OPW14/0367 Response to Information Request - Amended IDAS forms & plan

 

DRAWING SIZE — A2

Lot 767
AREAS 795en?
RP 908245

SHOREHAVEN DRIVE
NOOSA WATERS

Lot 768

AREA: 828m"

RP 908245
SHOREHAVEN DRIVE
NOOSA WATERS

ONE NIE S,
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¢ : ee SECTION
1:20

100

 

 

 

 

 

 

(Ft)

 

MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD

  

Revision | Description Date

 

 

 

 

 

 

 

 

 

 

©) SPLICE JOINT DETAIL
1:20

HANDRAIL:
RIGID HANDRAIL TO COMPLY
WITH COUNCIL, REGULATIONS

 

 

 

 

TOP OF WALL RL 1.0 AHD

 

DECK RL 1,0 AHD_|

 

iN

 

 

5 MAXIMUM WATER RL 0.44 AHO

 

 

(Pt) (1) (PI)

h<d

 

 

 

 

 

 

 

 

 

(i)

 

EXISTING

REVETMENT

WALL
PITCHING

 

 

 

 

 

SITE PLAN Scale 1:200

 

 

UNLESS NOTED OTHERMSE ALL TIMBER SHALL BE DURABILITY CLASS 1 OF
/ APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF Ft4 Min,

2 UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE
ENVIRONNENTAL PROTECTION AGENCYS’ OPERATIONAL POLICY - "BUILDING

AND ENGINEERING STANDARDS FOR TIDAL WORKS,” |

4 ALL STAMLESS 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, DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.

I
LOADING CRITERIA:
TTY
UVE LOADS

MOORED VESSEL (Max.) \
LENGTH 5.0m
WEIGHT 1500Kq

BERTHING VELOCITY = 0.5m/sec

= 2.0kPa

ou

 

JETTY FRAMING SCHEDULE
WARK SIZE /GRADE
(PI) | 2000 HE TREATED HOW PIER
at | 150 x 75 (FI4) JOISTS © 750ctrs
Bt__| 190 x 75 (Ft4) BEARER
= Ml expned timber to be HE treated.

 

 

 

 

 

 

£
|

 

 

 

i !

i
7

It 3 !

tt !

i !

1

C = — ELEVATION
1:100

 

 

 

  
 

2617

———~ 26 x 140 (F14) HOW
FIXED TO BEARERS WTH

TWO STAINLESS STEEL

SCREW EACH END.

 

217

 

27

 

 

 

 

 

 

150

C - > FRAMING LAYOUT
1:100

HANORAL
RIGO HANDRAIL TO COMPLY
WITH COUNCIL REGULATIONS

 

NOTE

THE HEIGHT OF THE PILES ABOVE
NATURAL GROUND SHALL NOT
EXCEED THE PILE DEPTH IM THE
NATURAL GROUND,

 

 

 

fant—t_?—t_fm1:100 @ a2

 

issue:

 

CONSTRUCTION

&ce consulting ENGINEERS
STRUCTURAL@CIVIL¢GEOTECHNICAL
_.__ ABN 40.098 481 809

1/11 PROJECT AVE NOOSAVILLE QLD 4566
Ph (07) 5455 5604 Fax (07) 5455 5696

 

Title: Jetty Plan and Details.

Project Lots 767 & 768 Shorehaven Drive
Noosa Water

 

 

Rev,

Date: Feb 2015 Drg No. 25036-J4

 

ev. ~ 80.01.05