Scg 26219-S1 · OPW16/0178

 

 

DRAWING SIZE - A2

 

 

 

 

    

20572
\ 197° 40° a
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\ 197° 40°
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\ > Lot 82 :
3 \ 2 AREA: 859 m’
on RP 862150 oS
ot 4 SEAMOUNT QUAY 3.
NOOSAVILLE & | &
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16995
17 33 33"
g
eg
BOAT LIFT
BY OTHERS

PROPOSED JETTY
REFER DETAILS FOR
DESIGN ELEMENTS

500

SITE PLAN

Scale 1: 200

©

NOTE:
1.

(P1)

DECK RL 1.0 AHD

ONE M16 S/S
VERTICALLY

       
   

RECESS BEARER &
STRINGERS 25 NOM INTO
PILE.

C - TYPICAL SECTION
1:20

MAXIMUM

  

  

    
 

1/Mi6 S/S
EACH BEARER

PILE.

HANDRAIL:
RIGID HANDRAIL TO COMPLY

WITH COUNCIL REGULATIONS
RECORDED FLOOD LEVEL RL 2.00 AHD

 

 

 

 

 

 

 

 

 

 

RECESS BEARER &
STRINGERS 25 NOM INTO

: = JOINT DETAIL
1:20

|

BI

NOTCH

 

(P1)

   

 

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

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 HDWD PIER
Jt | 150 x 75 (Ft4) JOISTS @ 750ctrs
Bl | 150 x 75 (Ft4) BEARER
B2 | 175 x 75 (Ft4) BEARER
B3 | 200 x 75 (F14) BEARER

 

 

 

 

 

— All exposed timber to be H6 treated.

    
  

 

 

  
  

 

 

 

 

 

   

 

 

   
 

 

 

 

 

 

 

 

 

 

  
    
     

   

 

   

  

TOP OF WALL RL. 1.0 AHD
_ a
MAXIMUM WATER RL 0.44 AHD T
© (Pt) EXISTING
(P1) (P1) Ml (PI) (P1) (P1) REVETMENT
I STONE LL
| ly PITCHING
| | S| |
| | Ss) (|
| iI i sg) |, |
| 1 | s| |! S| | ly
i I 3 || iI |
8 i; o ~| 3) | aan i!
° 1 it =) 1 | |
| |
er r L
u uw Le
FRONT ELEVATION SIDE ELEVATION
1:100 EXISTING REVETMENT WALL 1:100
1
, 1500,
NOTE:
2S eens 7a THE HEIGHT OF THE PILES ABOVE
3 a NATURAL GROUND SHALL NOT
8 EXCEED THE PILE DEPTH IN THE
Big DO NOT FIX JETTY NATURAL GROUND.
(P1) i. TO REVETMENT WALL
o DECKING:
3 26 x 140 (F14) HOWD
FIXED TO BEARERS WITH
TWO STAINLESS STEEL
L I SCREW EACH END.
. (Pt) | , BI et} HANDRAIL:
o RIGID HANDRAIL TO COMPLY
8 | | | WTH COUNCIL REGULATIONS
4 So
Ss a & (ao
ot L
7 \ a1 I PILES: Revision | Description
a 9200 TREATED Issue:
et tT HWD POLES CONSTRUCTION
I ' '
3 | | | Unit 1/11 Project Ave,
N \ \ { Noosa Heads
L x “oS Ph (07) 5455 5604
c . / s email:[email protected]
f 2 web:www.scg-engineers.com
t & ‘ABN 40 008 48s 899
2 \ Title: Jetty Plan and Details
2 1500 Checked: y

c ii LAYOUT
1:100

RPEQ 5835

S Richardson

 

 

    
       
     

 

Project 4 Seamount Quay
Noosaville

 

Rev.

Date: Jul 2016

 

Drg No. 26219 -S1