Council archive · source document
Lee White Res. C 29.10.19 (002) · OPW21/0053
Attached to the e-mail Operational Works Application opw21/0053 - 5 Lunar Cres Noosa Heads.
Original PDF page 2, section 1. The text section number identifies this passage in the reader.
RPD CONTOUR SURVEY AS SUPPLIED BY LIVINGSTON SURVEYS - PH (07) 5444 2922
NOTE: ALL WINDOWS AND DOORS OPENING INTO
POOL ENCLOSURE TO COMPLY WITH POOL SAFETY
LOT 32 ON RP 94023 REQUIREMENTS (ALL LOUVRES MAX. 102mm BLADES)
POOL AND FENCING TO SPECIALIST CONTRACTORS
PARISH OF WEYBA SPECIFICATIONS - PLANS SHOWN INDICATIVE ONLY.
23
41
COUNTY OF MARCH
940
23
ALL 190 CONCRETE BLOCK RETAINING WALLS
42
RP
AREA - 653m²
940
LOCATED 150mm (MIN) OFF SIDE & REAR BOUNDARIES
RP
155°00' 26.103
25
23
24
25
Link-Block Retaining Wall
300 x 300 GRATED STORMWATER
PITS INSTALLED TO MAN. SPEC. 24
POOL
mo nce
ed
lish
De eside
1.8m HIGH TIMBER PALING
To ber R hset
BOUNDARY FENCE (TYPICAL)
Tim Hig
Deck ALL 190 CONCRETE BLOCK RETAINING WALLS
FL 23.24 LOCATED 150mm (MIN) OFF SIDE & REAR BOUNDARIES
Be
23
31
940
Low Block Retaining Wall
RP
22
.300 23
Sh ber
ed
Tim
90
23
PROPOSED
0" 25
FL eck
33
22.
940
D
RESIDENCE
RP
46'3
g
RL py Pe
e
05
enc
Re torey
260°
21.
m
21
32
FL eck
Du
sid
23.
Bri wo S
D
Eave 24.44
e
enc
Re torey
65°00' 30.156
T
ck
22
sid
4
6.0
Bri wo S
2
ve
SITE COVER (N.S.C.) -
Ea
T
ck
945
FL eck
23.
SITE AREA - 653m2
D
GROUND FLOOR SITE COVER ALLOWABLE - 50% (326.5m² max)
Gar Iron
FL 2 age
0.32
GROUND FLOOR SITE COVER ACHIEVED - 45.160% (294.9m²) GARAGE
32
.
Galv
UPPER FLOOR SITE COVER ALLOWABLE - 30% (195.9m² max)
GROUND FLOOR SITE COVER ACHIEVED - 13.185% (86.1m²) 1.8m HIGH TIMBER PALING
21
32
BOUNDARY FENCE (TYPICAL)
FL eck
653 m²
23.
D
DENOTES PROPOSED RESIDENCE - ROOFED OUTDOOR
20
Eave 24.64
2
.92
DENOTES PROPOSED RESIDENCE - UPPER FLOOR 300 x 300 GRATED STORMWATER
"6
PROPOSED DRIVEWAY & CROSSOVER TO PITS INSTALLED TO MAN. SPEC.
'20
COMPLY WITH N.S.C. REQUIREMENTS EXPOSED AGG.
59
DRIVEWAY
7°
DENOTES PROPOSED RESIDENCE - GROUND FLOOR 20
27
334°59'20" 15.456
y
ewa
Driv
SITE PLAN SCALE: 1:200
19
d
Pave
Brick
PLANNING SCHEME SUMMARY
Pit s
tu
Op
PLANNING ZONES - DETACHED HOUSING
19
wa gg
ive d A
LAND SUBJECT TO ACID SULPHATE SOILS OVERLAY
y
REMOVE EXISTING CROSSOVER &
D r o se
REINSTATE KERB & CHANNEL TO
- LOW POTENTIAL ACID SULPHATE AREA 5-20m AHD
t
p
en
Ex
N.S.C. REQUIREMENTS
c
LAND SUBJECT TO BUSHFIRE HAZARD OVERLAY e s
Cr
- POTENTIAL IMPACT BUFFER
HEIGHT OF BUILDING AND STRUCTURES OVERLAY - 8.0 METRES
RL Conc ail
i n se t N
Ra TBM
18. .
01
LOCAL AUTHORITY -
r 18
18
m
a
NOOSA SHIRE COUNCIL un L
STORMWATER TO DISCHARGE INTO EXISTING
SYSTEM TO N.S.C. REQUIREMENTS
SEWERAGE TO N.S.C. DESIGN
REV. AMENDMENT DESCRIPTION DRAWN CHECKED DATE BUILDER NOTES CLIENT PROJECT Start Date: 09/07/19 JOB No:
A ISSUED FOR BUILDING APPROVAL APPLICATION. TW TW 17/09/19
1. ALL DIMENSIONS ARE TO BE VERIFIED PRIOR TO COMMENCMENT OF WORK.
2. GIVEN DIMENSIONS ARE TO HAVE PRIORITY TO SCALED DIMENSIONS. LEE WHITE PROPOSED RESIDENCE Issued Date: 29/10/19 025/19
B CLIENT AMENDMENTS. ISSUED FOR BUILDING APPROVAL APPLICATION. TW TW 30/09/19
3. ALL GROUND LEVELS ARE APPROXIMATE ONLY AND SHOULD BE VERIFIED. REV No:
C CLIENT AMENDMENTS. ISSUED FOR BUILDING APPROVAL APPLICATION. TW TW 29/10/19 4. ALL PLUMBING AND DRAINAGE IS TO COMPLY WITH STANDARD SITE ADDRESS Scale: 1:200 @ A2
SEWERAGE BY-LAWS AND REQUIREMENTS OF THE LOCAL AUTHORITY.
5. CONTRACTOR TO IMMEDIATELY NOTIFY DESIGNER OF ANY DISCREPENCIES.
DRAWING C
6. ALL WORKS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE LOT 32 (No.5) LUNAR SITE PLAN
Design by: TAYLOR'D Distinction
CRESCENT, NOOSA HEADS
QBCC No. 1272680 MOB: 0418 510 590 [email protected] CURRENT BUILDING CODE OF AUSTRALIA , AMENDEMENTS AND IN
E-mail: [email protected] Ph: 0403 871 366
QBCC LICENCE No. - 1141195
ACCORDANCE WITH RELEVANT TRADE AND TECHNICAL MANUALS.
Drawn by: TW 01
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