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Approved Plans MCU21-0003 & OPW20-0106
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LOT: 160
BOUNDARY
PROPERTY
BOUNDARIES TO BE CONFIRMED
11.666
RP: N21859
10°27'
BY CLIENT SURVEY LOT: 159
(CONSTRAINED)
RP: N21859
(CONSTRAINED)
3000
N # NOTES:
LOT: 169 750 750 3.213
97°27' 1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
RP: N21858 2.839 3.0
m 750 750 CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
(CONSTRAINED) 84°52' 1.0
m
14.440
PROPOSED STAIRS PROPOSED STAIRS
04°38'
TRANSLATION OF 1.5m PROJECTED
1000
TO BUILDERS DETAILS. TO BUILDERS DETAILS. 2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
45°
TJ
45°
SIDE BOUNDARY SETBACK TO TJ
THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
2.0 PROVIDE EQUITABLE WAA WIDTH
m EXISTING - "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
FROM TIDAL LAND ACCESS
4.75 REVETMENT WALL
4 CORRIDOR
110° 3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
6.085 51'
1.450 P1 MARINE GRADE 316.
P1
2546
63°39' 750 750 126°07' J1
PROPOSED VEESSEL B1 ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
SIZE BY OTHERS (6.0m x DO NOT FIX JETTY AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
1500 HANDRAIL TO DETAIL.
2.0m) TO EXISTING RIGID HANDRAIL TO
REVETMENT WALL 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
P1
5 COMPLY WITH NOOSA
13 .92
P1
AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
0m
7° 3 B1 COUNCIL REGULATIONS.
2546
15
3.
' J1
5m
D
Y
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
#
PROJECTE
4
BOUNDAR
22
1.
7. °38' HIGH SET TIE-UP RAIL
56 BY OTHERS.
P1
SEABED ANCHOR B1 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
P1
A
11500
27.7 TO DETAIL
WA
20 ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
110°
02' CONSTRUCTION WORKS.
4. 0 0°
2546
15
J1
14
6 7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
.73 7'
5m
0
3 °1 B1 FLOOD LEVEL RECORD FROM BOM DATA.
P1
61
1.
P1
PRO MERBAU TIMBER TIE-UP RAIL
2712
JE BY OTHERS.
BOU CTED LOT: 158 DECKING (140 x 25)
NDA ~2.
RY 0m BY BUILDER
RP: N21859 J1
ED
E CT RY B1
OJ DA (CONSTRAINED) P1
PR UN PROPOSED BOAT LIFT PROPOSED BOAT LIFT
P1
AW
13 °33
BO
15
AA W BY OTHERS (6.0m x 2.0m) BY OTHERS (4.0m x 2.0m)
.02 '
AA 150 1200
1
2
~2. TYP.
0m
AA
PROJECTED
BOUNDARY
AW
PROPOSED SHARED JETTY JETTY FRAMING PLAN JETTY LOADING CRITERIA:
REFER DETAILS 1:100
FOR DESIGN ELEMENTS JETTY LIVE LOADS: = 2.0 kPa
AA
AW
W
PROPOSED VESSEL SIZE 0m APPROVED MOORED VESSEL (MAX.)
AA
BY OTHERS (4.0m x 2.0m) 3. FRAMING SCHEDULE
NEIGHBOURING LENGTH: = 5.0m
JETTY OUTLINE
PIERS: WEIGHT: = 1500 Kg.
P1 - 200Ø HWD. PIER, H6 TREATED. BERTHING VELOCITY: = 0.5m / Sec.
(15
QU m O
BEAMS:
.0
AY FFS
NE )
LI SET AS CONSTRUCTED B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
LIN ET
Y
A FF NOOSA RIVER NEIGHBOURING
E )
QU m O JOISTS:
5.
0 JETTY OUTLINE
(1 J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
TJ - 150 x 75 F14 HWD. TRIMMER JOISTS, H6 TREATED.
NOTE:
ALL EXPOSED TIMBER SHALL BE H6 TREATED.
THE HEIGHT OF PILES ABOVE NATURAL GROUND
LEGEND JETTY SITE PLAN SHALL NOT EXCEED THE PILE DEPTH IN THE
NATURAL GROUND.
# DENOTES SKEW OF PROJECTED SIDE BOUNDARY 1:100
TO ENSURE 3.0m TIDAL LAND ACCESS CORRIDOR. DO NOT FIX JETTY
HANDRAIL TO DETAIL.
TO EXISTING
WAA DENOTES PROPOSED WATER ALLOCATION AREA RIGID HANDRAIL TO
REVETMENT WALL
DESIGNED AS OPTIMUM INTERPRETATION OF COMPLY WITH NOOSA
EPP/2016/2088.V.5.01 RULES COUNCIL REGULATIONS.
PROPOSED STAIRS
AWAA DENOTES ADJACENT PROPERTY WATER RECORD FLOOD LEVEL EACH SIDE OF JETTY
ALLOCATION AREA PRESERVED. RL 2.00m AHD. TO BUILDERS DETAILS.
EXISTING WALL, CONFIRM ON SITE
FSH DENOTES FISH HABIT (NOT APPLICABLE) DECK RL 1.54m AHD.
RL 1.10m H.A.T. TOP OF WALL
RL 1.00 AHD
P1
P1
P1
P1
RL 0.44m AHD
P1
EXISTING
REVETMENT WALL
P1
P1
SEABED
STONE PITCHING SEABED
TYP.
3000
-
NOOSA COUNCIL
TYP.
3000
APPROVED PLAN
MCU21/0003 & OPW20/0106
8 FEBRUARY 2021
JETTY SIDE ELEVATION JETTY RIVER ELEVATION
1:50 1:50
© THIS DRAWING IS PROTECTED ASSOCIATED CONSULTANTS PROJECT DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN LONG
VIEW CONSULTING ENGINEERS
4 CONSTRUCTION ISSUE C4 F.M.
NOOSA JETTY BUILDERS
JoB No: 1288
SHARED JETTY ON BOUNDARY
Long View PROPOSED NEW JETTY, ON SHARED BOUNDARY SITE PLAN, FRAMING PLAN, ELEVATIONS
8 RAVENWOOD DRIVE, & 11 KEY COURT, NOOSA HEADS
Pty. Ltd. AND THE CLIENT AS
L Consulting Engineers Pty. Ltd.
REVISIONS
NAMED HEREIN. EXCLUSIVE Address: 8 RAVENWOOD DRIVE,
USE IS GRANTED UNDER THE
3 CONSTRUCTION ISSUE C3 F.M. & 11 KEY COURT, NOOSA HEADS
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL 2 CONSTRUCTION ISSUE C2 F.M. LOT 160 ON N.218.59 & V Post:
ABN:
PO Box 963 Cooroy QLD 4563
98 867 060 985
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
14/10/2020
SCALE BAR DRAWING SCALES
1:100, 1:50
DRAWING SIZE
A1 ORIGINAL
NOT BE CONSTRUCTED UNLESS LOT 169 ON N.218.58 Mobile: 0414 681 676
DESCRIBED AS "CONSTRUCTION 1 CONSTRUCTION ISSUE C1 F.M. Client: MICHAEL & HUGH ENGLISH Email: [email protected] DESIGNED CHECKED RPEQ / Cert. PROJECT NUMBER DRAWING NUMBER REVISION
ISSUE". Internet: www.longviewconsulting.com.au
No. DESCRIPTION REV. APP. F.M. F.M. 19951 20.001-002 S03 C4
Document Set ID: 21283229
Version: 1, Version Date: 03/11/2020
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