Council archive · source document
Proposed landing & jetty plans - 61 Shorehaven Dr, Noosaville · MCU26/0068
Plans and drawings: the text below has words only, no drawings.
DRAWING REGISTER EXISTING JETTY
NOOSAVILLE LAKE
SHEET 2600
DRAWING NUMBER REV DATE DESCRIPTION
NO'S QUAY LINE
PROJECT DRAWINGS 1500
1000
D-MS-70283-01 A 25.05.2026 1 SITE PLAN & WATER ALLOCATION
18
83
10000 QUAY LINE
D-MS-70283-02 A 25.05.2026 1 LAYOUT PLAN
D-MS-70283-03 A 25.05.2026 1 ELEVATION
EXITING JETTY
D-MS-70283-04 A 25.05.2026 1 BEARER & JOIST DETAIL PLAN
8000
D-MS-70283-05 A 25.05.2026 1 JETTY DETAILS
D-MS-70283-06 A 25.05.2026 1 PILE SETOUT
12708
LOT 453 108°25'45"
3
67 '
'15"
13 °29
10240
67
30°54
DESIGN LIVE LOADINGS
JETTY - 2.0kPa
BERTHING: LOT 455
MAXIMUM WET VESSEL LENGTH- 6.0m LOT 454 LOT 456
MAXIMUM WET VESSEL BEAM - 3.0m RP 868304
17°20'
28038
17°20'
27000
SITE PLAN &
WATER ALLOCATION
SCALE 1:250
20804 @ 179°58'30"
←SHOREHAVEN DRIVE→ FOR CONSTRUCTION
CLIENT:
PALAZZESI INVESTMENT HOLDINGS P/L TITLE:
SITE PLAN & WATER ALLOCATION
SHEET SIZE
A3
LOT 445 (61) SHOREHAVEN DRIVE SHEET:
NOOSAVILLE 01
PROJECT: DRAWING No: REV:
PROPOSED JETTY
A ORIGINAL ISSUE TDB 25-05-2026 KL D-MS-70283-01 A
' 1300 128 164 www.marinestructures.com.au * [email protected]
REV DESCRIPTION DRN BY DATE APPD
Document Set ID: 24994251
Version: 1, Version Date: 17/07/2026
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 5 pages
Page 2
SPECIFICATIONS:
DECKING - 120 x 32 HWD IRON BARK-BRUSHED FINISH
KICK BOARD - 68 x 42 HWD IRON BARK - TOTAL LENGTH 17.5m
DECK PILES - WHITE 3 x CAST ALUMINIUM MOORING
LADDER WITH HANDRAILS - QTY = 1 CLEATS AT 3m CENTRES
CAST ALUMINIUM CLEATS - QTY = 3 CLIENT TO CONFIRM OF LOCATIONS LADDER WITH
VERTICAL FENDER POSTS - QTY = 3 DURING SITE INSTALLATION HAND RAILS
1500
1000
500
3 x VERTICAL FENDER POSTS
REFER DETAILS
3 x Ø315 46kNm R.C
INSITU PILES
HWD KICK BOARD
CRS
68 WIDE x 42 THICK
3150
TO 3 x SIDES ONLY
REFER SHEET-05
10000 QUAY LINE
DECKING 120 x 32 HWD
(BRUSHED FINISH)
←DIRECTION OF PLANKS→
TH
LENG
FOR BEARER & JOISTS SIZES
ERALL
REFER DETAILS ON SHEET-04
OV
8000
DOUBLE FASCIA BOARDS ALL ROUND
JETTY DECK REFER SHEET-04 FOR DETAILS
AREA 12m2
CRS
3150
3.0m LONG HANDRAIL
3000
REFER DETAILS
EXISTING REVETMENT WALL
PROPERTY BOUNDARY
2° 1500
10
78
°
12708
1536 1024
LOT 455 LAYOUT PLAN
RP 868304 SCALE 1:50
FOR CONSTRUCTION
CLIENT:
PALAZZESI INVESTMENT HOLDINGS P/L TITLE:
LAYOUT PLAN
SHEET SIZE
A3
LOT 445 (61) SHOREHAVEN DRIVE SHEET:
NOOSAVILLE 02
PROJECT: DRAWING No: REV:
PROPOSED JETTY
A ORIGINAL ISSUE TDB 25-05-2026 KL D-MS-70283-02 A
' 1300 128 164 www.marinestructures.com.au * [email protected]
REV DESCRIPTION DRN BY DATE APPD
Document Set ID: 24994251
Version: 1, Version Date: 17/07/2026
Page 3
8000 JETTY LENGTH
BOUNDARY
PROPERTY
HAND RAIL- ONE SIDE ONLY
REFER DETAILS
3000
VERTICAL FENDERS
REFER DETAILS
FOR KICKBOARD
REFER DETAILS
1000
SHEET-05 FOR JOISTS DETAILS &
CENTRES REFER DETAILS
568
SHEET-04
465
232 460
APPROX RL 1.0m JETTY RL 1.0m
432
400
RL 0.768m RL 0.768m
APPROX WATER
LEVEL RL 0.54m
RETAINING
WALL DOUBLE FASCIA BOARDS
NOT SHOWN FOR CLARITY
(REFER DETAILS)
APPROX CANAL
PROFILE
3000 MIN EMBEDMENT
3500 MIN EMBEDMENT
INTO DENSE SAND OR
INTO STIFF CLAY
3000 MIN EMBEDMENT
3500 MIN EMBEDMENT
INTO DENSE SAND OR
INTO STIFF CLAY
3000 MIN EMBEDMENT
3500 MIN EMBEDMENT
INTO DENSE SAND OR
INTO STIFF CLAY
Ø315 46kNm R.C
INSITU PILES
ELEVATION
SCALE 1:25
FOR CONSTRUCTION
CLIENT:
PALAZZESI INVESTMENT HOLDINGS P/L TITLE:
ELEVATION
SHEET SIZE
A3
LOT 445 (61) SHOREHAVEN DRIVE SHEET:
NOOSAVILLE 03
PROJECT: DRAWING No: REV:
PROPOSED JETTY
A ORIGINAL ISSUE TDB 25-05-2026 KL D-MS-70283-03 A
' 1300 128 164 www.marinestructures.com.au * [email protected]
REV DESCRIPTION DRN BY DATE APPD
Document Set ID: 24994251
Version: 1, Version Date: 17/07/2026
Page 4
8000
J5=4350 J7=3650
JOIST-S 200 x 50 RHS
JD1-BRACKET
SD-00-044 EQUALLY SPACED 50
REFER DETAILS
J5 J7
483 CRS
B1 B1 B1
J2=992
J4 J4 J8
J2
J9=1400
483 CRS
J1=14
J1 P1 P2 P3 J9
J3=885
34
J4 J4 J8
J3
483 CRS
J6 J7
50
JD2-BRACKET J4=3050 J4=3050 J8=400 50
REFER DETAILS
3150 CRS 3150 CRS 500
J6=4029 J7=3650
7668
LAYOUT PLAN
SCALE 1:25
JOISTS LENGTHS
TYPE QTY LENGTH JOIST SIZE
B1 6 1400 JOIST-L
J1 1 1434 JOIST-S
J2 1 992 JOIST-S
J3 1 885 JOIST-S
J4 4 3050 JOIST-S
J5 1 4350 JOIST-S
J6 1 4029 JOIST-S
J7 2 3650 JOIST-S
J8 2 400 JOIST-S
75 J9 1 1400 JOIST-S
75 22
22 10 PL
10 PL
75
22
75
2°
78
22
10
°
JD1-BRACKET JD2-BRACKET
SCALE 1:5 QTY=3 SCALE 1:5 QTY=1
FOR CONSTRUCTION
CLIENT:
PALAZZESI INVESTMENT HOLDINGS P/L TITLE:
BEARER & JOIST DETAIL PLAN
SHEET SIZE
A3
LOT 445 (61) SHOREHAVEN DRIVE SHEET:
NOOSAVILLE 04
PROJECT: DRAWING No: REV:
PROPOSED JETTY
A ORIGINAL ISSUE TDB 25-05-2026 KL D-MS-70283-04 A
' 1300 128 164 www.marinestructures.com.au * [email protected]
REV DESCRIPTION DRN BY DATE APPD
Document Set ID: 24994251
Version: 1, Version Date: 17/07/2026
Page 5
75
M8 x 65 FLAT HEAD HANDRAIL FROM
20 ALUMINIUM JSP-003
CROSS SS316 SCREWS
42 CAPPED OFF WITH 3 PL
AT 300mm CENTRES
PLAN VIEW
VERTICAL FENDERS; FROM
60
68 UPRIGHT POST DETAILS ALUMINIUM SECTION JSP-305
HANDRAIL 1000 HIGH
BLACK RUBBER D-FENDER
RUNNING FULL HEIGHT
UPRIGHTS FROM ALUMINIUM
50 x 50 x 4 SHS
1220
1500 WIDTH
JOISTS TO JOISTS
BRACKETS
568
D-TJS-SD-02-014 483 CRS 483 CRS 483 CRS
35 x 60 x 10 UA
KICKBOARD DETAILS M10 x 30 SS316 BNW SET 50 WELDED TO JSP-305
1000
SCALE 1:10
220
232
400
12 WATER
SINGLE JOISTS LEVEL
SECTION JSP-305
4 x M12 SS CHEMSET BOLTS WELDED TO JOIST
DOUBLE JOISTS BOLTED TO PILES JSP-305 WELDED
END VIEW-FROM LAND USING 4 x M12 SS316 CHEMSET BOLTS TO DOUBLE JOISTS END VIEW
SCALE 1:20 SCALE 1:20
SINGLE VERTICAL FENDER DETAILS
JOISTS
VIEWED FROM LAND
SCALE 1:20 (QUANTITY 3-OFF)
180 CRS
DOUBLE JOISTS 20
100 x 200 x 10 PL
BRACKET BOLTED
50
TO JOISTS USING
100 CRS
DECK CONSTRUCTION NOTES:
120 CRS
M10 SS RETAINING BOLTS
200
PLAN VIEW
450
180
* Aluminium joist extrusions to be grade 6351-T5 12
* Joists are fixed to Double Joists (acting as Bearers) with Unequal Angles 200 x 100 x 6 supports
with M10 SS retaining bolts
DOUBLE JOISTS BOLTED TO PILES 10
* Joists to Joists are fixed with corner bracket (D-TJS-SD-02-014) & 4 x M10 SS retaining bolts 110 WIDTH
USING 4 x M12 SS316 CHEMSET BOLTS
UN-EQUAL ANGLE 200 x 100 x 6 x 180 LG SUPPORTS * Aluminium in contact with the ground to be coated with Alkali resistant bituminous paint or equivalent
POST SUPPORTS
SCALE 1:10
JOISTS TO JOISTS
BRACKETS
DOUBLE JOISTS
D-TJS-SD-02-014 3000 LENGTH
WELDED TOGETHER TO ACT 232
M10 x 30 SS316 BNW SET
AS LOW PROFILE BEARER
TYP 983 CRS TYP 983 CRS TYP 983 CRS
32 DECKING
DOUBLE
FASCIA
2950
BOARDS
510
240mm
150 UN-EQUAL ANGLE
1220
1160
EMBEDMENT 2 x 120 x 35 1000
200 x 100 x 6 SUPPORTS
x 180 LONG FASCIA BOARDS HEIGHT HANDRAIL
M12 SS316 DETAILS
CHEMSET BOLTS Ø315 PILES SCALE 1:25
Ø315 PILES
12
DOUBLE JOIST DETAILS DOUBLE FASCIA BOARDS
SCALE 1:10 SCALE 1:10 FOR CONSTRUCTION
CLIENT:
PALAZZESI INVESTMENT HOLDINGS P/L TITLE:
JETTY DETAILS
SHEET SIZE
A3
LOT 445 (61) SHOREHAVEN DRIVE SHEET:
NOOSAVILLE SUB-FRAME USING TRACKDECK SYSTEM 05
PROJECT: DRAWING No: REV:
PROPOSED JETTY
A ORIGINAL ISSUE TDB 25-05-2026 KL D-MS-70283-05 A
' 1300 128 164 www.marinestructures.com.au * [email protected]
REV DESCRIPTION DRN BY DATE APPD
Document Set ID: 24994251
Version: 1, Version Date: 17/07/2026
Page 6
TOLERANCES
1. Piles more that 80mm out of design dimension need Production/Project Manager approval before finalising install
2. Piles more that 8mm per 1m out of vertical need Production/Project Manager approval before finalising install
PILING
DIMENSION DESIGN AS BUILT
A 1034
P3
B 3150
C 3150
D 1866
E 4181
F 7164
S
50 CR
G 1010
C=31
H 4085
i 7161
P2
F=7164
I=7161
S
50 CR
B=31
H=4085
E=41
81
102°
P1
EXISTING REVETMENT WALL
PROPERTY BOUNDARY
G=1010
4
D=
78
3
18
°
A=10
66
1792
LOT 455 LAYOUT PLAN
RP 868304 SCALE 1:50
FOR CONSTRUCTION
CLIENT:
PALAZZESI INVESTMENT HOLDINGS P/L TITLE:
PILE SETOUT
SHEET SIZE
A3
LOT 445 (61) SHOREHAVEN DRIVE SHEET:
NOOSAVILLE 06
PROJECT: DRAWING No: REV:
PROPOSED JETTY
A ORIGINAL ISSUE TDB 25-05-2026 KL D-MS-70283-06 A
' 1300 128 164 www.marinestructures.com.au * [email protected]
REV DESCRIPTION DRN BY DATE APPD
Document Set ID: 24994251
Version: 1, Version Date: 17/07/2026
Used in these records
Proposed landing & jetty plans - 61 Shorehaven Dr, Noosaville.pdfRelated documentApplication case desk ↗
About this file
- File size
- 2.1 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.