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20.001-023 34 The Promontory_Construction Issue_C2
NOTES:
LOT: 832 1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
SP: 102579
LOT: 833 2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
273
THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
39.6 '25"
LOT: 834 SP: 102579
°09
AREA: 731 m² "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
03
SP: 102579
3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
138
~21 MARINE GRADE 316.
2
6.00 '25" ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
°1 7
114°28'15"
182 AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
38.718
EXISTING 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
REVETMENT AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
3000 12.966 " WALL 1500
'30
192°12 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
6.966
1000
202°07'30" 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
B1 P1
P1
ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
HANDRAIL TO DETAIL. CONSTRUCTION WORKS.
RIGID HANDRAIL TO
2550
1500 COMPLY WITH NOOSA 7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
COUNCIL REGULATIONS. FLOOD LEVEL RECORD FROM BOM DATA.
B1
P1
P1 8. C.O.S. DENOTES CONFIRM ON SITE.
TREX COMPOSITE
2550
10000
10000
J1 DECKING BY OTHERS
FIXED TO MANUF. SPEC.
B1
P1
P1
JETTY LOADING CRITERIA:
PROJECTED
BOUNDARY
2550
187 J1
~19 TREX JETTY LIVE LOADS: = 2.0 kPa
P1 B1 P1 COMPOSITE
B1 P1
DECKING BY MOORED VESSEL (MAX.)
B1
P1
1500
1200
OTHERS LENGTH: = 5.0m
J2
B1
J1
J1
FIXED TO WEIGHT: = 1500 Kg.
P1
P1
MANUF. SPEC. BERTHING VELOCITY: = 0.5m / Sec.
P1
TYP.
7000 1200 2750 2750 150
150
TYP.
7000
FRAMING SCHEDULE
NOOSA WATERS
PIERS:
P1 - 200Ø HWD. PIER, H6 TREATED.
JETTY SITE PLAN JETTY FRAMING PLAN BEAMS:
1:100 1:100 B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
B2 - 175 x 75 F14 HWD. BEARER, H6 TREATED.
JOISTS:
N
J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
J2 - 2/150 x 75 F14 HWD. TRIMMER JOIST, H6 TREATED.
WITH BLOCKING AND NAILING PLATE TO DETAIL.
ALL TIMBER SHALL BE H6 TREATED.
TOP OF WALL
RL 1.0m AHD
DECK
RL 1.00m
RL 0.44m AHD P1
P1
P1
EXISTING
REVETMENT WALL
P1
P1
P1
P1
P1
P1
SEABED STONE PITCHING SEABED
TYP.
3000
TYP.
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:
ADDRESS:
Long View PROPOSED NEW JETTY
34 THE PROMONTORY, NOOSAVILLE
SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS 34 THE PROMONTORY,
NAMED HEREIN. EXCLUSIVE NOOSAVILLE. Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE 2 CONSTRUCTION ISSUE C2 F.M. LOT: 833 SP: 102579 V Post: PO Box 963 Cooroy QLD 4563
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
22/07/2021
SCALE BAR DRAWING SCALES
1:100, 1:50
DRAWING SIZE
A1 ORIGINAL
CLIENT: NOEL ROBINSON 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 20.001-023 S03 C2
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