OPW15 /0026 Application for Jetty - 35 The Anchorage · OPW15/0026

 

DRAWING SIZE - A2

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i z

iB Lot 797
[= AP so

THE ANCHORAGE ROAD

 

. UNLESS NOTED OTHERWISE ALL. TIMBER SHALL BE DURABILITY CLASS 1 OF

APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF P14 Min,
UNLESS NOTED OTHERWMSE ALL CONSTRUCTION SHALL COMPLY WITH THE

100

 

 

 

 

 

 

 

 

 

 

 

 

MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD

 

 

 

 

 

 

 

 

 

 

Revision

Description

Date

 

 

 

 

 

 

 

RECESS BEARER &
STRINGERS 25 NOM INTO
PILE.

¢ : = JOINT DETAIL
1:20

 

 

 

WITH COUNCIL REGULATIONS

HANDRALL:
[# HANDRAL. TO COMPLY

 

 

 

 

 

 

 

 

 

    

 

 

  
  
   

 

  

Lo -

 

 

 

 

2565
E

6 14618 fio ‘8
rae 26 2 YU Se Ot
Ee | _so00
| =
| =
: 2s |
En
 , 4100,

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SITE PLAN

Scale 1:200

ENVIRONMENTAL PROTECTION” AGENCYS' OPERATIONAL POLICY = "BUILDING
‘AND ENGINEERING STANDARDS FOR TIDAL WORKS.”

ALL STAINLESS STEEL BOLTS RODS, ETC SHALL BE APPROVED WARNE
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:

ETTY

UVE LOADS = 2.0kPa
MOORED VESSEL (Mox.)

LENGTH = 5.0m
WEIGHT = 1800Kq
BERTHING VELOCITY = 0.5m/sec

 

vETTY FRAMING SCHEDULE
MARK SZE/GRADE
(Pi) [2008 HE TREATED HOW) PIER
dh | 150 x 75 (F14) JOISTS © 750ctrs
Bt | 150 x 75 (F14) BEARER
B2 | 175 x 75 (FI4) BEARER
BS] 200 x 75 (FIA) BEARER

 

 

 

 

 

 

= Ai exponed timber 1s be HE trnatid.

 

 

 

 

 

  
 
 
  

 

 

 

DECK RL 1.0 AWD
— = WAXMUM WATER RL 0.44 AHD _ y oS 7
) ) ° ol] eal] ep i ROEMERT
2 l WALL
| tt I
a a H tl i g Hi
i i af
ul I I
I ~ g a) I i
t | & i} ttt
au
IH i {— Ltt
u eg —
=\ FRONT- ELEVATION = \ SIDE-ELEVATION:
C7100 00
DO NOT FX JETTY
TO REVETMENT WALL BAISTING REVETMENT WALL
a oe RSA NOTE:
/ 3 THE BEGHT OF THE PHLES ABOVE
! ow gi PIERS: = ED HE PLE OH THE
ma | 9200 ‘TReaTeD () () NATURAL GROUND.
‘Ate HWO POLES a
A a

 

 

    

DECKING:
26 x 140 (F14) HOW

 

 
 

 

 

9000

Rnann—t_F—t__fim1:100 @ A2

 

Issue:

CONSTRUCTION

 

 

 

 

 

 

 

 

 

ey

DERUILD TA

consulting ENGINEERS
STRUCTURAL @CIVILSGEOTECHNICAL

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 797 (#35) The Anchorage
Noosa Water

 

Date: Feb 2015 Drg No. 25075-J1

 

Rev, 30.01.05