Council archive · source document
04.1 - Magarry_permit _21 Dec · OPW18/0008
Attached to the e-mail Operational Works Application OPW18/0008 - Domestic Marine Structure at 6 Mermaid Quay NOOSAVILLE.
Original PDF page 2, section 1. The text section number identifies this passage in the reader.
Lot Descrip
SITE COVERAGEon Legend Final loca on of walls, gardens, paved Sewer line loca on to be confirmed on site prior to
SITE COVERAGE
SITEZONED
COVERAGE R20 R20 areas TBC. on site by builder/client construc on of pool and/or proposed dwelling
Lot
SITE: COVERAGE
ZONED 120 Pool Water Exposed Aggregate Gravel/Stone Garden Beds
% ALLOWED
Plan : % ALLOWED 50%
RP 842150 Sediment control measures to be Pool fencing and gates in accordance with local authori es
ZONEDZONED
SITE
Area AREA
: SITE AREA R2050%2
R20
1,099.00m 2 taken on site during construc on regula ons + A.S. 1926.1 Loca on TBC. on site by builder/client
1,099.00m
% ALLOWED
% ALLOWED
SITE
ParishCOV.
:SITEAREA
COV. AREA 50%
50% 2
WEYBA
317.68m317.68m
2
2 Timber Deck Tiles/Paving Concrete Lawn Final loca on of site drains to be All stormwater drains to be 100mmØ UVPC sealed system in
SITE
County
SITESITE
AREA AREA
: 1,099.00m
MARCH
1,099.00m 2
COV.SITE=28.9%
SITECoverage
Site COV. : =28.9% (317.68m2) 2
AREA
COV. confirmed on site by builder/client accordance with A.S. 3500.3 To disperse 170m2 max. roof area
SITE COV. AREA 317.68m
74
SITE COV. =28.9%
1.
SITE COV. =28.9%
87
ROOFWATER
1.
LEVEL IL 1.74
LAND SUBJECT TO FLOOD INUNDATION.
2.00 MINIMUM FLOOR LEVEL TO BE 2.7 AHD AS PER
CONSTRUCTION OF DRIVEWAY AND CROSSOVER U/G NOOSA COUNCIL REQUIREMENTS. REFER FLOOD
TO BE IN ACCORDANCE WITH LOCAL POWER INFORMATION CERTIFICATE 24.04.17
RENDERED AND PAINTED
AUTHORITIES REGULATIONS (FINAL SHAPE/SIZE BLOCK LETTERBOX STATEMENT
TBC ON SITE BY BUILDER) 5
17 .00
PA TE
DATA PLOTTED FROM AXIS SURVEY (JOB NO.
TH
OT RE
0°
00 0 2.25
FO ONC
50x50mm (nom) POWDERCOATED DARK L 1701465 DATED 07.04.17)
6,1 00'
PROFILE VERTICAL BATTEN GATE, FENCE DATA TO BE CONFIRMED PRIOR TO
C
"
AY
TO 2
AND SUBSTRUCTURE. TO BUILDERS DETAILS
CONSTRUCTION BY BUILDER
NI 5
00 87
QU
B EX
0 "
IST
7
'0
IN
NA
.
90° LAWN G NOTE - NOMINATED
OR
11
TIM
D
°
BE HARDSCAPING/LANDSCAPING ITEMS SUCH AS
80
AI
M T R FE
/B AP DRIVEWAYS/PATHS/GARDENS ETC. ARE
OX NC PROPOSED GAS
M
00
TBM O.SCREW E LOCATION ARCHITECTURAL SUGGESTIONS ONLY. REFER
3,5
IN KERB AHD GA
ER
TE BUILDERS SPECIFICATIONS FOR SPECIFIC DETAILS
00
RL/M 1.881
GA
S
M
1,5
LOT 121
OF L/
RO WAL
(
AC EXP (31 NOTE - EXISITNG DRIVEWAY TREE RELOCATION/
TO
42
REMOVAL TO COUNCIL REGULATION - T.B.C
SEWER LINE LOCATION TO BE CONFIRMED .0 EXISTING RENDERED BRICK
31
UN OS 17
2.
2.
00 73
ON SITE PRIOR TO CONSTRUCTION OF IT ED 0° & TILE HOUSE W/A PRIOR TO CONSTRUCTION/ SITE WORKS
36
39
AG '0 )
2.
4.
PROPOSED DWELLING G ) 0" PROPOSED REFUSE
LOCATION
16
S
2.
RD
CO
DP
RE
60
43
94
OM
5"
TC
25
2.
1.
2.
FR
'4
6.8
ED
EN
13
PROPOSED CLOTHES
TT
8 LINE LOCATION
2°
LO
M
0"
NP
.15
8
SE
0
IO
'
AT
00
EA
2 5
1800h BLOCK
OC
°
WORK FENCE
2
EL
60
CENTRE ARC LOCATION
LIN
33
OF DRIVEWAY
98
2.
POOL PUMP, FILTER LOCATION
ER
1.
TAP
W
14
67° .194
SE
0"
DPx2
OX
1,4
ALL DOWNPIPES TO BE 100mmØ OR EQUIVALENT
03
0
PR
2.
TO DISPERSE 50m2 MAX. ROOF AREA
58'
6,3
AP
13 S/
3
BOARD DP FRAMELESS GLASS POOL FENCING TO
COMPLY WITH WITH ALL LOCAL 6,782mm
2.50
2.25
2.00
1.75
1.50
1.25
1.00
GARDEN
APPROX LOCATION OF AUTHORITIES REGULATIONS AND AS1926.1
6,468 HOUSE CONNECTION POINT
(21.859)
38
44
2.
LAWN
0.220
2.
DRIVEWAY GARDEN DP 133° 38' 20"
51
39° 26' 50"
49
2. 57
EXISTING TIMBER FENCE
3.194
133° 38' 20"
57
2.
2.
SEWER
97
2.
(EXPOSED AGG)
2,001
POOL
1.
M/H
2,201
LEVEL NIB/
TO TWO
TO UPPER
PROPOSED GATE
STORY
08
LAWN
WALL
GARDEN
ROOF
2.
POOL
4,220mm
GATE
DWELLING
16
223° 38' 20"
10.864
2.
SIGN
STREET SIGN DP
CONCRETE PAD) TOP OF LIVING POOL
R.L. 2.110(nom)
(TILES)
TIMBER DECKS)
SLAB R.L. 2.700
(DECKING ON
(310. ° 55'
LOCATION TOP OF FIRST
(RAISED
UP
T.B.C BY BUILDER
19 45"
LEVEL SLAB
48
2.
0.40° 55' 45"
98
4)
1
96
1,523mm
R.L. 5.750
1.
1.
91
44
95
39
2.
0.
2.
T.B.C BY BUILDER
42
(JETTY BY OTHERS)
16
2.
2.
36
UP R.L. 1.390 (nom)
2.
17 3.
PR
(RAISED TIMBER
AM
99
CANAL
96
DP DECK)
1.
6°
40
' 0 (TIMBER DECK OVER
R.L. 1.930 (nom)
4,730mm
0
5,920
97
0" CONCRETE)
1.
UP
R.L. 2.650 (nom)
R 18,250 DP TO UPPER LEVEL WALL
36
4,920
2.
DRIVEWAY SITE
2,203
LEVEL NIB/
TO UPPER
DRAIN
2,003
RADIUS
TO TWO
ROOF
TO UPPER
STORY
SITE TAP
TO WALL
94
50
DP DPx2
WALL
(TBC)
96
1,503
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