Approved Plan OPW16/0337

          -
   NOOSA COUNCIL
   APPROVED PLAN
OPW16/0337 22 DEC 2016


[OCR of page images]
 

DRAWING SIZE — A2

ge uc

a

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4

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By

EXISTING JETTY

TO BE REMOVED. “
“ +

SITE PLAN

Lot 591

AREA: 886m?
R.P 883861
3 MASTHEAD
NOOSAVILLE

500

38147

3000

 

 

 

 

 

 

 

25° 42’ 50”

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

10000
_- _- \--
115° 42’\ 45"
<— I
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) \
2 I
S| I
( s
L\ E44
\20) a

 

 

 

 

 

Scale 1: 200

500

 

-

 

 

0.5(W) X 3.0m(L)
STEP.

PROPOSED JETTY

[+ REFER DETAILS FOR

DESIGN ELEMENTS

       
  

ONE M16 S/S
VERTICALLY

PILE.

(Pt)

75sq. x 3.0 x 6.5 CORNER RADIUS
ALUMINIUM SHS (ALMAX AA180),
CAP TOP AND BOTTOM.

\
|
o |
=| (P2) | |

 

cL

150 x 75

 

 

6mm ALUMINIUM PLATE
3/M16 STAINLESS STEEL
BATTEN SCREWS.

c . BOAT TIE POST DETAIL
1:20

RECESS BEARER &
STRINGERS 25 NOM INTO

 

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.”

 

 

 

  

 

( : \ TYPICAL SECTION
1:20

     
 

 

 

    
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
 

 

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.

   
 

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

 

 

 

oO
a
S32
1/M16 S/S 63 8
Bae
N 2 >
NO m Q
yoo 2
ov2
Bro
s ho 2r
~ 4
1/Mi6 S/S 5 o
EACH BEARER Norn
I I
|
5 (Pt) KD
RECESS BEARER &
STRINGERS 25 NOM INTO
(P1) PILE.
SPLICE JOINT DETAIL
1:20
MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD
TOP OF WALL RL. 1.0 AHD
DECK RL 1.0 AHD I | =
MAXMUM WATER RL 0.44 AHO JS u “
. (Pt) |_.E¥ISTING
(P1) (P1) wl (Pt) (P1) (P1) 1 REVETMENT
= ly stone WALL
! I PITCHING
S| |
RS | oO | 5 |
| 3) |) I
| | g| | aa |
o| | | S| | I
8 | | o/s} | | |
I | | | 1b
| |
| |
u i}
( eit ELEVATION SIDE ELEVATION
1:4 14
00 00 NOTE:
THE HEIGHT OF THE PILES ABOVE
sso EXISTING REVETMENT WALL NATURA GROUND SHALE NOs
t—~y EXCEED THE PILE DEPTH IN THE
NATURAL GROUND.
“a Ag t TA

 

 

5. DIMENSIONS AND LEVELS SHAI

LL 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

 

 

9000

 

a DO NOT FIX JETTY

TO REVETMENT WALL

 

DECKING:

[26 x 140 (F14) HOWD
FIXED TO BEARERS WITH
TWO STAINLESS STEEL
SCREW EACH END.

HANDRAIL:
RIGID HANDRAIL TO COMPLY

 

|
5 end WITH COUNCIL REGULATIONS
Bl =| |
BI PILES:
}—p 7 Se 9200 TREATED
(P1) HWD POLES

     

  
     
   

Existing jetty shown 05.12.2016

Issue" CONSTRUCTION

Unit 1/11 Project Ave,
Noosa Heads

   

JETTY FRAMING SCHEDULE

 

 

MARK

   

SIZE/GRADE

 

       
     
     
     
 

(P1)

B3

  

(P2) | 75sq x 3.0 x 6.5r ALUMINIUM SHS
J 150 x 75 (F14) JOISTS @ 750ctrs
BI 150 x 75 (F14) BEARER
B2 175 x 75 (F14) BEARER

 

2009 H6 TREATED HDWD PIER

200 x 75 (F14) BEARER

— All exposed timber to be H6 treated.

 

 

 

FRAMING LAYOUT
1:100

0 1

 

 

 

 

  

Checked:
RPEQ 5835

S Richardson

2 3 4 5

Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
[ABN 40 098 481 809

       
 
     
       

Title: Jetty Plan and Details

 

Project Lot 591 #3 Masthead Quay
Noosaville

 

Rev.

Drg No. 26362 -J1 A

 

Rev, - 10.06.16

Date: Dec 2016