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Approved Plans MCU21-0112 & OPW21-0183
Plans and drawings
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N
241°26'30"
EXISTING
61°27'30"
30.578
30.564
LOT: 229 LOT: 228 LOT: 227 RESIDENCE 1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
RP: N21857 RP: N21857 RP: N21857 CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
NORTH
AREA: 615 m²
2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
BLOCK RETAINING WALL THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
CONSTRUCTED INDEPENDENTLY
"BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
1800
LOCATED INSIDE PROPERTY 1
1
BOUNDARY AND EXISTING 3450
4100
CONCRETE REVETMENT WALL 3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
3
6000 12626 MARINE GRADE 316.
2 3 ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
8470 8100 AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
20.118 331°24' 1550 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
PROPOSED WALL B1
BLOCK RETAINING WALL AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
FOOTINGS CLEAR P1
P1
3000 3000 JETTY TO REMAIN LOCATED INSIDE PROPERTY
OF HOUSE
INDEPENDENT OF ALL BOUNDARY AND EXISTING 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
FOOTINGS.
3077
1500 1500 1500 1500 1500 J1 OTHER STRUCTURES CONCRETE REVETMENT WALL
PROPOSED STAIRS 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
~6999
WITH HAND RAIL ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
2/B1
BY BUILDER CONSTRUCTION WORKS.
P1
P1
10000
HANDRAIL TO DETAIL. 7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
TREX COMPOSITE
RIGID HANDRAIL TO
3077
DECKING FLOOD LEVEL RECORD FROM BOM DATA.
J1 COMPLY WITH NOOSA
30 COUNCIL REGULATIONS.
2/B1 27
16.0m (T.B.C.)
PROJECTED
PROJECTED
BOUNDARY
BOUNDARY
P1
JETTY LOADING CRITERIA:
16000
AWAA
AWAA
P1
B2
WAA
WAA
3050
2746
J1 JETTY LIVE LOADS: = 2.0 kPa
1500
1200
2/B2 MOORED VESSEL (MAX.)
LENGTH: = 5.0m
P1
P1
150 3800 WEIGHT: = 1500 Kg.
TYP.
4100
150
TYP. BERTHING VELOCITY: = 0.5m / Sec.
3000 MAX.
BERTHING WIDTH
JETTY FRAMING PLAN SCHEDULE OF WALL HEIGHTS
1:100
1 - DENOTES RL 1.950 TOP OF WALL HEIGHT
2 - DENOTES RL 2.150 TOP OF WALL HEIGHT
WAA FRAMING SCHEDULE 3 - DENOTES RL 2.300 TOP OF WALL HEIGHT
QUAY LINE
PIERS:
P1 - 200Ø HWD. PIER, H6 TREATED.
NOOSA RIVER 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.
JETTY SITE PLAN
1:100
JETTY TO REMAIN
LEGEND INDEPENDENT OF ALL
OTHER STRUCTURES
WAA DENOTES PROPOSED WATER ALLOCATION AREA
BASED ON EPP/2016/2088.V.5.01 RULES
HANDRAIL TO DETAIL. TOP OF WALL
RIGID HANDRAIL TO RL 2.15m AHD AT JETTY
AWAA DENOTES ADJACENT PROPERTY WATER
COMPLY WITH NOOSA (WALL HEIGHT VARIES)
ALLOCATION AREA PRESERVED.
COUNCIL REGULATIONS.
BLOCK RETAINING WALL
RL 1.30m DECK CONSTRUCTED INDEPENDENTLY
BEHIND EXISTING CONCRETE
REVETMENT WALL.
RL 0.68m H.A.T.
(LOCATED WITHIN PROPERTY
P1
P1
P1
P1
P1(b)
BOUNDARY)
P1
P1
P1
RL 0.00m AHD
(0.42 L.A.T.)
EXISTING CONCRETE
SEABED
SEABED REVETMENT WALL
TYP.
TYP.
3000
3000
-
NOOSA COUNCIL
APPROVED PLAN
MCU21/0112 & OPW21/0183
15 OCT 2021 JETTY SIDE ELEVATION JETTY RIVER ELEVATION
1:50 1:50
© THIS DRAWING IS PROTECTED 6 CONSTRUCTION ISSUE C6 F.M. ASSOCIATED CONSULTANTS PROJECT DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN
LODESTAR MERIDIAN PTY LTD
5
4
CONSTRUCTION ISSUE
CONSTRUCTION ISSUE
C5
C4
F.M.
F.M.
LMF PROJECTS
LMFPROJECTS.COM.AU
[email protected]
Long View HOUSE MODIFICATIONS
20 COORAN COURT, NOOSA HEADS
SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
PO BOX 38, SHERWOOD QLD 4075 L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS
NAMED HEREIN. EXCLUSIVE
3 CONSTRUCTION ISSUE C3 F.M. 0450 603 000
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. V Post: PO Box 963 Cooroy QLD 4563
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
11/08/2021
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 20.025 S03 C6
Document Set ID: 21587223
Version: 1, Version Date: 16/08/2021
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