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20.001-018 44 The Peninsula Construction Issue_C1
Attached to the e-mail Combined Application Landing & Jetty MCU21/0084 & OPW21/0130 -DA Form 1- Owners Consent - Plans.
NOTES:
LOT: 430 1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
44 °57
10
RP: 856193 CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
.4 '15
2
34 "
2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
0.450 THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
102°57'15"
"BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
137°53'45"
0 "
93 5
43.769
MARINE GRADE 316.
5. 11'3 ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
6°
PR OU
19
B
LOT: 431
OJ ND
AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
EC A R
RP: 856193
TE Y
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
D
AREA: 973 m²
AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
LOT: 432 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
RP: 856193 430
11. 4'25" 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
°3 DO NOT FIX JETTY
208 ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
TO EXISTING
REVETMENT WALL CONSTRUCTION WORKS.
7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
FLOOD LEVEL RECORD FROM BOM DATA.
EXISTING
1000
0
5100 11.43 0" 41 REVETMENT 8. C.O.S. DENOTES CONFIRM ON SITE.
7'1 9
220°5 ~2
7 WALL
6.930
0.400 233°20'00"
137°53'45" B1 HANDRAIL TO DETAIL.
P1 RIGID HANDRAIL TO
JETTY LOADING CRITERIA:
P1
2217
COMPLY WITH NOOSA
1500 J1 COUNCIL REGULATIONS.
JETTY LIVE LOADS: = 2.0 kPa
B1
P1
MOORED VESSEL (MAX.)
P1
LENGTH: = 5.0m
2217
DECKING & FIXING
9000
9003
J1 BY OTHERS
PROJECTED
WEIGHT: = 1500 Kg.
BOUNDARY
B1 BERTHING VELOCITY: = 0.5m / Sec.
P1
KAYAK STEP KAYAK STEP
P1
TO DETAIL TO DETAIL
2217
1500
J1
P1
1
B1 P1
B1
B1 P
J2
B1
1200
1200
1500
~4224
FRAMING SCHEDULE
P1
P1
TYP.
P1
P1
J1
J1
150
7000 1500 PIERS:
P1 - 200Ø HWD. PIER, H6 TREATED.
150 1200 2750 2750 150
BEAMS:
TYP. TYP. B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
7000
JOISTS:
NOOSA WATERS J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
J2 - 2/150 x 75 F14 HWD. JOISTS, H6 TREATED.
JETTY SITE PLAN JETTY FRAMING PLAN ALL EXPOSED TIMBER SHALL BE H6 TREATED.
1:100 1:100
N
HANDRAIL TO DETAIL.
DO NOT FIX JETTY
RIGID HANDRAIL TO
TO EXISTING
COMPLY WITH NOOSA
REVETMENT WALL
COUNCIL REGULATIONS.
TOP OF WALL
RL 1.0m AHD
DECK
RL 1.0m
MAXIMUM WATER
RL 0.44 AHD
P1
P1
P1
P1
P1
EXISTING
REVETMENT WALL
P1
P1
P1
P1
STONE PITCHING SEABED
SEABED
TYP.
TYP.
3000
3000
JETTY SIDE ELEVATION JETTY RIVER ELEVATION
1:50 1:50
CONSTRUCTION
© THIS DRAWING IS PROTECTED ASSOCIATED CONSULTANTS PROJECT DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN
LODESTAR MERIDIAN PTY LTD
NOOSA JETTY BUILDERS
JoB No: 1335
Address:
Long View PROPOSED NEW JETTY
44 THE PENINSULA ,NOOSAVILLE
SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS 44 THE PENINSULA, NOOSAVILLE.
NAMED HEREIN. EXCLUSIVE LOT: 431 RP: 856193 Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
Client: BRENT ENTICOTT V Post: PO Box 963 Cooroy QLD 4563
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
16/04/2021
SCALE BAR DRAWING SCALES
1:100, 1:50
DRAWING SIZE
A1 ORIGINAL
ABN: 87 711 552 832
PROJECT. THIS DRAWING SHALL
NOT BE CONSTRUCTED UNLESS 1 CONSTRUCTION ISSUE C1 F.M. Mobile: 0414 681 676
DESIGNED CHECKED RPEQ / Cert. PROJECT NUMBER DRAWING NUMBER REVISION
DESCRIBED AS "CONSTRUCTION Email: [email protected]
ISSUE". No. DESCRIPTION REV. APP. Internet: www.longviewconsulting.com.au F.M. F.M. 19951 20.001-018 S03 C1
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