Approved Plan OPW16/0176

          -


  NOOSA COUNCIL
  APPROVED PLAN
OPW16/0176 2 SEP 2016


[OCR of page images]
 

 

 

DRAWING SIZE - A2

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72° 08 ~—___12448 1

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80° 50’ 10” ~-—_]/

  
 

PROPOSED JETTY

? REFER DETAILS FOR

DESIGN ELEMENTS

 

Lod

| 6000 |
SITE PLAN

Scale 1:200

5

    

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

 
   
  
 

  

RECESS BEARER &
STRINGERS 25 NOM INTO

C : * TYPICAL SECTION
1:20

    

MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD

DECK RL 1.0 AHD

 

 

 

    
 

1/M16 S/S
EACH BEARER

PILE.

 

NOOSA COUNCIL
APPROVED PLAN
OPW16/0176 2 SEP 2016

 

 

 

 

BI
25

NOTCH

 

 

RECESS BEARER &
STRINGERS 25 NOM INTO

c : * SPLICE JOINT DETAIL
1:20

HANDRAIL:
RIGID HANDRAIL TO COMPLY
WITH COUNCIL REGULATIONS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 
    
  
 
 
 
 

 

 

TOP OF WALL RL. 1.0 AHD

 

 

 

 

\
————_ T=! MAXIMUM WATER RL 0.44 AHD
EXISTING
(P1) (P1) (P1) 2 (P1) REVETMENT
stone WALL
PITCHING
MPS OS hy oS
i I I fF II
UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1 OF i I I i
APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 Min. = i I I S 1
8 It iI II gs.
UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE ™ V1 II I “| 8 1
ENVIRONMENTAL PROTECTION AGENCYS' OPERATIONAL POLICY - "BUILDING i I II i
AND ENGINEERING STANDARDS FOR TIDAL WORKS.” I i | il
{LI wu u u
ALL STAINLESS STEEL BOLTS RODS, ETC SHALL BE APPROVED MARINE
GRADE S16. ALL OTHER STEEL WORK INCLUDING NUTS, BOLTS, WASHERS, FRONT ELEVATION SIDE ELEVATION
AND SCREWS SHALL NOT BE HDG OR STAINLESS STEEL. 1-100 1-100
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 DO NOT FIX JETTY
EXISTING REVETMENT WALL TO REVETMENT WALL
| 1500
LOADING CRITERIA: ¥ “\
JETTY =
LIVE LOADS = 2.0kPa s
~ PIERS: NOTE:
URED VESSEL (or) | oa CPS
LENGTH = 9.0m o EXCEED THE PILE DEPTH IN THE
WEIGHT = 1500Kg 8 DECKING: NATURAL GROUND.
BERTHING VELOCITY = 0.5m/sec 06 x 40 (14

 

 

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9000

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

B | HANDRAIL:
=| =' =! 7
S RIGID HANDRAIL TO COMPLY
JETTY FRAMING SCHEDULE
MARK SIZE/GRADE
(P1) | 200 H6 TREATED HDWD PIER
Jt 150 x 75 (F14) JOISTS @ 750ctrs —
Bi 150 x 75 (F14) BEARER 8
B2 175 x 75 (F14) BEARER N
B3 200 x 75 (F14) BEARER o S
Ss ' rsx S
‘Q LS Sot a *
- N P= - —+ - —+ O —+ ~ + + +
— All exposed timber to be H6 treated. N (P1) B3 I \B3 Pt)
o| 100 2900 2900 r~100°
wo i r
6000 3

 

 

 

( . FRAMING LAYOUT
1:100

 

     
  

 

 

 

iY

 

y

lo
“ 1/MI6
<S/S

0 1 2

Annnni——__ 7-7, __°m1:100 @ A2

3

 

Revision | Description

 

Date

 

 

Issue:

CONSTRUCTION

 

C) SC6

DEBUILD T/A

Unit 1/11 Project Ave,
Noosa Heads

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

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

 

 

Checked:
RPEQ 5835
S Richardson

 

Title:

Jetty Plan and Details

 

 

 

4 5

Noosaville

Project 127 Shorehaven Drive

 

Date: Jul 2016

 

 

DrgNo. 26218 -S1