Council archive · source document
OPW11/0043 Development Application part 2 of 2 plans 29 Wyuna Dr NOOSAVILLE
Plans and drawings: the text below has words only, no drawings.
CORRESPONDENCE
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. .546
VI
THIS IS THE NEXT PART OF A
MULTIPLE PART RECORD
Part 2 Of Z
Application number:
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Page 2
D
O
O
BOAT
LOA= 6.7m
BEAM =2.5m
J
O
PROPOSED 1 00
TIMBER JETTY
JETTY
900
11 °53'20'
SITE PLAN
PAUL CLOUT DESIGN GENERAL NOTES: CCLIENT WANE: DULEY, Gregg & Ann
SITE ADDRESS.: 29 Wyuna Drive, NoosaviIle
PAUL CLOUT Suite 4, 44 MARY STREET, NOOSAVILLE Use written dimensions only. DO NOT scale drawings. Contractors to verify all
PO BOX 152, NOOSAVILLE, QLD 4566. dimensions on site prior to commencing works. Site location is Category W41 or
to engineer's requirements. These drawings are to be read in conjunction with
DRAWING TITLE: PROPOSED JETTY
BSA LICENCE: 1066417
DRAWING DATE: 23/08/10 sGtE: 1:200 on A3
engineer's design and details, the accompanying building specification and
PH: (07) 5440 5388
EMAIL: [email protected]
FAX: (07) 5440 5399
WEB: www.pauldoutdesign.com.au
schedule of finishes. If in doubt, please request clarification. DO NOT ASSUME.
L
DRAWING DATE: 04/11/10
]1.0j
Page 3
NOTES:
1. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS I
OR DURABILITY CLASS 2 TREATED TO HAZARD 5 OF APPROVED SPECIES
AND HAVE A MINIMUM STRESS GRADE OF F14 MIN.
JETTY USE:
2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH SINGLE USER, PRIVATE
THE ENVIRONMENTAL PROTECTION AGENCYS' OPERATIONAL POLICY -'BUILDING NO VEHICULAR ACCESS
AND ENGINEERING STANDARDS FOR TIDAL WORKS.'
3. ALL STAINLESS STEEL BOLTS, RODS, ETC., SHALL BE APPROVED MARINE
GRADE 316. ALL OTHER STEELWORK INCLUDING NUTS, BOLTS, WASHERS, WALKWAY DECK VERTICAL
WYUNA DRIVE DESIGN LIVE LOAD - 2.0 kPa
SCREWS, NAILS, ETC., SHALL BE HOT DIPPED GALVANISED OR STAINLESS STEEL.
4. ALL SILT AND DEBRIS SHALL BE REMOVED FROM FULL DEPTH OF PVC PIPE
BEFORE REINFORCEMENT IS PLACED AND PIPE IS BACKFILLED WITH CONCRETE. MAXIMUM MOORED VESSEL - 5m
BERTHING VELOCITY - 0.5 nVsec
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS.
DECKING:
25 x 140 F14 MAD FDCED
TO BEARERS WITH TWO
STAINLESS STEEL SCREWS
TO EACH SUPPORT
HANDRAIL
RIGID HANDRAIL
TO COMPLY WITH
COUNCIL REGULATIONS
G AA DULEY
r#4 PROPOSED JETTY
LOT 14
(No.29)
WYUNA DRIVE
NOOSA HEADS
UNLESS NOTED OTHERWISE John Norden
ALL TIMBER SHALL BE 150 x 75 HWD §a & Associates
ACN 010 263 8777
N
StrucMl I CMI DWpi EnyInem
Sills 18 TrweMYl PIm'
PoYrlw Avenue/ PO Box 206
T,w nl 0 4585
I
SITE PLAN Ph 07 54487137 Fa 07 54497172
Emet In_eoYhnndeonr et
9 REAL PROPERTY
DESCRIPTION
LOT 14
N10576 CPEng. MIEA at. RPEQ
PARISH WEYBA
COUNTY MARCH WORKING DRG
FRAMING LAYOUT JETTY HEAD: 10.465 sq m
10/162-1
Page 4
HANDRAIL
RIGID HANDRAIL TO COMPLY
WITH COUNCIL REGULATIONS
DO NOT FIX JETTY -
TO REVETMENT WALL
GRADE WALKWAY EVENLY
FROM REVETMENT WALL
TO JETTY HEAD TOP OF WALL RL 1,05
HEAD -
RL +0.64 HAT +0.56
MHW +0.34
EXISTING REVETMENT
MLWS=0.28 V-/
WALL
SIDE ELEVATION II I I ^ I
NB
II II III
ALL SILT AND DEBRIS SHALL BE REMOVED
FROM FULL DEPTH OF PVC PIPE BEFORE II I I I I
REINFORCEMENT IS PLACED AND PIPE
IS BACKFILLED WITH CONCRETE.
II I I II
25 x 140 HWD DECKING
Li u u u
FIXED WITH TWO SIS TYPE 17
SCREWS TO STRINGERS
FRONT ELEVATION
150 x 75 HIND JOISTS
ONE U16 VERTICALLY 0 750 NOM CRS
TYPICAL U.N.O.
75 x 75 x 5 STAINLESS STEEL ANGLE
1-116 STS TO HEADSTOCK
1-MiS 51S THROUGH PILE SECTION /"C
130 1
SECTION (A
1:0 1
G & A DULEY - RAINK PLTD T/A
John Norden
PROPOSED JETTY
SNI6VERTMJLLLY LOT & Associates
RS SPIRAL TIE 0 300 PITCH
CPEng. UIENN, RPEO.
32 MPs GROUT (No.29) SButdN I C" Design Enginsem
WYUNA DRIVE Subs 16 7ewentin Pleats'
WORKING DRG
PILE DETAIL Pohtlene Avon. I PO Bmc 206
Towenin 0 4565
NOOSA HEADS JJ
Ph: 07 54497137 Fu: 0751497172
Em.E p_e0keenade.on.nel 10/162-2
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OPW11/0043 Development Application part 2 of 2 plans 29 Wyuna Dr NOOSAVILLERelated documentApplication case desk ↗
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