Scg 26140-J1 · OPW16/0111

 

DRAWING SIZE - A2

 

20025 ee 5018
| 292" 31° 50” 500" 43° 557 7
| 1
| |
| !
1 !
\ /
|
| :
ao Lot 256 I
sia nN,o
Sle od gle
\ SHOREHAVEN DRIVE is
| NOOSA WATERS |
\ t

3810

 

108" 26° 50"

 

 

_ 10219 /
112" 31°50"
I

 

 

 

 

 

 

 

 

 

 

 

EXISTING JETTY T0
(BE REMOVED.

 

 

 

 

9000

 

 

 

 

T
H
T
L
T
L
T
L
[——T]
i

 

L------_-------

 

 

 

PROPOSED JETTY
REFER DETAILS FOR
DESIGN ELEMENTS

mn

 

 

 

 

 

 

 

 

3000 L

SITE PLAN

Scale 1:200

      
 

VERTICALLY

(Pt)

ONE M16 S/S

 
    

1/M16 S/S

100

 

 

 

a)

RECESS BEARER &

STRINGERS 25 NOM INTO
PILE.

: : : TYPICAL SECTION
1:20

MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD

    
 

Revision | Description

Date

 

 

 

1/M16 S/S
EACH BEARER

 

 

25
NOTCH
Pt
CRNGERS 2 NOW INTO. = CO
PILE.
- - SPLICE JOINT DETAIL
1:20
HANDRAIL:

RIGID HANDRAIL TO COMPLY
WITH COUNCIL REGULATIONS

 

DECK RL 1.0 AHD

  

 

 

 
 

TOP OF WALL RL. 1.0 AHD

 

MAXIMUM WATER RL 0.44 AHD .

 

 

 

 

 

 

 

 

 

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.”

 

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. DIM

ENSIONS 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) | 200 H6 TREATED HDWD PIER
Ji 150 x 75 (F14) JOISTS @ 750ctrs
BI} 150 x 75 (F14) BEARER
— All exposed timber to be H6 treated.

 

 

 

 

 

(P1)

   
  

(P1)

h<d

3000

c
C

c 5 FRONT ELEVATION
1:100

EXISTING REVETMENT WALL
1500
Ct |

 

v4

\
BI a DO NOT FIX JETTY
KF on fF) TO REVETMENT WALL

| DECKING:
= 26 x 140 (F14) HOWD
5 FIXED TO BEARERS WITH
TWO STAINLESS STEEL
SCREW EACH END.

f

HANDRAIL:
| RIGID HANDRAIL TO COMPLY
1

 

 

9000

WITH COUNCIL REGULATIONS

a

 

PILES:
1°LG=——— $200 TREATED
(P1) (Pt) HWD POLES

2617

j— za

 

 

 

 

 

 

 

 

 

( \ FRAMING LAYOUT
1:100

   
  

 

 

 

c \ SIDE ELEVATION
1:100

CONSTRUCTION

EXISTING

REVETMENT
stone WALL
PITCHING

 

NOTE:

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

 

 

 

5

 

m1:100 @ A2
Issue:

 

A \ DEBUILD T/A
SCG consulting ENGINEERS

STRUCTURAL eCIVILeGEOTECHNICAL
ABN 40 098 481 899
1/11 PROJECT AVE NOOSAVILLE QLD 4566
Ph (07) 5455 5604 Fax (07) 5455 5696

 

 

Title: Jetty Plan and Details.
Project Lot 256 (#47) Shorehaven Drive
Noosa Waters

 

Date: May 2016 | DrgNo. 26140-J1