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Plans 20.001-010 49 Shorehaven Dr_Construction Issue C1
Attached to the e-mail Development Application MCU20/0124 & OPW20/0207 - 49 Shorehaven Dr Noosaville.
Plans and drawings: the text below has words only, no drawings.
NOTES:
1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
LOT: 256 LOT: 257 LOT: 258 CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
37.023
17°20'
RP: 856183 RP: 856183 RP: 856183 DO NOT FIX JETTY
37.016
17°20'
AREA: 710 m² TO EXISTING 2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
EXISTING REVETMENT WALL THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
13182 4500 REVETMENT "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
WALL 1500
3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
19.182 MARINE GRADE 316.
288°25'45" ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
B1 EP HANDRAIL TO DETAIL. AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
EP
RIGID HANDRAIL TO
C.O.S.
J1 COMPLY WITH NOOSA 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
EXISTING JETTY COUNCIL REGULATIONS. AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
DEMOLISH FRAMING
2/B1 EXISTING BOAT LIFT
PIERS TO REMAIN 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
EP
TO BE REINSTATED
EP
PROPOSED BOAT
C.O.S.
7000
J1 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
LIFT ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
EXISTING HALF Y NEW HIGH SET SEABED ANCHOR CONSTRUCTION WORKS.
2/B1
PROJECTED
BOUNDARY
P1
EP
JETTY END TO BE TO DETAIL
DEMOLISHED. 7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
J1
PROJECTED
BOUNDARY
C.O.S.
FLOOD LEVEL RECORD FROM BOM DATA.
3052
9000
8. C.O.S. DENOTES CONFIRM ON SITE.
ECOply 5000 DECKING
B1 FIXED TO MANUF. SPEC.
P1
P1
1500 150 1200
TYP. JETTY LOADING CRITERIA:
JETTY LIVE LOADS: = 2.0 kPa
NOOSA WATERS
MOORED VESSEL (MAX.)
LENGTH: = 5.0m
JETTY SITE PLAN JETTY FRAMING PLAN WEIGHT: = 1500 Kg.
1:100 1:100
BERTHING VELOCITY: = 0.5m / Sec.
N
FRAMING SCHEDULE
PIERS:
P1 - 200Ø HWD. PIER, H6 TREATED.
EP - EXISTING 200Ø HWD. PIER
BEAMS:
B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
B2 - 200 x 75 F14 HWD. BEARER, H6 TREATED.
JOISTS:
J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
ALL EXPOSED TIMBER SHALL BE H6 TREATED.
DO NOT FIX JETTY
HANDRAIL TO DETAIL.
TO EXISTING
RIGID HANDRAIL TO
REVETMENT WALL
COMPLY WITH NOOSA
COUNCIL REGULATIONS.
TOP OF WALL
RL 1.0m AHD
DECK
RL 1.00m H.A.T.
RL 0.44m AHD
EP
EP
EP
P1
EXISTING
REVETMENT WALL
P1
P1
STONE PITCHING SEABED
SEABED
TYP.
TYP.
3000
3000
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
LODESTAR MERIDIAN PTY LTD
NOOSA JETTY BUILDERS
JoB No: 1306
Address:
Long View PROPOSED EXTENSION TO EXISTING JETTY
49 SHOREHAVEN DRIVE, NOOSAVILLE
SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS 49 SHOREHAVEN DRIVE,
NAMED HEREIN. EXCLUSIVE NOOSAVILLE Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
LOT: 257 RP: 856183 V Post: PO Box 963 Cooroy QLD 4563
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
28/10/2020
SCALE BAR DRAWING SCALES
1:100, 1:50
DRAWING SIZE
A1 ORIGINAL
Client: ABN: 87 711 552 832
PROJECT. THIS DRAWING SHALL
NOT BE CONSTRUCTED UNLESS 1 CONSTRUCTION ISSUE C1 F.M. DIANNA LYNE 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 20.001-010 S03 C1
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