OPW14/0372 Operational Works application for jetty

 

 

DRAWING SIZE — A2

37000

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37000

SEAMOUNT QUAY
20000
eS. ‘|
2 Lot 96
~ AREA: 740m?
RP 839228
32 SEAMOUNT QUAY
NOOSA WATERS
70000
es
PROPOSED JETTY 5 =
meme —— | ETM
700

 

SITE PLAN — sese 1:200

 

VETTY FRAMING SCHEDULE

 

MARK

Sze GRADE

 

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a

at

 

 

2008 HG TREATED HDWO PIER
450 x 75 (F¥4) OTS © 750cbs
450 x 75 (FI4) BEARER

 

 

— Hi eaponed tinker to be HE trated.

26° 15°

   

RECESS BEARER &
STRINGERS 25 NOM INTO
"PILE,

(rt)

 

 

 

  

eS TYPICAL SECTION
1:20

 

 

 

 

 

 

 

 

(1)

 

 

 

Revision | Description Date

 

 

 

 

 

 

 

 

)

RECESS BEARER &
STRINGERS 25 NOM INTO
PRE.

SPLICE JOINT DETAIL
. = 5 1:20

RIGID HANDRAIL TO COMPLY
WITH COUNCIL REGULATIONS

 

 

_—- we

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

HANORAL:
MAXIMUM RECORDED FLOOD LEVEL, RL 2.00 AHD |
DECK RL 1.0 AHD
oe - = = = MAXIMUM WATER RL 0.44 AHD _ a =
Om) ) ) 2}
a TRS FAR i
ot I 1 | vail
i M I - Ho
oot \| i Gu
Hod I I ih:
uo u u u
FRONT ELEVATION SIE ELEVATION
1:100 1:100
EXISTING REVETWENT WALL
4500 |
L /
UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1. OF fs SNe ap a
APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 Nin, f BT | en! /
we. 4. Ol(Pt) DO NOT FIX JETTY
UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WTH THE [4 70 REVETMENT WALL,
ENVIRONMENTAL PROTECTION AGENCYS’ OPERATIONAL POUCY ~ “BUILDING
ANO EXGNEERING STANDARDS FOR TIOAL WORKS."
ALL STAINLESS STEEL BOLTS RODS, ETC SHALL BE APPROVED MARINE $
GRADE S16. ALL OTHER STEEL WORK INCLUDING HUTS, BOLTS, WASHERS, SCREW EACH END. TH en, ay \ e) ry)
AND SCREWS SHALL NOT BE HDG OR STAINLESS STEEL b; is Ty 8
TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED git-u- HAGA Sa Vg
WITH AN ALUMINUM ALLOY OR STAINLESS STEEL BAND, PILES: Lr) geen NRE teen VLA
#200 TREATED 4S wats a “at
DAWENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS HYD POLES 1200 amo 2150 @) “ ‘\
7000 ! \
\ ute
. HAHORAL: SS -
OADING CRITERIA: RIGO HANDRAIL TO COMPLY
TY WITH COUNCIL REGULATIONS
UVE LOADS = 2.0kPa
MOORED VESSEL (Max.)
LENGTH = 5.0m
WEIGHT = 1500Kq FRAMING LAYOUT
BERTHING VELOCITY = 0.5m/sec 4:100

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

Snnni———¢_#t__Fm1:100 @ A2

 

Issue:

CONSTRUCTION

Rcg)consuting ENGINEERS
STRUCTURAL ¢GIVIL GEOTECHNICAL

_ABN 40 098 481 899 |

 

DEBULD WA

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

 

Title: Jetty Plan and Details.

Project 32 Seamount Quay
Noosa Waters

Dig No. 24367-81

 

 

 

Z|
; Date: Dec 2014