SCG 27078-J1 Issue 1 · OPW17/0106

 

 

DRAWING SIZE — A2

ye —--
oo a 300 “\

"7
_—_——-

o's Lot 684 ae

a\8 AREA: 811m? o\s
ot RP 897352 5
& COUNTY OF MARCH

—

PARISH OF WEYBA

“
—

\___ 4627, 15730
115° 38° 55”

PROPOSED JETTY

REFER DETAILS FOR —————_)

DESIGN ELEMENTS

SITE PLAN Scale 1:200

 

    

ONE M16 S/S
VERTICALLY

  

RECESS BEARER &
STRINGERS 25 NOM INTO

   

 
 
   
 
 
   

1/MI6 S/S

EACH BEARER NOTCH

 

RECESS BEARER &
STRINGERS 25 NOM INTO

 

 

       

PILE.

(Pt)

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

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

 

3. 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.

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

5. 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 HDWD PIER
J1—| 150 x 75 (F14) JOISTS @ 750ctrs
Bt | 150 x 75 (F14) BEARER
B2 | 175 x 75 (F14) BEARER
B3 | 200 x 75 (F14) BEARER

 

 

 

 

 

— All exposed timber to be H6 treated.

( , TYPICAL SECTION
1:20

MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD

    

< : SPLICE SINT DETAIL
1:20
( 5 SPLICE JOINT DETAIL
1:20

HANDRAIL:
RIGID HANDRAIL TO COMPLY
WITH COUNCIL REGULATIONS

 

DECK RL 1.0 AHD

 

 

 

 

 

 

 

 

MAXIMUM WATER RL 0.44 AHD .

 

(P1) (P1) wl Pt)

 

RS

3000

 

 

 

d
3000

( 5 FRONT ELEVATION
1:100
EXISTING REVETMENT WALL

, 1500, |

 

v4

 

DECKING:
26 x 140 (F14) HDWD
FIXED TO BEARERS WITH
TWO STAINLESS STEEL
SCREW EACH END.

HANDRAIL:
RIGID HANDRAIL TO COMPLY
WITH COUNCIL REGULATIONS

 

9000

 

5] =| |=
PILES:
10LG-=)——— 200 TREATED
(P1) (Pt) HWD POLES

—

 

 

 

 

 

 

 

 

 

: : FRAMING LAYOUT
1:100

0 1 2

 

 

TOP OF WALL RL. 1.0 AKD
oS
(Pt) | ExisTING
(P1) (P1) r REVETMENT
= I stone WALL
| I PITCHING
| g| |
| Ss | m | |
| =| |! |
s| | | ly
=] I | ri
|
| Lb
1b

Checked:

RPEQ 5835
S Richardson

3 4 5

 

 

c - SIDE ELEVATION
1:100 NOTE:

 

  
   
 

 

 

  
  
 

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

 

 

   
     
       
 
        
        

SS4°: CONSTRUCTION

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]

web:www.scg-engineers.com
‘ABN 40 098 481 899

Title: Jetty Plan and Details

 

Project Lot 684 Shorehaven Drive
Noosa Waters

 

Rev.

Date: Mar 2017 | DrgNo. 27078 -J1