GSPublisherEngine 0.0.100.100
REV
VO #
DR
ND
ATEC
HK
Sub-contractors to verify all dimensions on site.
MM
18.08.16M
MB
RED
ESIGN
MM
05.10.16M
MC
PLANN
ING
MM
03.12.2020M
MD
PLANN
ING
MM
26.12.2020M
M
PLANN
ING
DR
AWIN
GS
THIS IS O
NE O
F THE D
RAW
ING
SR
EFERR
ED TO
IN TH
E CO
NTR
ACT.
DATED
:......./......./.......
BUILD
ER
OW
NER
OW
NER
WITN
ESS
WITN
ESS
WITN
ESS
CLIEN
T:
ADD
RESS:
SMAR
T
LOT 2 #96B
OC
EAN D
RIVE
QU
INN
S RO
CKS
CITY O
F WAN
NER
OO
© C
OPYR
IGH
TM
OD
EL N°
2 STOR
EY90001
JOB N
°
REVISIO
ND
ATE
SHEET N
°014 OF 7+ 0 AN
C
014
26.12.2020D
STD Drawn By: MM 18.08.16
51 Glom
ach Circuit Kinross W
A 6028
Mobile: 0466 672 189
Email: prem
ieresidential@gm
ail.comw
ww
.facebook.com/Prem
ieresidential
ABN
: 44 281 730 821
1
18x
6.5
OBS
18x9.5
28x
1810
ALU
M
18x6
820TF
820
820
1130x2060
GROUND FLOOR PLAN1:100
421
3
N
TAP
Z
Z
X
X
Y Y
STRUCTURAL COLUMN NOTE:• SC = 150 x 100 x 5.0 RHS
TAP
WM
GENERAL NOTES:• LOCATION OF DOWN PIPES IS
INDICATIVE ONLY & MAY BE CHANGEDAT BUILDERS DISCRETION
• INSULATION AS PER ENERGY REPORT
DENOTES HARD-WIREDSMOKE DETECTOR
S
FUSE
BOX
FW
STEP FTG
STEP
FTG
V
DP
DP
NOTE:• THESE PLANS ARE NOT FOR
CONSTRUCTION PURPOSES UNLESSFULLY CERTIFIED BY A QUALIFIEDSTRUCTURAL ENGINEER.
• ALL DRAWINGS TO BE READ INCONJUNCTION WITH ENGINEER'SDETAILS
• ALL BEAM THROUGHOUT (TIMBER,STEEL & T-BARS) AT THE STRUCTURALENGINEERS DISCRETION. REFER TOENGINEERS PLANS
• REFER TO ENGINEERS DETAILS FORSTRUCTURAL COLUMN PLACEMENT
• REFER TO ENGINEER'S FOR TIE DOWNDETAILS
S1 2 3 4 5 6 7 8 9
10111213
DP
DP
DP
7,730
1,070 2,2904,370
18,4
40
7,12
04,
370
5,99
096
0
4,000 alfresco 7,670 house
4701,450 1,430 880 3,440
18,4
40
7,12
04,
370
6,95
0
14,390
350
150
2,83
545
02,
835
150
350
4,37
03,
830
1,57
0 w
indo
w1,
550
3,890 1,340
4,37
025
02,
200
9060
03,
144
350
6,42
035
04,
370
250
5,51
9
3508,710
1005,230
350
6,42
035
03,
105
150
3,10
515
03,
110
150
590
4,37
025
02,
200
904,
127
14,390
2,720 4,000 7,670100 100
3,800250
4,02090
3,060250
2,720 6,090 alfresco350
5,230 verandah
350
150
2,88
0
9,160
7,12
04,
370
2,05
01,
810
2,13
096
0
2507,170
250
3,390150 350
1,89535
0 1,195
350
1,34
03,
380
500
900
930
3,04
01,
330
1,42
093
0
l'stone blocks throughout
Bath/ Ldrycl @ 38c
Entrycl @ 38c
Alfrescohardiflex lined @ 38c
Garage/ Storegrano @ -8c RL 14.030
w/- mesh to eng's detail
b'paved @ RL 14.630
exte
nt o
f upp
er fl
oor o
ver
extent of upperfloor over
-1c-3c
-5c
exte
nt o
f gra
no
-2c-4c-6c
SC
SC
SC
SC
existing limestoneretaining wall top
@ 14.600
existing l'stone ret.wall top @ 14.030
existing limestoneret. wall top @ 14.030
new l'stoneretaining walltop @ 14.600
2x 150x100x5.0 RHS columns
window
overall
garage
window door
door
wind.
over
all
bath
/ ld
ryla
ndin
g
entry
linen
gara
gepo
stpo
stpo
st
alfre
sco
games bath / ldryalfrescopost
retaining wall
reta
inin
g w
all
gara
ge o
peni
ng
gara
ge
garage wall to siton existing retainingrefer to eng's detail
garage wall to siton existing retainingrefer to eng's detail
new
l'st
one
reta
in.
wal
l top
@ 1
4.60
0
instanthwu
laundry entry stairs
over
all
overall
door
-9c-2c
-9c
-2c
wall vent@ 35c
FFL 14.716
SC
gara
ge o
peni
ng
exte
nt o
f gra
no
beam over refer eng's details
-1c
150x100x5.0 RHS column
150x100x5.0 RHS col.
beam over refer eng's details
RL 14.11
6
rem
ote
cont
rol
sect
iona
l doo
rre
mot
e co
ntro
lse
ctio
nal d
oor
b'paved steps
granosteps
Verandahhardiflex lined @ 38c
b'paved @ RL 14.630
1800h l'stonewall & gate
vera
ndah
alfre
sco
hardiflex lined @ 38c
exposed rafters
external plumbingduct w/- 2x openings
exposed plumbing tosink on upper floor
raking balustrade
drywall shown dashed
Gamescl @ 38c
bath
/ ld
ry
gam
es
Linen
1200w2400h sd's
Note!Possible dropceiling to suitplumbing over
wall vent@ 35c
DP
DP
DP
350930 2,270 2,060 3,550
FLOOR AREASFLOORFIRST FLOOR
GROUND FLOOR
LOCATION
HOUSE
ALFRESCOGARAGE/ ...HOUSE
AREA
147.92147.92 m2
74.8965.2249.62
189.73 m2
337.65 m2
PERIMETER
51.1051.10 m
43.5132.5628.34
104.41 m155.51 m
NOTE!COASTAL CONDITIONS
APPLY. REFER TO ENG'SNOTES & DETAILS
GSPublisherEngine 0.0.100.100
REV
VO #
DR
ND
ATEC
HK
Sub-contractors to verify all dimensions on site.
MM
18.08.16M
MB
RED
ESIGN
MM
05.10.16M
MC
PLANN
ING
MM
03.12.2020M
MD
PLANN
ING
MM
26.12.2020M
M
PLANN
ING
DR
AWIN
GS
THIS IS O
NE O
F THE D
RAW
ING
SR
EFERR
ED TO
IN TH
E CO
NTR
ACT.
DATED
:......./......./.......
BUILD
ER
OW
NER
OW
NER
WITN
ESS
WITN
ESS
WITN
ESS
CLIEN
T:
ADD
RESS:
SMAR
T
LOT 2 #96B
OC
EAN D
RIVE
QU
INN
S RO
CKS
CITY O
F WAN
NER
OO
© C
OPYR
IGH
TM
OD
EL N°
2 STOR
EY90001
JOB N
°
REVISIO
ND
ATE
SHEET N
°014 OF 7+ 0 AN
C
014
26.12.2020D
STD Drawn By: MM 18.08.16
51 Glom
ach Circuit Kinross W
A 6028
Mobile: 0466 672 189
Email: prem
ieresidential@gm
ail.comw
ww
.facebook.com/Prem
ieresidential
ABN
: 44 281 730 821
2
1540
x253
058
4x15
7058
4x18
10
1540x4000
1540x3000
584x1810
584x1810
584x970584x970
1030
x181
0 F
820
720
720
720
820
2/620
2/620
584x
1810
1540
x253
0
STRUCTURAL COLUMN NOTE:• SC = 150 x 100 x 5.0 RHS
1918171615141312 1110
98765432
DENOTES HARD-WIREDSMOKE DETECTOR
S
YY
X
N
421
3
FR
X
UPPER FLOOR PLAN1:100
DWREC
GENERAL NOTES:• LOCATION OF DOWN PIPES IS INDICATIVE
ONLY & MAY BE CHANGED AT BUILDERSDISCRETION
• INSULATION AS PER ENERGY REPORT
FW
FW
DP
DP
DP
S
DP
DP & SPREADER
DP & SPREADER
DP
NOTE:• THESE PLANS ARE NOT FOR
CONSTRUCTION PURPOSES UNLESSFULLY CERTIFIED BY A QUALIFIEDSTRUCTURAL ENGINEER.
• ALL DRAWINGS TO BE READ INCONJUNCTION WITH ENGINEER'SDETAILS
• ALL BEAM THROUGHOUT (TIMBER,STEEL & T-BARS) AT THE STRUCTURALENGINEERS DISCRETION. REFER TOENGINEERS PLANS
• REFER TO ENGINEERS DETAILS FORSTRUCTURAL COLUMN PLACEMENT
• REFER TO ENGINEER'S FOR TIE DOWNDETAILS
Z
MH
500
2,53
025
51,
340
3,82
01,
810
win
dow
1,54
01,
810
1,35
0
11,761 overall
1,200 1,810 1,531 970 700 970 1,530 1,810 1,240
500
2,53
02,
340
1,57
03,
585
1,81
01,
159
1,46
1
11,670
1,220 4,000 1,220445
3,000445
1,340
8,980
2,720
1,50
0
1,582
11,67090
4,01090
1,620 ens90
1,520 bath90
4,07090
905,020
902,220 passage
90970
902,850
250
905,020
90 590 905,540
250
14,9
55
14,9
55
13,4
941,
461
909,
265
903,
970
906,
385
901,
350
901,
350
901,
000
90
904,
880
2,20
090
4,30
8
3,28
51,
340
10,3
30
6,440 3,890 1,340
906,260
90
9011,330 lounge / dining
250
905,020
90 590 905,540
250
905,
980
901,
000
90
1,895
Bed 1cl @ 2525 afl
boundary line
Bed 2cl @ 2525 aflBath
Ens
Kitchencl @ 2525 afl
Loungecl @ 2525 afl
Diningcl @ 2525 afl
b'work below top @ 2900
cl @ 2525 afl
boun
dary
line
setback
setb
ack
setback
overall
note! stud frame wallto line up with b'work to
ground floor (w/- drywall)
1050h selected balustrade
overall
window
bed 1 bed 2
stairs / voidbed 2bed 1
kitchen linen landing stairs / void
windowwindow window
window
obscure obscure
over
all
win
dow
win
dow
over
all
Line
n
win
dow
win
dow
raking balustrade2100H 1240W opening
l'sto
ne w
all
top
@ 2
900
colorbond roof @ 12° pitch below
window
Note! No columnor mullion here
6m cone of vision
Pant
ry
win
dow
colo
rbon
d ro
of @
app
rox.
16°
pitc
h be
low
dini
ngst
airs
/ voi
d
dini
ngpa
ssag
e
lounge
kitchen pty dining
loun
ge /
kitc
hen
bed
1
pass
pass
pant
rylo
unge
/ ki
tche
n
'vision control film'
'vis
ion
cont
rol f
ilm'
6m cone of vision
Landing
Z
FLOOR AREASFLOORFIRST FLOOR
GROUND FLOOR
LOCATION
HOUSE
ALFRESCOGARAGE/ ...HOUSE
AREA
147.92147.92 m2
74.8965.2249.62
189.73 m2
337.65 m2
PERIMETER
51.1051.10 m
43.5132.5628.34
104.41 m155.51 m
NOTE!COASTAL CONDITIONS
APPLY. REFER TO ENG'SNOTES & DETAILS
GSPublisherEngine 0.0.100.100
REV VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
MM 18.08.16 MMB REDESIGN MM 05.10.16 MMC PLANNING MM 03.12.2020 MMD PLANNING MM 26.12.2020 MM
PLANNING DRAWINGSTHIS IS ONE OF THE DRAWINGS
REFERRED TO IN THE CONTRACT.
DATED:......./......./.......
BUILDER
OWNER
OWNER
WITNESS
WITNESS
WITNESS
CLIENT:
ADDRESS:
SMART
LOT 2 #96BOCEAN DRIVEQUINNS ROCKSCITY OF WANNEROO
© COPYRIGHTMODEL N°
2 STOREY
90001
JOB N°
REVISION DATE
SHEET N°
014OF 7
+ 0 ANC
014
26.12.2020D
STD
Dra
wn
By: M
M 1
8.08
.16
51 Glomach Circuit Kinross WA 6028Mobile: 0466 672 189
Email: [email protected]/Premieresidential
ABN: 44 281 730 821
3
ELEVATION 21:100
2400
2900
5159
5743
3257
0
5159
5743
4203
57435913 5913
3,25
731
22,
525
1,65
0
1,65
0 'vision control film'
NEW RET. WALLTOP @ 15.40
colorbond roof @ 18° 47' pitch
stru
ctur
alco
lum
n
stru
ctur
al c
olum
n
garage built onexisting l'stonebacking stonesrefer eng's det.
hardieflex claddingw/- painted finish
l'stone blocks
1c face brick
stru
ctur
alco
lum
n
flashing as required
stru
ctur
alco
lum
n 1800hgate
colorbond roof @ approx. 16° pitch
NGL on boundary
FFL14.716
3257
3,50
0 ap
prox
.
1,80
0
EXISTING RETAINING TOP @ 14.03
EXISTING RETAINING TOP @ 14.60
b'paved @ -1cRL 14.63
ELEVATION 11:100
2400
0
59135913
3257
5743
4203
5743
4203
2900
3,25
731
22,
525'vision control film'
colorbond roof @ 18° 47' pitch
new l'stone ret. wall top @ 14.600
b'pavedsteps
stru
ctur
al c
olum
n
existing l'stoneret. wall top@ 14.030
l'stone blocks
hardieflex claddingw/- painted finish
1c face brick
stru
ctur
al c
olum
n
colorbond roof @ 12° pitch
flashing as required
FFL14.716RL 14.030
NOTE!COASTAL CONDITIONS
APPLY. REFER TO ENG'SNOTES & DETAILS
GSPublisherEngine 0.0.100.100
REV VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
MM 18.08.16 MMB REDESIGN MM 05.10.16 MMC PLANNING MM 03.12.2020 MMD PLANNING MM 26.12.2020 MM
PLANNING DRAWINGSTHIS IS ONE OF THE DRAWINGS
REFERRED TO IN THE CONTRACT.
DATED:......./......./.......
BUILDER
OWNER
OWNER
WITNESS
WITNESS
WITNESS
CLIENT:
ADDRESS:
SMART
LOT 2 #96BOCEAN DRIVEQUINNS ROCKSCITY OF WANNEROO
© COPYRIGHTMODEL N°
2 STOREY
90001
JOB N°
REVISION DATE
SHEET N°
014OF 7
+ 0 ANC
014
26.12.2020D
STD
Dra
wn
By: M
M 1
8.08
.16
51 Glomach Circuit Kinross WA 6028Mobile: 0466 672 189
Email: [email protected]/Premieresidential
ABN: 44 281 730 821
4
ELEVATION 41:100
2900
857
2400
3257
2814
5159
5743
4713
5743
3257
59135913
1814
3257
35604203
5743
3,25
731
22,
425
1,65
0
3,50
0
2,50
0
colorbond roof @ 18° 47 pitch
grano @ -8c RL 14.030
remote controlsectional door
b'paved@ -1c
RL 14.630
stru
ctur
alco
lum
n
b'pavedsteps RL 14.600
slope
NGL on boundary
hardieflex claddingw/- painted finish
1c face brick
l'sto
ne b
lock
s
remote controlsectional door
grano @ -8c RL 14.030
structural column
1800hgate
barge & capping
wall vent @ 35c
obscureglazing
stru
ctur
alco
lum
n
FFL14.716
top of footings @ -9ctop offtgs @ -2c
new l'stone ret. wall top @ 14.60
3257
2400
857
2900
5743
5159
5743
5159
5743
5159
5743
5159
5913 5913
1810
3257
680
1,65
0
1,65
0
stru
ctur
al c
olum
n
colorbond roof @ 18° 47 pitch
b'paved @ -1cRL 14.63
existingl'stone ret.
wall top@ 14.600
new l'stoneret. wall top@ 15.400
new l'stoneret. wall top@ 14.500
NGL on boundary
obscure obscure
hardieflex claddingw/- painted finish
1c face brickl'stone blocks
barge & capping
external plumbingduct w/- 2x openings
instanthwu
wall vent @ 35c
FFL14.716
ELEVATION 31:100
3,25
731
22,
525
NOTE!COASTAL CONDITIONS
APPLY. REFER TO ENG'SNOTES & DETAILS
GSPublisherEngine 0.0.100.100
REV
VO #
DR
ND
ATEC
HK
Sub-contractors to verify all dimensions on site.
MM
18.08.16M
MB
RED
ESIGN
MM
05.10.16M
MC
PLANN
ING
MM
03.12.2020M
MD
PLANN
ING
MM
26.12.2020M
M
PLANN
ING
DR
AWIN
GS
THIS IS O
NE O
F THE D
RAW
ING
SR
EFERR
ED TO
IN TH
E CO
NTR
ACT.
DATED
:......./......./.......
BUILD
ER
OW
NER
OW
NER
WITN
ESS
WITN
ESS
WITN
ESS
CLIEN
T:
ADD
RESS:
SMAR
T
LOT 2 #96B
OC
EAN D
RIVE
QU
INN
S RO
CKS
CITY O
F WAN
NER
OO
© C
OPYR
IGH
TM
OD
EL N°
2 STOR
EY90001
JOB N
°
REVISIO
ND
ATE
SHEET N
°014 OF 7+ 0 AN
C
014
26.12.2020D
STD Drawn By: MM 18.08.16
51 Glom
ach Circuit Kinross W
A 6028
Mobile: 0466 672 189
Email: prem
ieresidential@gm
ail.comw
ww
.facebook.com/Prem
ieresidential
ABN
: 44 281 730 821
5
REVERSING PLAN1:200
4,00
0
3,000
5003,000
500
8,480500
Unit 2FFL 14.716APPROX
Garage/Store
Alfresco Verandah
2,83
545
02,
835
GSPublisherEngine 0.0.100.100
PLANNING DRAWINGSTHIS IS ONE OF THE DRAWINGS
REFERRED TO IN THE CONTRACT.
DATED:......./......./.......
BUILDER
OWNER
OWNER
WITNESS
WITNESS
WITNESS
REV VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
MM 18.08.16 MMB REDESIGN MM 05.10.16 MMC PLANNING MM 03.12.2020 MMD PLANNING MM 26.12.2020 MM
AREA : 857m² & 898m²LOT No: 140 & SL 1 & 2
YES (SEE THIS PLAN FOR DEPTHS TO JUNCTIONS)
20151050
SIGNEDCLIENT / S
WITNESS
SIGNEDBUILDER
WITNESS
DATE00026
(BUILDER)
CLIENT / S :
SHEET No :
JOB No:
CHK.VARIATIONS[all sheets]
Local Authority :
----------------------------------- 5 of 5
DAVID SMART
96 & 98 OCEAN DRIVE,QUINNS ROCKS.
DWN. DATE
SITE PLAN 1:200 at A2LICENSED LAND & ENGINEERING SURVEYORSR. G. LESTER & ASSOCIATES
SHOP 7, NORTH BEACH PLAZA1 NORTH BEACH ROADNORTH BEACH, WA 6020
[email protected]: 9448 5009 - FX: 9203 6722
7318(2)140 & SL 1 & 2TITLE DETAILS
LOT NOs:
FOL:
C/T VOL:
All sewer details plotted from information suppliedby Water Corporation Spatial Information Management.Refer to the disclaimer note on Water Corp E PLAN.
IMPORTANT NOTE:LOCATION OF BOUNDARY PEGS & IMPROVEMENTS NOT GUARANTEEDUNLESS BOUNDARIES ARE REPEGGED AT TIME OF SURVEY.CHECK TITLE FOR EASEMENTS, CAVEATS & COVENANTSPLUMBING CONTRACTORS TO CONFIRM SEWER DEPTHS BEFORE PIPE LAYING.REF NO: 61776 FILE NO: 3395 DATE: 2.9.13 DRAWN: SCB
WATER:
SURVEYOR SITE INSPECTION REPORTELECTRICITY:
PHONE:
SEWERAGE:
ROAD:
VEGETATION:
SOIL:
VIEWS:
REPEG:
GAS:
KERB:
UNDERGROUND
YES
BITUMEN
MEDIUM GRASS & WEEDS
SAND & POSSIBLE LIMESTONE AT DEPTH
REQUIRED
MOUNTABLE
YES
NOT SIGHTED
FOOTPATH: CONCRETE (good condition)
REPEG TYPE : OLD SURVEY AREA
OCEAN
HSV
W
SEWERAGEMANHOLE
TREE STUMP
SIDE ENTRYPIT
CommunicationPit
FENCE END
TREE
POWER POLESEWERAGEMANHOLE
T.B.M.
GRATEDDRAIN
POWERDOME
PHONE
STOP VALVE
HYDRANT
DRAINAGEMANHOLE
STREET LAMP
WATER METER
LEGEND
PILLAR PRE-LAIDWATER PIPE
pipe
WATER TAP
Block located about 300m from the ocean.
trw - DENOTES TOP OF RETAINING WALLPOSITION OF FENCES & WALLS IN RELATIONTO BOUNDARIES NOT GUARANTEED UNLESSREPEG CARRIED OUT AT TIME OF SURVEY.
Plan:
AUSTRALIAN HEIGHT DATUM (AHD)DERIVED FROM SEWER MANHOLELID LEVELS.
58371Strata Plan:
OCEAN DRIVE
LOCATIONREF.(MSD)158 - E - 10
W
T
W
PP
T
12.79
12.92
13.30 13
.29 13.30
13.21
13.27 13
.21
14.79
12.94
13.03
12.91
10.0210
.0510.20
10.80
11.0511
.0011.1911
.16
10.17
10.15
10.06
10.57
10.72
10.23
11.00
11.62
11.80
11.83
11.76
11.87
11.90
12.91
12.90 trw
12.92 trw
12.82
13.24
12.93
11.92
12.28
12.96
14.25
13.36
15.55
14.99
13.70
14.22 trw14.32 trw
14.31 trw
15.0315
.53
13.33
13.45
13.31
13.27
13.09
12.35
11.92
12.09
11.72
11.13
10.71
11.13
10.95
11.48
12.30
12.90
13.42
13.68
13.53
13.24
12.88
12.32
11.95
11.71
12.70
13.04
13.39
12.96
13.37
13.46
13.16
13.70
13.85
14.19
14.34
14.34
14.5814
.5514.59
14.88
15.28
14.42
15.05
14.59
14.68
14.04
13.97
13.54
13.03
13.59 trw
13.47 trw
13.49 trw
13.42trw
12.2812
.27
12.83
13.16
12.91
13.41
13.3413.04
13.5813
.39
13.03
13.0413
.41
13.54
13.69
13.49 trw
12.95
14.44
14.33
14.22
13.70
13.5512
.24
12.79
11.87
12.78
12.77
13.04
13.14
12.16 trw
12.81 trw
12.84 trw
12.84 trw
12.82 trw
12.86
12.93 trw
13.42 trw
14.32 trw
P
NO
RTH
STREET ADDRESS:
W
C
T
POSITION OF FEATURES IN RESPECTTO BOUNDARIES NOT GUARANTEED.PEGS MISSING AT TIME OF SURVEY.
ONLY OBVIOUS VISIBLE SERVICES HAVE BEEN LOCATED.PRIOR TO ANY EXCAVATION, CONSTRUCTION OR DEMOLITIONTHE RELEVANT SERVICE AUTHORITIES MUST BE CONTACTEDTO CONFIRM THE LOCATION OF ALL UNDERGROUND SERVICES.
PEG
BUSH
VERANDAH
concrete footpath (good condition)
ENCLOSED PATIO
EXISTING CONCRETESLAB RET. WALL
no b
ound
ary
fenc
e
EXISTING LIMESTONERETAINING WALL
PEG GONE
EXISTING CONCRETEPANEL RETAINING WALL
exis
ting
low
fibr
o fe
nce
TWO STOREYBRICK & METAL HOUSE
CONCRETEDRIVEWAY
HOUSE WELL CLEAR
existing fibro fence (poor cond)
SMH9.77
CITY OF WANNEROO
16.09
14.18 4.02
18.2
530
.35
28.2
3
30.3
5
3.006.1212.02
4.0014.1418.10
46.8
7
(48.
60)
84°55
'55"
90°90
°90°
90°
135°13
5°
90°90°
173°8'30"
90°
83°8'30"
101°55'35"
96°51'30"
141
138
142
WEATHERBOARD &METAL ROOF HOUSE
TBM 9.94 AHD
shed
bottom of bank
top of bank
top of bank
bottom of bank
top
of
ban
k
botto
m
of
bank
EXISTING CONCRETE SLABRETAINING WALL
BUSH
CONCRETEDRIVEWAY
EXISTING CONCRETEPANEL RETAINING WALL
15 15
14.51413.5
13
12.5
12
11.5
11
10.510.5
11
11.5
12
13
13.5
14
1414.5
140
SL 1426m²
546
EXISTING LIMESTONERETAINING WALL
(under construction)
exis
ting
fibro
fenc
e (p
oor c
ond)
no b
ound
ary
fenc
e
PEG GONE
PEG GONE
PEG GONE
PEG GONE PEGGONE
HOUSE WELL CLEAR
Aviary
EXISTING ROCKRETAINING WALL
(under construction)
PEG GONEPEG GONE
PEG GONE
PEG GONE
SEWER JUNCTION (M)IN 7.7 UP 3.4RL 10.78 (TOP OF RISER)INVERT LEVEL 7.38ABOUT 0.2m DEEP (riser)
SEWER JUNCTION (M)IN 7.6 UP 3.4RL 11.02 (TOP OF RISER)INVERT LEVEL 7.62ABOUT 0.2m DEEP (riser)
approximate position of sewer main & junctions
19.9
5
NOTE:• STORMWATER DISPOSAL TO SHIRE
REQUIREMENTS
SITE PLAN1:200
FUSE BOX
FW
DP
DP
DP
DP
DP
5003,000
500
1,50
0
3,250500
8,480500
3,750
25
1,5642,720
UNIT 1FFL 11.500APPROX
GARAGEFFL 11.414
RL 14.030
RL 1
1.41
4
RL 11.414
existing l'stone ret. walltop of wall @ 14.030
brick pavedcrossover
trafficablelid to sewer
junction
existing water meter &power dome location's
RL 13.800
existing water meter &power dome location'sbrick paved
crossover tocouncil req's
RL 13.400
RL 13.000
RL 12.000
RL 11.000
gas/electric meterbox on pole
RL 14.030
existing l'stone ret. walltop of wall @ 14.030
existing l'stone ret. walltop of wall @ 14.600
existing l'stone ret. walltop of wall @ 14.600
existing l'stone ret. walltop of wall @ 14.030
slop
e do
wn
existing l'stone ret. walltop of wall @ 14.500
UNIT 2FFL 14.716APPROX
GARAGE/ STOREFFL 14.030
RL 14.100
RL 14.350
RL 14.600
RL14.600
RL 13.900
note! previousRL 14.000 to be
loweredRL
14.
00
new l'stone ret. walltop of wall @ 15.400
ALFRESCOFFL 14.630
b'paved @-1c
new l'stoneret. wall
top @ 14.60
RL 14.600
1200ø 1500d s'well
existing 900ø900d soakwell's
1200ø1200ds'well
instanthwu
Note! refer to sheet 1"ground floor plan" for
stepped footings
existing l'stone ret. walltop of wall @ 14.030
VerandahFFL 14.630
b'paved
grano @ -8c
remote gate & intercom
approximate extent ofovershadowing 98m²
Overshadowing Calculations
Lot 2 (#94A) Area = 350m²Common property share = 48.5m²
Total Area = 398.5m²
Area of shadow caston June 21st @ 12pm = 98m²
24.6% of the adjoining site area (25% allowed)
existing 1500ø 1500d soakwell w/-trafficable lid & drainage grate
existing 1500ø 1500d soakwell w/-trafficable lid & drainage grate
CP 3124m²
SL 2350m²
DP
DPDP
FLOOR AREASFLOORFIRST FLOOR
GROUND FLOOR
LOCATION
HOUSE
ALFRESCOGARAGE/ ...HOUSE
AREA
147.92147.92 m2
74.8965.2249.62
189.73 m2
337.65 m2
PERIMETER
51.1051.10 m
43.5132.5628.34
104.41 m155.51 m
SHEET 5 of 6
NOTE!COASTAL CONDITIONS
APPLY. REFER TO ENG'S
NOTES & DETAILS
NOTE!A2 PLAN
GSPublisherEngine 0.0.100.100
PLANNING DRAWINGSTHIS IS ONE OF THE DRAWINGS
REFERRED TO IN THE CONTRACT.
DATED:......./......./.......
BUILDER
OWNER
OWNER
WITNESS
WITNESS
WITNESS
REV VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
MM 18.08.16 MMB REDESIGN MM 05.10.16 MMC PLANNING MM 03.12.2020 MMD PLANNING MM 26.12.2020 MM
BUILDING POSITION NOT GUARANTEED DUETO BOUNDARY PEGS MISSING. REPEGRECOMMENDED BEFORE CONSTRUCTION. IFHOUSE IS REMAINING, REPEG RECOMMENDEDBEFORE DESIGN.
SL 1426m²
SL 2350m²
AREA : 857m² & 898m²LOT No: 140 & SL 1 & 2
YES (SEE THIS PLAN FOR DEPTHS TO JUNCTIONS)
20151050
SIGNEDCLIENT / S
WITNESS
SIGNEDBUILDER
WITNESS
DATE00026
(BUILDER)
CLIENT / S :
SHEET No :
JOB No:
CHK.VARIATIONS[all sheets]
Local Authority :
----------------------------------- 5 of 5
DAVID SMART
96 & 98 OCEAN DRIVE,QUINNS ROCKS.
DWN. DATE
SITE PLAN 1:200 at A2LICENSED LAND & ENGINEERING SURVEYORSR. G. LESTER & ASSOCIATES
SHOP 7, NORTH BEACH PLAZA1 NORTH BEACH ROADNORTH BEACH, WA 6020
[email protected]: 9448 5009 - FX: 9203 6722
7318(2)140 & SL 1 & 2TITLE DETAILS
LOT NOs:
FOL:
C/T VOL:
All sewer details plotted from information suppliedby Water Corporation Spatial Information Management.Refer to the disclaimer note on Water Corp E PLAN.
IMPORTANT NOTE:LOCATION OF BOUNDARY PEGS & IMPROVEMENTS NOT GUARANTEEDUNLESS BOUNDARIES ARE REPEGGED AT TIME OF SURVEY.CHECK TITLE FOR EASEMENTS, CAVEATS & COVENANTSPLUMBING CONTRACTORS TO CONFIRM SEWER DEPTHS BEFORE PIPE LAYING.REF NO: 61776 FILE NO: 3395 DATE: 2.9.13 DRAWN: SCB
WATER:
SURVEYOR SITE INSPECTION REPORTELECTRICITY:
PHONE:
SEWERAGE:
ROAD:
VEGETATION:
SOIL:
VIEWS:
REPEG:
GAS:
KERB:
UNDERGROUND
YES
BITUMEN
MEDIUM GRASS & WEEDS
SAND & POSSIBLE LIMESTONE AT DEPTH
REQUIRED
MOUNTABLE
YES
NOT SIGHTED
FOOTPATH: CONCRETE (good condition)
REPEG TYPE : OLD SURVEY AREA
OCEAN
HSV
W
SEWERAGEMANHOLE
TREE STUMP
SIDE ENTRYPIT
CommunicationPit
FENCE END
TREE
POWER POLESEWERAGEMANHOLE
T.B.M.
GRATEDDRAIN
POWERDOME
PHONE
STOP VALVE
HYDRANT
DRAINAGEMANHOLE
STREET LAMP
WATER METER
LEGEND
PILLAR PRE-LAIDWATER PIPE
pipe
WATER TAP
Block located about 300m from the ocean.
trw - DENOTES TOP OF RETAINING WALLPOSITION OF FENCES & WALLS IN RELATIONTO BOUNDARIES NOT GUARANTEED UNLESSREPEG CARRIED OUT AT TIME OF SURVEY.
Plan:
AUSTRALIAN HEIGHT DATUM (AHD)DERIVED FROM SEWER MANHOLELID LEVELS.
58371Strata Plan:
OCEAN DRIVE
LOCATIONREF.(MSD)158 - E - 10
W
T
W
PP
T
12.79
12.92
13.30 13
.29 13.30
13.21
13.27 13
.21
14.79
12.94
13.03
12.91
10.0210
.0510.20
10.80
11.0511
.0011.1911
.16
10.17
10.15
10.06
10.57
10.72
10.23
11.00
11.62
11.80
11.83
11.76
11.87
11.90
12.91
12.90 trw
12.92 trw
12.82
13.24
12.93
11.92
12.28
12.96
14.25
13.36
15.55
14.99
13.70
14.22 trw14.32 trw
14.31 trw
15.0315
.53
13.33
13.45
13.31
13.27
13.09
12.35
11.92
12.09
11.72
11.13
10.71
11.13
10.95
11.48
12.30
12.90
13.42
13.68
13.53
13.24
12.88
12.32
11.95
11.71
12.70
13.04
13.39
12.96
13.37
13.46
13.16
13.70
13.85
14.19
14.34
14.34
14.5814
.5514.59
14.88
15.28
14.42
15.05
14.59
14.68
14.04
13.97
13.54
13.03
13.59 trw
13.47 trw
13.49 trw
13.42trw
12.2812
.27
12.83
13.16
12.91
13.41
13.3413.04
13.5813
.39
13.03
13.0413
.41
13.54
13.69
13.49 trw
12.95
14.44
14.33
14.22
13.70
13.5512
.24
12.79
11.87
12.78
12.77
13.04
13.14
12.16 trw
12.81 trw
12.84 trw
12.84 trw
12.82 trw
12.86
12.93 trw
13.42 trw
14.32 trw
P
NO
RTH
STREET ADDRESS:
W
C
T
POSITION OF FEATURES IN RESPECTTO BOUNDARIES NOT GUARANTEED.PEGS MISSING AT TIME OF SURVEY.
ONLY OBVIOUS VISIBLE SERVICES HAVE BEEN LOCATED.PRIOR TO ANY EXCAVATION, CONSTRUCTION OR DEMOLITIONTHE RELEVANT SERVICE AUTHORITIES MUST BE CONTACTEDTO CONFIRM THE LOCATION OF ALL UNDERGROUND SERVICES.
PEG
BUSH
VERANDAH
concrete footpath (good condition)
ENCLOSED PATIO
EXISTING CONCRETESLAB RET. WALL
no b
ound
ary
fenc
e
EXISTING LIMESTONERETAINING WALL
PEG GONE
EXISTING CONCRETEPANEL RETAINING WALL
exis
ting
low
fibr
o fe
nce
TWO STOREYBRICK & METAL HOUSE
CONCRETEDRIVEWAY
HOUSE WELL CLEAR
existing fibro fence (poor cond)
SMH9.77
CITY OF WANNEROO
16.09
14.18 4.02
18.2
530
.35
28.2
3
30.3
5
3.006.1212.02
4.0014.1418.10
46.8
7
(48.
60)
84°55
'55"
90°90
°90°
90°
135°13
5°
90°90°
173°8'30"
90°
83°8'30"
101°55'35"
96°51'30"
141
138
142
WEATHERBOARD &METAL ROOF HOUSE
TBM 9.94 AHD
shed
bottom of bank
top of bank
top of bank
bottom of bank
top
of
ban
k
botto
m
of
bank
EXISTING CONCRETE SLABRETAINING WALL
BUSH
CONCRETEDRIVEWAY
EXISTING CONCRETEPANEL RETAINING WALL
15 15
14.51413.5
13
12.5
12
11.5
11
10.510.5
11
11.5
12
13
13.5
14
1414.5
140
546
EXISTING LIMESTONERETAINING WALL
(under construction)
exis
ting
fibro
fenc
e (p
oor c
ond)
no b
ound
ary
fenc
e
PEG GONE
PEG GONE
PEG GONE
PEG GONE PEGGONE
HOUSE WELL CLEAR
Aviary
EXISTING ROCKRETAINING WALL
(under construction)
PEG GONEPEG GONE
PEG GONE
PEG GONE
SEWER JUNCTION (M)IN 7.7 UP 3.4RL 10.78 (TOP OF RISER)INVERT LEVEL 7.38ABOUT 0.2m DEEP (riser)
SEWER JUNCTION (M)IN 7.6 UP 3.4RL 11.02 (TOP OF RISER)INVERT LEVEL 7.62ABOUT 0.2m DEEP (riser)
approximate position of sewer main & junctions
19.9
5
SITE SURVEY1:200
CP 3124m²
SHEET 6 of 6
NOTE!COASTAL CONDITIONS
APPLY. REFER TO ENG'S
NOTES & DETAILS
NOTE!A2 PLAN