Council archive · source document
7550G_23 Seamount Quay_Construction Issue · OPW19/0214
Attached to the e-mail Jetty Application - 23 Seamount Quay Noosaville.
1500
1000
JETTY LOADING CRITERIA:
JETTY LIVE LOADS: = 2.0 kPa
MOORED VESSEL (MAX.)
LENGTH: = 5.0m
EXISTING B1 WEIGHT: = 1500 Kg.
REVETMENT DO NOT FIX JETTY TO BERTHING VELOCITY: = 0.5m / Second
P1
P1
WALL REVETMENT WALL.
NOTES:
BOAT LIFT BY
3113
1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE
OTHERS
J1
J1 J1
J1
HANDRAIL TO DETAIL. DURABILITY CLASS 1 OF APPROVED SPECIES AND HAVE
(7.0m x 2.5m)
RIGID HANDRAIL TO STRESS GRADE OF F14.
COMPLY WITH NOOSA 2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL
LOT: 109 COUNCIL REGULATIONS. COMPLY WITH THE ENVIRONMENTAL PROTECTION
B1 P1 AGENCY'S OPERATIONAL POLICY - "BUILDING AND
RP: 839226 ENGINEERING STANDARDS FOR TIDAL WORKS".
P1
3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL
AREA: 1002m² BE APPROVED MARINE GRADE S16. ALL OTHER STEEL
J1
J1 J1
J1
N
KAYAK STEP WORK, INCLUDING NUTS, BOLTS, WASHERS, AND SCREWS
3113
TO DETAIL SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
26°22'50"
45.000
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED
OR RINGED WITH AN ALUMINIMUM ALLOY OR STAINLESS
SEABED DRIFT
STEEL BAND.
ANCHOR P1 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM
8'20"
B1
40°3 5
BY OTHERS.
46.24
THESE DRAWINGS.
B2 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
P1
1390
ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE
J1
J1
J1
~3718 BUILDER PRIOR TO CONSTRUCTION WORKS.
P1
3000
2625
1000 1500
J1
TYP.
FRAMING SCHEDULE
150
0.250 MIN.
1235
J1
J1
J1
J1
J1
1500
J1
26°22'50" BEAMS:
File: C:\- Projects\00 - Black & More\7550 - Noosa Jetty Builders\7550G - 23 SEAMOUNT QUAY\ 7550G -S004(C1) - Site Plan, Framing Plan & Jetty Elevations.dwg
12.159 B2 B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
122°03'55" 4.1 B2 - 200 x 75 F14 HWD. BEARER, H6 TREATED.
133° 50
P1
P1
BOAT LIFT 41'4 JOISTS:
5" MERBAU TIMBER TIE-UP RAIL
0.550
TYP.
BY OTHERS 150 3800 J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
150
DECKING BY OTHERS.
(7.0m x 2.5m) 40°38'20"
PROJECTED
BY BUILDER TYP.
BOUNDARY
PIERS:
4100
P1 - 200Ø HWD. PIER, H6 TREATED.
9000
ALL EXPOSED TIMBER SHALL BE H6 TREATED.
BOU CTED
RY
JETTY PLAN
1500
NDA
JE
1:100
PRO
RIGID HANDRAIL TO TOP OF WALL
1000 COMPLY WITH NOOSA RL 1.00 AHD
MIN.
NOTE: COUNCIL REGULATIONS
THE HEIGHT OF PILES ABOVE NATURAL GROUND SHALL NOT
3700 4100 ~630 EXCEED THE PILE DEPTH IN THE NATURAL GROUND.
2 DO NOT FIX JETTY TO
REVETMENT WALL
RECORD FLOOD LEVEL
PROPOSED JETTY RL T.B.C.
REFER DETAILS FOR DESIGN
ELEMMENTS
DECK RL T.B.C.
MAXIMUM WATER
RL T.B.C.
P1
P1
P1
EXISTING
REVETMENT
P1
P1
P1
WALL
SEABED
SEABED STONE PITCHING
TYP.
3000
TYP.
TYP.
3000
3000
SITE PLAN
1:200
JETTY FRONT ELEVATION JETTY SIDE ELEVATION
Printed: 12 September 2019, 7:46 AM
1:100 1:100
CONSTRUCTION ISSUE
NOOSA JETTY BUILDERS © Black & More Client Project Drawing Title
JoB No: 1200A This document is and shall remain
Black & More
ABN 19 609 960 232
NOOSA JETTY BUILDERS PROPOSED NEW JETTY
Address: the property of Black & More. Address
23 SEAMOUNT QUAY, NOOSAVILLE SITE PLAN, FRAMING PLAN
Revisions
This document may only be used 7 / 28 Sunshine Beach Road,
23 SEAMOUNT QUAY, NOOSAVILLE
LOT 109 ON RP 839226
for the purposes for which it was
commissioned and in accordance
Noosa Heads QLD. 4567
PO Box 611, Noosa Heads QLD. 4567 Drawn Drawing Approved Date 13/09/19
AND JETTY ELEVATIONS
Client: with the Terms of Engagement for
Telephone (07) 5447 4444
ST Check FM
PAUL BIRSS the commission. Unauthorised use Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE FM FM 13/09/19 RPEQ 19951
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
www.blackm.com
Designed
FM
Design
Check DS Drawing is not to be used for construction unless approved A3 NOT TO SCALE 7550G- S004 C1
External References: B&M-JETTY-TITLE-A3_e.dwg
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