Council archive · source document
OC010000467 and Drawings · MCU21/0037
Notice
Planning Act 2016
Land Act 1994
Decision – owner’s consent
This notice is issued by the Administering Authority pursuant to section 51 of the Planning Act 2016 to provided owner’s
consent as delegated under the Land Act (Ministerial) Delegation.
Our reference : Zendesk69523
Mr and Ms Drake
15 Noosa River Drive
NOOSA NORTH SHORE QLD 4565 STANDARD CONDITIONS DO NOT APPLY
Dear: Mr and Ms Drake
Re: Request for granting of owner’s consent for proposed application for tidal works on State land
below high water mark
The Department of Environment and Science, under the Land Act (Ministerial) Delegation has assessed your
application received on 28 August 2020 and wishes to advise you of the decision as specified below:
Property owner: Julian Anthony and Chelsey Ann Drake
Activity: Prescribed tidal works
The retrospective approval of an existing jetty, removal of an
Activity description: existing jetty head and construction of an extension to the existing
jetty and a new jetty head.
Site Plan, Framing Plan, Elevations, prepared by Long View
Consulting Engineers Pty Ltd, dated 20 October 2020, reference
Plan / Drawing number: S03 and revision C2.
Jetty Framing Details, prepared by Long View Consulting
Engineers Pty Ltd, dated 20 October 2020, reference S04 and
revision C2.
15 Noosa River Drive, Noosa North Shore
Description of subject land:
Lot 8 on RP47488
Page 1 of 3 • ESR/2015/1607 • Version 5.01 • Effective: 03 JUL 2017 ABN 46 640 294 485
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalFull text of the other 4 pages
Page 2
Notice
Decision – owner’s consent
Owner’s consent has been granted. The application may proceed.
Decision
Standard Conditions do not apply
Decision Number OC010000467
Owner’s consent can be used to support a development
application until 12 November 2021.
THIS DECISION IS CURRENT FOR 12
MONTHS Should the development application not be lodged with the
assessment manager prior to this date, you will be required to
lodge a further request for owner’s consent.
Standard conditions do not apply to this application for owner’s consent because the proposed jetty head will
attach to what is currently an unapproved jetty. The entire jetty structure must form part of the development
application to ensure all works on State land are lawful.
Although owner’s consent to the development application has been provided and no tenure under the Land Act
1994 is required, works can only commence when the development application has been approved by the
assessment manager, and in accordance with the conditions of that approval.
The provision of owner’s consent over State land means that the State has no objection to the lodgement of the
application for a development approval. It does not:
imply approval of the development application; or
authorise a right to use and occupy land.
The State may act at a later date as assessment manager, concurrence/referral agency, or technical agency in
the assessment of the development application – providing owner’s consent will not influence any statutory role
the State may have in this assessment.
If the development application involves a State resource in addition to State land, then the allocation or
entitlement to use the State resource is a separate process and should be obtained prior to development
commencing.
You will also need to comply with all other legislative and regulatory requirements which may include approvals
that are not part of the assessment of the development application under the Planning Act 2016 e.g. a marine
park permit if in a marine park.
A copy of this notice is to be attached to your Development application Form 1 as the required evidence of
owner’s consent.
If you require more information please contact Anna Simonutti on the telephone number listed below.
Page 2 of 3 • ESR/2015/1607 • Version 5.01 • Effective: 03 JUL 2017 Department of Environment and Science
Page 3
Notice
Decision – owner’s consent
Yours sincerely
Amanda Gray 12 November 2020
Signature Date
Delegate Enquiries:
Amanda Gray Anna Simonutti
Manager, Coastal & Marine Assessment Environmental Support Officer
Waste, Development and Southeast Compliance Waste, Development and Southeast
Department of Environment and Science Compliance
Department of Environment and Science
GPO Box 2454 BRISBANE QLD 4001
Phone: 3330 5737
Email: [email protected]
Page 3 of 3 • ESR/2015/1607 • Version 5.01 • Effective: 03 JUL 2017 Department of Environment and Science
Page 4
LOT: 9 LOT: 8 LOT: 7
JETTY LOADING CRITERIA: NOTES:
'
64.4
62°10
RP: 47488 RP: 47488 RP: 47488
56°19'
66.4
AREA: 1147.33
JETTY LIVE LOADS: = 2.0 kPa 1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
EXISTING CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
7000 12512 REVETMENT
1500 MOORED VESSEL (MAX.)
(CONFIRM ON SITE) (CONFIRM ON SITE) WALL 2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
LENGTH: = 5.0m
THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
21.1 WEIGHT: = 1500 Kg.
320°
"BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
BERTHING VELOCITY: = 0.5m / Sec.
3000 EB
3000 EP 3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
EP
1500 MARINE GRADE 316.
1500 1500 1500 ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
EB
EP
EP
EXISTING JETTY
7500
7500
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
TO REMAIN AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
EB
EP 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
EP
12000
12000
MERBAU TIMBER 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
DECKING (140 x 25) ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
EB BY BUILDER CONSTRUCTION WORKS.
P
EP
EP
D
EXISTING JETTY HEAD P
D 7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
TO BE REMOVED
2800
P
TYP.
P FLOOD LEVEL RECORD FROM BOM DATA.
150
P
D D
D
J1
P1 P1
P1
BOUN CTED
B1
DARY
22500
P1
WAA
J2 NOTE:
J2
2000
1700
E
WAA
PROJ
B1
B1
B1
B1
WHERE PILE HEIGHT (Hp)
J1
J1
DECK ABOVE SEABED
P1 EXCEEDS 3.0m CONTACT
24790
P1
P1
P1
1500 ENGINEER TO PROVIDE PILE
TED
150 1200 2750 2750 150
RY
7000 BRACING.
WAA
BOUNDA
TYP. TYP.
PROJEC
WAA
PROPOSED JETTY
REFER DETAILS
FOR DESIGN ELEMENTS
JETTY FRAMING PLAN
1:100
PB PB
PB
P1
P1
P1
P1
Hp
FRAMING SCHEDULE
PIERS:
EP - EXISTING PILE TO BE REMAIN.
DP - EXISTING PILE TO BE DEMOLISHED.
P1 - 200Ø HWD. PIER, H6 TREATED. SEABED
BEAMS:
EB - EXISTING BEARER TO BE REMAIN
B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
TYP.
3000
WAA
NAVIGAT JOISTS:
ION COR
RIDOR
J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
3000
J2 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
WAA PILE BRACES:
NAVIGATION CORRIDOR
NOOSA RIVER PB - CONTACT ENGINEER IF REQUIRED.
JETTY RIVER ELEVATION
2000
FISH ALL TIMBER SHALL BE H6 TREATED.
1:50
FISH
EXISTING HANDRAIL
RIGID HANDRAIL TO
COMPLY WITH NOOSA
JETTY SITE & WATER ALLOCATION PLAN COUNCIL REGULATIONS.
1:100 PROPOSED PORTION OF TOP OF WALL
EXTENSION EXISTING TO RL 0.62 AHD
N
DECK REMAIN
RL 0.62 m AHD
RL 0.42m H.A.T.
EP
LEGEND
EP
EP
EP
P1
P1
WAA DENOTES PROPOSED WATER ALLOCATION AREA EXISTING
BASED ON EPP/2016/2088.V.5.01 RULES REVETMENT WALL
NOTE:
WHERE PILE HEIGHT (Hp) STONE PITCHING
AWAA DENOTES ADJACENT PROPERTY WATER DECK ABOVE SEABED
ALLOCATION AREA PRESERVED. EXCEEDS 3.0m CONTACT
ENGINEER TO PROVIDE PILE
FISH DENOTES FISH HABIT MANAGEMENT AREA BRACING.
BED
SEA
TYP.
3000
JETTY SIDE ELEVATION
1:50
© THIS DRAWING IS PROTECTED ASSOCIATED CONSULTANTS PROJECT DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN LONG
VIEW CONSULTING ENGINEERS
NOOSA JETTY BUILDERS
JoB No: 1284
Address:
Long View PROPOSED EXTENSION TO EXISTING JETTY
15 NOOSA RIVER DRIVE, NOOSA NORTH SHORE
SITE PLAN, FRAMING PLAN, ELEVATIONS
Pty. Ltd. AND THE CLIENT AS
L Consulting Engineers Pty. Ltd.
REVISIONS
NAMED HEREIN. EXCLUSIVE 15 NOOSA RIVER DRIVE,
USE IS GRANTED UNDER THE NOOSA NORTH SHORE
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL 2 CONSTRUCTION ISSUE C2 F.M. LOT 8 ON RP47488 V Post:
ABN:
PO Box 963 Cooroy QLD 4563
98 867 060 985
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
20/10/2020
SCALE BAR DRAWING SCALES
1:100, 1:50
DRAWING SIZE
A1 ORIGINAL
NOT BE CONSTRUCTED UNLESS Client: JULIAN & CHELSEY DRAKE Mobile: 0414 681 676
DESCRIBED AS "CONSTRUCTION 1 CONSTRUCTION ISSUE C1 F.M. 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 20.001-004 S03 C2
Page 5
KICK BOARD 1-M16 BOLT S.S. KICK BOARD MERBAU MERBAU MERBAU MERBAU EXISTING JOIST
BY BUILDER J1 TO P1 BY BUILDER TIMBER TIMBER TIMBER TIMBER N.S.O.P.
TYPICAL. DECKING DECKING DECKING DECKING
MIN.
100
J1 J1(A) J1(B) J1 J1 J1
J1 80
25 B1 MIN.
1-M16 BOLT S.S. 1-M16 BOLT S.S. 1-M16 BOLT S.S.
B1
RECESS NOTCH J1 ENDS
J1 TO B1 J1 TO B1 J1 TO B1
EB
B1
B1
25 1-M16 BOLT S.S.
80 TYPICAL. PER J1 CONNECTION TYPICAL. 80
PER J1 TO P1
MIN. RECESS TYPICAL. MIN.
TYPICAL.
1-M16 BOLT S.S.
JOIST J1(A) SHALL
B1 TO P1
BEAR ON J1(B)
P1
P1
TYPICAL.
JOIST & BEAM TO PILE JOIST TO BEAM EXTERNAL JOIST LAP INTERNAL JOIST LAP JOIST & EXISTING BEAM (EB)
TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL
1:10 1:10 1:10 1:10 1:10
A
-
EXTEND J1 PAST J2
MERBAU SUFFICIENT FOR EA KICK BOARD
TIMBER BRACKET CONNECTION 80 BY BUILDER
DECKING MIN.
1-M16 BOLT S.S. J1
J1
J2
J1 J1 TO B1
TYPICAL.
NOTCH OUT MIN. 25mm J1 J1 J2 J1
DEEP SEAT AT BEARER
& JOIST CONNECTIONS.
J2
TYP. B1 B1
150 x 150 x 10 EA BRACKET S.S.
B1
B1
B1
2-M16 BOLTS S.S. TO J1/P1
2-M12 BOLTS S.S. TO J2
PER J1 TO TJ CONNECTION
J1 B1 TO P1 CONNECTION
TYPICAL.
REFER TO TYPICAL DETAIL
P1
P1
1-M16 BOLT S.S.
B1 TO P1
TYPICAL.
P1
P1
J1
P1
B1 B1 / B1 / J1 / J2 INTERSECTION A SECTION
PB TYPICAL DETAIL (INTERNAL VIEW) - 1:10
1-M16 BOLT S.S. 1:10
J1 TO P1
TYPICAL.
P1
PILE BRACE TO PILE
TYPICAL DETAIL
PILE TO BEAM TO JOIST - TYPICAL VIEW 1:10
1:10
© THIS DRAWING IS PROTECTED ASSOCIATED CONSULTANTS PROJECT DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN LONG
VIEW CONSULTING ENGINEERS
NOOSA JETTY BUILDERS
JoB No: 1284
Address:
Long View PROPOSED EXTENSION TO EXISTING JETTY
15 NOOSA RIVER DRIVE, NOOSA NORTH SHORE
JETTY FRAMING DETAILS
Pty. Ltd. AND THE CLIENT AS
L Consulting Engineers Pty. Ltd.
REVISIONS
NAMED HEREIN. EXCLUSIVE 15 NOOSA RIVER DRIVE,
USE IS GRANTED UNDER THE NOOSA NORTH SHORE
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL 2 CONSTRUCTION ISSUE C2 F.M. LOT 8 ON RP47488 V Post:
ABN:
PO Box 963 Cooroy QLD 4563
98 867 060 985
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
20/10/2020
SCALE BAR DRAWING SCALES
1:10
DRAWING SIZE
A1 ORIGINAL
NOT BE CONSTRUCTED UNLESS Client: JULIAN & CHELSEY DRAKE Mobile: 0414 681 676
DESCRIBED AS "CONSTRUCTION 1 CONSTRUCTION ISSUE C1 F.M. 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 20.001-004 S04 C2
Used in these records
OC010000467 and Drawings.pdfRelated documentApplication case desk ↗
About this file
- File size
- 917 KB (small file)
- File type
No other editions are linked here.