OPW15/0038 Operational Works application for Jetty

 

Revision | Description Date

 

DRAWING SIZE — A2

 

 

 

Lot 133

 

Y

\>

 

 

SITE PLAN Scole 1:200

 

 

 

 

 

 

 

 

MAXIMUM RECORDED FLOOD LEVEL RL. 2.00 AHD

 

 

MAYAUM WATER RL 0.44 AHD

 

 

 

 

 

 

 

 

rp HANDRAL:
RIG HANORAL TO COMPLY
ATH COUNCIL REGULATIONS

 

 

 

 

 

TOP OF WALL RL 1,0 AHO

 

 

 

+)

 

 

 

 

 

 

 

 

UNLESS NOTED OTHERWSE ALL TIMGER SHALL BE DURASILITY CLASS 1 OF

"APPROVED SPEGES AND HAVE A MAMIUM STRESS GRADE OF FI4 Sn,

UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALE COMPLY WTH THE
EXVRONMENTAL PROTECTION AGENGYS' OPERATIONAL POUCY ~ "BURLDING
‘AND ENGINEERING STANDARDS FOR TIDAL WORKS,”

‘ALL STAINLESS STEEL BOLTS ROOS, ETC SHALL BE APPROVED MARINE
GRADE S16. ALL OTHER STEEL WORK INCLUOING NUTS, BOLTS, WASHERS,
(AND SCREWS SHALL NOT BE HOG OR STANLESS STEEL

‘TOP OF PALES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED
WH AN ALUMINUM ALLOY OR STANLESS STEEL BAND,

DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAGS

LOADING CRITERIA:

ny

LIVE LOADS = 20KPa
MOORED VESSEL (Mox.)

LENGTH = 5.0m
WEIGHT = 1500Kg

BERTHNG VELOCITY © = 0.6m/sec

 

 

JETTY FRAMING SCHEDULE.
WARK SE/GRADE
(Fi) | 2000 6 TREATED HOWD PER

a | 450 x 75 (P14) JOISTS © 750ctre
Bt] 150 x 75 (FI4) BEARER

82 | 175 x 75 (FI4) BEARER

83 | 200 x 75 (F14) BEARER

 

 

 

 

 

— Al epomed ruber io ba 138 (rected,

 

 

Ly
Q FRONT ELEVATION
1:100

hod

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

FRAMING LAYOUT
1:100

 

 

 

 

aie!
Vs -”

 

 

 

 

 

fnand—t__}-——L__im1:100 © A2

 

 

Issue:
CONSTRUCTION
DemULO TA
Beg)sonsuting ENGINEERS
STRUCTURAL4CIVIL@GEOTECHNICAL
_.__.__ ABN 40 098 461 899

1/11 PROJECT AVE NOOSAVILLE QLD 4866
Ph (07) 5455 5604 Fax (07) 5455 5696

 

Title: Jetty Plan and Detalls.

Project Lot 133 (#29) Shorehaven Drive
Noosa Water

Drg No, 25095-J1

 

 

iL.

 

 

 

Date: Mar 2015

ov, 3201.5,