CL 2.50

FFL 3.35

TOW 7.150

Elevation 31:100

Elevation 21:100

Elevation 11:100

Section C1:100


NOTES:- THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL RELEVANT SPECIFICATIONS, REPORTS, CONTRACTS AND DRAWINGS.- ALL BUILDING WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE REQUIRED AUSTRALIA STANDARDS AND THE NCC.- ALL DIMENSIONS TAKEN TO STRUCTURAL SURFACES UNLESS OTHERWISE NOTED (STUD FRAMING / CONCRETE PANELS ETC). NOALLOWANCE FOR INTERNAL AND EXTERNAL SHEETING. ANY DISCREPANCY CONFIRM WITH OWNER OR BUILDER.- CARE SHOULD BE TAKEN TO INCLUDE AN ALLOWANCE IN CALCULATION OF CLEARANCE REQUIRED FOR FIXINGS ETC.

FIBRE CEMENT CONCRETELOOK PANEL CLADDING ASSELECTED

METAL POWDERCOATEDAWNINGS AS SELECTED

VERTICAL TIMBERCLADDING AS SELECTED

COLORBOND MATTMONUMENT VERTICALCLADDING AS SELECTED

ISSUED FOR PRELIMINARY COMMENTS

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