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Plans
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Plans and drawings
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Log in to see the plans as drawn SITE NOTES:
94
3.
4.
00
No Peg Fd
4.2
5
4.00
04
4.
50
4.
4.5
0
4.7
5
75
4.
5.00
5.25
(Dam)
12
18
5.50
4.
5.
5.75
66
62
55
4.
4.
tn
5.
5. ld S
6.05.61
02
Fie
4.
60
0
6.25
4
795
LEGEND 7
6.50
O W RP903873
194 26)
F
(95
2
6.75
77 .1
5. 6
°30
16
6.
6
7.00
.
1
4.
42
6.
4.25
n
St
DP
'
7.25
ld
0
Fie
8
600
6 5.2
4. 5 2
5.
33
50
W
7.50
5.
FO
4
Ch
5.
76
DP
59
DP
51
7.75
5. 7
4.7
5.
6
9
2
ain
7.
5.
4
9
6.
6.
5
81
6.
92
DP
wir
6.
DP
5.0
0
eF
80 8
0
6.7
5. 3
9 9 6.
5. DP
5.2
75
enc
.L.
80
83
6.
5
5.
7.
DP
P
F.
e
5.
50
56
DP
7.
8.00
02
7.
/1
5.
5/
75
62
10
7.
DP
S
9
65
8
T*
6.
6.
46
84
6.
6.
7.
00
8.25
88
56
6.
DP
26 W
54
08
58 8.
6.
6.
54 W
25
8
81
FO
30 W
5
7.
6.
3
64
1
FO
8.
6.
00
FO
6. 68
65
67
6.
6. B
8.50
2
8
1
6.
DP
MS
8.
.7
50
876
39
29
7.
6.
13
8.
7.
6.7
1
Ex
5
0
7.
8.75
0
Gra
8
17
6.
8.
7.00
vel
75
8.
9.0
7.25
D
17
64
0
7.
8.
rive
n
(Shed)
St
66
10
ld
7.50
Fie
25
7.
8.
9.
Field Stn
wa
9.
16
10
25
8. 54
9.
y
8.
7.75
20
9.
34
23
9.
6
9.
5
10
8.00
12
8.
9.
31
9.
9.
9.
50
32
8.
13
8.2
Corner not
7
5
6
9.
9.
surveyed
'
117°00
71
9.
28
9.7
te
8.5
9.
62
41
0 5
Ga
9.
9.
21.823
64
9.46
Steel
Corner not
8.
8.7
128°00'
59
5
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Full text of the other 5 sections
Section 2
surveyed
10.
9.
9.0
9.
0
73
9.2
61 No Peg Fd
59.956
5
9.
242
9.50
9.7
Overhead Power Line
5
PP
0
10.046
10.042
.2
EMT B
32°30'
32°45'
10
PP
PANGOLA EMT B LANE 25.000
EMT B TBM Corner not
Nail in Kerb surveyed
RL 10.25m AHDD
0'
60.000 297°0
Corner not
surveyed 308°00' Corner not
surveyed
4
RP903873
[OCR of page images]
\
SITE NOTES:
LOT NUMBER: 6
<—™ is REGISTERED PLAN NUMBER: RP 903873
a NOTE: TO OTE HeUSS atae / LGA: NOOSA SHIRE COUNCIL
10 Be 390m ABOVE / LOCALITY: COOTHARABA DOWNS
AREA 4.652 ha
FINISHED GROUND LEVEL SITE COVERAGE 0.50% (Proposed Dwelling Only)
STORM WATER SYSTEM TO yrrers
COUNCIL REQUIREMENTS
NOTES:
11 DOWN PIPES -
TO OWNER SUPPLIED TANK.
ENGINEERS DESIGN o
PU ae OVERFLOW TO SPOON DRAIN. . Gar ouensons | ne 10 HAVE PRIORITY
NOMINAL ,
s /
EARTH WORKS APPROX HSTP 3, ALL SeouN LEVELS ARE APPROXIMATE
F.P.L. 6.70 \ IRRIGATION AREA. REFER 2 ,
: s
F.F.L. 7.09 \ HYDRAULICS! REPORT _\ 4. ALL PLUMBING AND DRAINING IS T0 COMPLY
\ 4 £ WITH STANDARD SEWERAGE BY-LAWS AND
FINAL PAD LEVEL 10 BE | REQUIREMENTS OF THE LOCAL AUTHORITY.
CONFIRMED ON SITE.
: ° A 5. ALL STAIRS ARE TO HAVE 190mm MAX
L _ a Na RISER AND 250mm MIN GOINGS.
_ ~~ APPROX of ,—\ a 7
LEGEND HTN AEN wen 6, ALL WORKS ARE TO BE CONSTRUCTED IN
Te J ge Ken oO” ACCORDANCE 10 THE CURRENT NATIONAL
LIGHT POLE PROPOSED CONSTRUCTION CODE AND ALL CURRENT
PPO PONER POLE NOTE: ~ - ; LLING J RELEVANT TRADE AND TECHNICAL MANUALS.
All landscaping, fencing and ; ae
a PONER BOX compliance with landscaping eo 7. DISCLAIMER
—\-— POWER LINE covenant is the responsibility x DRIVEWAY, PATHS, CLOTHES LINES,
%— UNDERGROUND ELEC of the owner, U.N.O. L STORM WATER LINES, LANDSCAPING, LETTER BOX,
<> __ TELSTRA PIT "e HOT WATER SYSTEM & GROUND PITS ARE
TELSTRA LINE é DIAGRAMMATIC ONLY. FOR SHAPE OR POSITION
ey 22,500LT WATER REFER 10 THE BUILDERS SPECIFICATIONS
GAS MARKER NOTE:— TANKS BY OWNER FOR DETAILS
°—— GAS LINE MINIMUM F.F.L. 3.80m AHD
© _ SNR MANHOLE AS PER FLOOD SEARCH 8. ALL DOWNPIPES TO BE INSTALLED IN ACCORDANCE
> — SEWER LINE WITH THE CURRENT NATIONAL CONSTRUCTION CODE
SGN 3.5.3.5 DOWNPIPES MUST NOT SERVE MORE THAN
AA TEMPORARY BENCH MARK 12m OF GUTTER LENGTH FOR EACH DOWN PIPE
© PERMANENT SURVEY MARK ,
OPo ORIGINAL PEG NOTE: — 9, OWNER TO PROVIDE/INSTALL SITE DRAINAGE
RETAINING WALLS (IF REQUIRED) AND AFTER HAND OVER’ AS REQUIRED
® LOCATOR POTHOLE EMBANKMENT STABILISATION BY OWNER
[FIRE HYDRANT 10. DRIVEWAY BY OWNER.
oO OWNER TO APPLY AND SEEK
Oso vive ALL APPROVALS FOR THE DRIVEWAY, PAY
NOTE: ___\e8# ALL BONDS AND HAVE FINAL INSPECTION.
mi WATER METER HSTP TO BE SUPPLIED AND INSTALLED
*"—— WATER LINE BY MORCRAFT HOMES. REFER 3
STORMWATER MANHOLE HYDRAULICS REPORT FOR LOCATION c
FJ culty crate AND DETAILS OF HSTP AND | —
El ROOFWATER PIT IRRIGATION AREA ews AIS EMT B a\o A 90 =e
= ae 2500 om
——_*—— STORMWATER LINE \ PANGOLA 60.000 LANE | 79700
SB ROCK RETAINING WALL — -
TIMBER RET WALL 308°00
——1—— TOP OF BANK —
——e—— TOF OF BANK
———— FENCE
© COPYRIGHT OWNED BY SCALE CLIENT
D.G.GUEST. 1:500 MR D. HARPER __ SITE PLAN
JOB NO .L.
LICENCED 10 USE GRANTED SOLELY TO COASTBUILD PTY LID 00869 POT) OT B PANGOLA LANE
BSA LIC 1057734 COPY IN WHOLE OR PART SIGNED
IS STRICTLY PROHIBITED WITHOUT WRITTEN PERMISSION MORCRAFT oF 90:05:91
HOME Ss waa COOTHARABA DRAWING No
HOUSE TYPE a _
Ye FLORIDA 140 MODIFIED BUILT RIGHT. FROM THE START | of i 20056 | J)
Section 3
B
A C
D
450 EAVE (TYP)
DP DP
06/22 FG tgh, 905 sill DP
21/62 STACKER
oxxxxo 950 OHC RH OHC PANTRY
REF
DP SPACE
GAS CT/
DOWN
UBO
2550
RAKE
18/06
1350
TO
DH
VINYL 21/31 STACKER, oxx DP
21/31 STACKER, xxo
2850 M/W SINK
CEILING 1000
18/06
DWP
DH
15/24 SW xox
2850 CEILING
3000x900
2850 CEILING
RAKE ISLAND
DOWN RAKE
TO VINYL DOWN
2550 TO
2550
18/27 SW, xox DP
CARPET
VINYL
18/06
DH
2550
820
CEILING 2 x 520
VINYL 12/03
LBW 820 CS FG obs
W/M 820 820 LINEN WC
SPACE DRY 4xSHELVES 600 750 720
12/24 SW xox,
TUB
DP 720
FS BATH
TAP
obs tgh
M/H 820 CS
1800
TR
VB
70mm fwg
STEP 720
TR
CARP. VB fwg
DOWN CARPET CARPET HOB 445
1530 HOB
445
900
2200 12/03
RSE DP FG obs
21/12 MSD 21/12 MSD SHWR RSE RSE
TAP
1200
18/09 SW 18/09 ROBE ROBE 18/09 SW 09/06 DP 03/12 18/06 SHWR
F S SW SW obs AWN obs DH
03/18
AWN obs
DP
HWS
GAS
2 x 620 2 x 620 21/09
ALUM
STORE -
DP 4xSHELVES
MSB
GAS
BOTTLES
BY OWNER
Section 4
22640
450 8440 4580 4190 4530 450
NOT TO SCALE B
70 4440 KITCHEN 70
230 12720 LIVING/DINING/KITCHEN 70 A C
70 13330 70 4190 COURTYARD 230 4070 BED 1 230
450 230 16840 LIVING/DINING/KITCHEN/HALL 70 4370 230
D
8070 TERRACE
195 140 3630 140 3630 140 195
195
450 EAVE (TYP)
DP DP
140
4000 TERRACE
3550
3550
3665
450
06/22 FG tgh, 905 sill DP
21/62 STACKER
oxxxxo
70
950 OHC RH OHC PANTRY
REF
1740
DP SPACE
GAS CT/
230
230
230
230
DOWN
1605
UBO
2550
RAKE
18/06
1350
TO
DH
5900 DINING/KITCHEN
VINYL 21/31 STACKER, oxx DP
21/31 STACKER, xxo
2850 M/W SINK
CEILING
230
230
1000
18/06
70
DWP
DH
5290 DINING
5890 LIVING
15/24 SW xox
2850 CEILING
3000
3000x900
4000 BED 1
2850 CEILING
ISLAND
3140
3000
5890
5890
RAKE
RAKE
4230
DOWN
4000
TO VINYL DOWN
2550 TO
2550
230
230
230
230
18/27 SW, xox DP
16940
16940
CARPET
70
VINYL
18/06
HALL
DH
70 1000
70 1000
530 1000
2550
820
CEILING 2 x 520
70
930 90
70
70
VINYL 12/03
1605
LBW 820 CS FG obs
70 2570
230
70 70
820 820 LINEN WC
70 2700 ENS 90
90
90
W/M
SPACE DRY 4xSHELVES 600 750 720
12/24 SW xox,
TUB
720
230 3380 BED 3
230 3380 BED 2
DP
FS BATH
TAP
obs tgh
230 3380 WIR
820 CS
2860
70
M/H
1800
TR
2302780 BATH
VB
3380
70mm fwg
1700
STEP 720
TR
CARP.
1810 WC
6670 GARAGE/LDRY
DOWN VB fwg
CARPET CARPET HOB 445
1530 HOB
6050 GARAGE
445
900
230
70
2200 12/03
70 540 70
RSE FG obs
1200
DP
1270
21/12 MSD 21/12 MSD SHWR RSE RSE
6050
TAP
1200
6140
18/09 SW
18/09 ROBE ROBE 18/09 SW 09/06 DP 03/12 18/06 SHWR
SW SW obs AWN obs DH
F S
450
70
03/18
AWN obs
DP
3740
2840
HWS
GAS
2 x 620 2 x 620 21/09
230
230
ALUM
450
450
70 540 70
STORE -
DP 4xSHELVES
MSB
GAS
BOTTLES
BY OWNER
70 70 70 70
230 6600 LIVING 70 2100 LDRY 70 2810 70 2820 70 930 1530 1350 1530 1660 70
70 70
230 6450 70 2810 BED 3 70 2820 BED 2 70 930 1530 BATH 1800 WIR 70 2810 ENS 70
70 70 WC
230 6450 GARAGE 230 1230 1350 1350 70 5870 70 2200 70
70 3000 70
450 2320 1885 3140 1885 1230 2910 5870 2340 610
22640
Section 5
PIT
CH
25°
450
CEILING
2550 FL TO CL
2590 SLAB TO
JOINERY
UNDER SIDE
OF TRUSS
18/06 15/24 2340/48
2100
NOMINAL
F.F.L. 7.09
F.P.L. 6.70
390
L
APPROX NG
ELEVATION - A
PIT
CH
25°
450
CEILING
2550 FL TO CL
2590 SLAB TO
JOINERY
UNDER SIDE
OF TRUSS
12/03 18/27
FG 21/31 STACKER 21/62 STACKER
2100
oxx 06/22 FG oxxxxo
NOMINAL
F.F.L. 7.09
F.P.L. 6.70
390
ELEVATION - B
Section 6
5°
CH2
PIT
450
CEILING
2550 FL TO CL
2590 SLAB TO JOINERY
UNDER SIDE
OF TRUSS 18/ 12/24 18/06
21/09
2100
09
ALUM
NOMINAL
F.F.L. 7.09
F.P.L. 6.70
390
APPROX NGL
ELEVATION - C
PIT
CH
2 5°
450
CEILING
2550 FL TO CL
2590 SLAB TO
JOINERY
UNDER SIDE
OF TRUSS
MSB
09/06 03/18
18/09 18/09 03/12 18/06 12/03
FG
2100
NOMINAL
F.F.L. 7.09
F.P.L. 6.70
390
ELEVATION - D