Approved Plan OPW17-0231 · OPW17/0231

          -


   NOOSA COUNCIL
   APPROVED PLAN
OPW17/0231 14 JUL 2017


[OCR of page images]
 

 

 

DRAWING SIZE — A2

NOTE:
1.

UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1 OF
APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 Min.

UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE
ENVIRONMENTAL PROTECTION AGENCYS’ OPERATIONAL POLICY - "BUILDING
AND ENGINEERING STANDARDS FOR TIDAL WORKS.”

ALL STAINLESS STEEL BOLTS RODS, ETC SHALL BE APPROVED MARINE
GRADE S16. ALL OTHER STEEL WORK INCLUDING NUTS, BOLTS, WASHERS,
AND SCREWS SHALL NOT BE HDG OR STAINLESS STEEL.

TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED
WITH AN ALUMINUM ALLOY OR STAINLESS STEEL BAND.

DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS

__ 20000 _
230°22'30"

Lot 698

AREA: 801m?

RP 907011
SHOREHAVEN DRIVE
NOOSA WATERS

40047
32022 50°

 

50'23'50”

PROPOSED JETTY
REFER DETAILS FOR
DESIGN ELEMENTS

SITE PLAN

Scale 1:200

 

_ 40055

320'22'30”

 

 

       
   

ONE M16 S/S
VERTICALLY

|——75sq. x 3.0 x 6.5 CORNER RADIUS
(P2) ALUMINIUM SHS (ALMAX AA180),
CAP TOP AND BOTTOM.

800

 

 

 

 

 

 

 

 

6mm ALUMINIUM PLATE i
3/M16 STAINLESS STEEL
BATTEN SCREWS.

( \ BOAT TIE POST DETAIL
1:20

LOADING CRITERIA:

JETTY

LIVE LOADS = 2.0kPa
MOORED VESSEL (Max.)

LENGTH = 5.0m
WEIGHT = 1500Kg
BERTHING VELOCITY = 0.5m/sec

 

JETTY FRAMING SCHEDULE

 

MARK SIZE/GRADE

 

 

(PI) | 2006 H6 TREATED HOWD PIER

Ji_—-| 150 x 75 (F14) JOISTS @ 750ctrs
BI | 150 x 75 (F14) BEARER

B2 | 175 x 75 (F14) BEARER

B3 | 200 x 75 (F14) BEARER

(P2)_ | 75sq x 3.0 x 6.5r ALUMINIUM SHS

 

 

 

— All exposed timber to be H6 treated.

RECESS BEARER &
STRINGERS 25 NOM INTO

( : \ TYPICAL SECTION
1:20

      

MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD

 

 

 

 

    
 

1/M16 S/S
EACH BEARER

 

NOOSA COUNCIL
APPROVED PLAN
OPW17/0231 14 JUL 2017

 

 

 

BI K
25 yp

NOTCH

 

 

 

(Pt) Lid

RECESS BEARER &
STRINGERS 25 NOM INTO

PILE.

C 5 SPLICE JOINT DETAIL
1:20

- HANDRAIL:
TIE-UP HANDRAIL TO COMPLY
WITH COUNCIL REGULATIONS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TOP OF WALL RL. 1.0 AHD
DECK RL 1.0 AHD _. <
E—=) MAXIMUM WATER RL 0.44 AHD
. (Pt) EXISTING
(P1) (P1) wl (Pt) (Pt) (Pt) REVETMENT
I 1 stone WALL
| I PITCHING
-—| | S| | |
RS \! o | 8) 1
i 7 | 3| || I
HL I sl | | 1
e i | ei Fh fou
oS Ss |
oy AT “18 i i! Lt
I Il
| 11 Il
Yu u Ll

 

 

 

FRONT ELEVATION
1:100

EXISTING REVETMENT WALL

 

1500 |

 

 

 

 

1000

2617

9000

 

 

 

 

SIDE ELEVATION
1:100

i
|
|
; Bt (Pt) DO NOT FIX JETTY

DECKING:

FIXED TO BEARERS
SCREW EACH END.

 

 

 

 

TO REVETMENT WALL

26 x 140 (F14) HOWD

WITH

TWO STAINLESS STEEL

 

 

 

 

 

 

NOTE:

THE HEIGHT OF THE PILES ABOVE
NATURAL GROUND SHALL NOT
EXCEED THE PILE DEPTH IN THE
NATURAL GROUND.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

HANDRAIL:
nn TIE-UP HANDRAIL TO COMPLY
&S WITH COUNCIL REGULATIONS
=| =| |
| | PILES: ~ —
p 1Bi a < Revision | Description Date
Pj | i HD POLES. Issue:
Jota CONSTRUCTION
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2 [_ 1500 7 ‘s/s é
Checked: Title: Jetty Plan and Details
FRAMING LAYOUT RPEQ 5835
1:100 S Richardson Project Lot 698 Shorehaven Drive
. Noosa Waters
0 1 2 3 4 5 g Rev
naunnung——1_F—7.__1™1:100 @ A2 | pate: Jun 2017 | DrgNo. 27169-S1