SCG 26218-S1 Issue 1 · OPW16/0176

 

DRAWING SIZE - A2

[78008 aw
| N,
| 3%,
! Z>
| aN

    

1/MI6 S/S
ONE M16 S/S
VERTICALLY

 
   

 

 

 

    
 

 

s
I I
yo
25
RECESS BEARER &
STRINGERS 25 NOM INTO (P1)
PILE.

(P1)

c : * TYPICAL SECTION
1:20

|

    
 

Bi

1/M16 S/S 5
EACH BEARER NOTCH

 

(P1)

RECESS BEARER &
STRINGERS 25 NOM INTO
PILE.

C : . SPLICE JOINT DETAIL
1:20

HANDRAIL:
RIGID HANDRAIL TO COMPLY
WITH COUNCIL REGULATIONS

      

 

/ Lot 688
1y& AREA: 831m?
i= RP 897351
& | ® 127 SHOREHAVEN DR
= x NOOSAVILLE

54
4

—__~
0
=
40”

357

—__
~~ 22

7547 /

7208 > ~~ 28 i
80° 50’ 10” ~-—_/

  
 

PROPOSED JETTY

? REFER DETAILS FOR

DESIGN ELEMENTS

9000

200)

| 6000 y
SITE PLAN

Scale 1: 200

5

MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD

 

DECK RL 1.0 AHD

 

 

 

 

 

 

TOP OF WALL RL. 1.0 AHD

 

 

 

 

 

 

 

 

 

MAXIMUM WATER RL 0.44 AHD

 

" UNLESS NOTED OTHERWISE ALL TMBER 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 HDWD 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

 

 

 

 

— All exposed timber to be H6 treated.

3000

(Pt)

  

(P1)

oa
M

 

 

 

 

 

 

T

UW

WW

UW

WW >
UW

if

if

DO NOT FIX JETTY
TO REVETMENT WALL

C

u u

FRONT ELEVATION
1:100

EXISTING REVETMENT WALL

 

  

PIERS:
9200 TREATED
HWD POLES

 
   
   
  

 

 

9000

  
 

HANDRAIL:
RIGID HANDRAIL TO COMPLY
WITH COUNCIL REGUL,

 
   

 

 

 

IS

 

 

 

 

 

 

: - FRAMING LAYOUT
1:100

 

u
SIDE ELEVATION
1:100

 

      
  

Checked:
RPEQ 5835
S Richardson

 

   
 

REVETMENT
WALL

 

STONE
PITCHING

NOTE:
THE HEIGHT OF THE PILES ABOVE
NATURAL GROUND SHALL NOT

EXCEED THE PILE DEPTH IN THE
NATURAL GROUND.

 

   

Description

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

 
   

  

Revision

  

  

Issue:

   

DEBUILD T/A

     

Title: Jetty Plan and Details

  
 

 

Project 127 Shorehaven Drive
Noosaville

 
    

 

   

Rev.

Date: Jul 2016 Drg No. 26218 -S1