SCG 27077-J1 Issue 1 · OPW17/0107

 

DRAWING SIZE — A2

 

~o 23010
| 128° 03° 40" eT
1 H
|
|
|
|
| |
| :
| :
| |
{ }
| Lot 892
> . 2 te
=l3 RP 206065" 2/8
s COUNTY OF MARCH “IS

PARISH OF WEYBA

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ee |
306" 47’
1
I
PROPOSED JETTY |
REFER DETAILS FOR) =!
DESIGN ELEMENTS

 

 

(—_____

 

 

 

10000

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

APP}
APPROX 3.1m ROX 6.8 m
500

SITE PLAN Scale 1:200

—_

1
2
!
|
1 3.
|
' 4.
H 5.

EXISTING BOAT
LUFT

EXISTING JETTY
TO BE REMOVE

 

 
      
   

ONE M16 S/S
VERTICALLY

PILE.

(Pt)

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

(P1) | 2008 H6 TREATED HOWD PIER

Jt | 175 x 75 (F14) JOISTS @ 750ctrs
BI | 150 x 75 (F14) BEARER

B2 | 175 x 75 (F14) BEARER

B3 | 200 x 75 (F14) BEARER

 

 

— All exposed timber to be H6 treated.

RECESS BEARER &
STRINGERS 25 NOM INTO

( , TYPICAL SECTION
1:20

  
 
 

1/MI6 S/S
EACH BEARER

NOTCH

 

  

RECESS BEARER &
STRINGERS 25 NOM INTO
PILE.

aH CeO IN PEENAIL

 

 

       

HANDRAIL:
RIGID HANDRAIL TO COMPLY

 

 

 

 

 

 

 

 

 

 

 

 

  
 

 

 

WITH COUNCIL REGULATIONS
MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD
TOP OF WALL RL. 1.0 AHD
DECK RL 1.0 AHD <
MAXIMUM WATER RL 0.44 AHD * 4 4
= ey (Pt) EXISTING
Pt Ml (Pt) (P1) PI REVETMENT
(Pt) (Pt) = |! stone WALL
| |
I o| PITCHING
| | I 8} |
| | g| | 3) 1
| e| |! 3) 1 7
2 o| |! s| |! I I
S >| gs} il | | Li
8 5 | | |
Li
LJ

 

C . FRONT ELEVATION C : SIDE ELEVATION
1:100 1:100

 

EXISTING REVETMENT WALL

 

NOTE:

  

 

 

 

 

     

 

 

 

 

 

 

 

 

THE HEIGHT OF THE PILES ABOVE
NATURAL GROUND SHALL NOT
Ta EXCEED THE PILE DEPTH IN THE
x NATURAL GROUND.
Qo
= DO NOT FIX JETTY
TO REVETMENT WALL
o DECKING:
3 26 x 140 (F14) HOWD
FIXED TO BEARERS WITH
TWO STAINLESS STEEL
SCREW EACH END.
6 b | HANDRAIL:
o RIGID HANDRAIL TO COMPLY
Ss WITH COUNCIL REGULATIONS
“| 8
3
: pues
r_ t 9200 TREATED Issue:
pT | HWD POLES CONSTRUCTION
|
8 | | | y q \ Unit 1/11 Project Ave,
N“ | 1 t Noosa Heads
Poa e Ph (07) 5455 5604
I email:[email protected]
web:www.scg-engineers.com

 

       
 
    
    

 

 

Title: Jetty Plan and Details

Checked:

 

 

  

 

 

RPEQ 5835
FRAMING LAYOUT S Richardson Project Lot 892 Waterside Court
; Noosa Waters
1:100 0 1 2 3 4 5 # Rew.
Onnnni-——; ps m1:100 @ A2 ‘| pate: Mar 2017 | DrgNo. 27077-J1 |