OPW14/0365 Application for replacement of existing jetty

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

. OR AWING SE _ A2 Revision | Description Date
at
15849 8 3
oe = noTcH
Pr 108" 15° 7 7
| . (P1)
i | , 1 RECESS BEARER &
i i STRINGERS 25 NOW WTO
| PRE,
|
| i SPLICE JOINT DETAIL
! | EG 1:20
i
| |
t I
| ! HANDRAL: —
| | RIGO HANDRAIL 1D COMPLY
! | WH. COUNCH. REGULATIONS
j ' ut RECORDED FLOOD LEVEL R200 - — t
: Lot 360 I TOP OF WALL RL. 1.0 AMD
ols AREA: 706m" gle DECK RL1,0.AHD _ —_\
ai RP B46 Big = SS eA TER RL OM AD _ _
& COUNTY MARC pestiG
| ) a) pee 4 eo [fen 2
i WAL Tone i =
| a |
' TEA |
i { vr}
| 1 4 11 ai i
' UNLESS WOTED OTHERMSE ALL TMGER SHALL BE DURABLITY CLASS 1.0F IT i g in | g ~
| APPROVED SPECS AND HAVE A MNIMLM STRESS GRADE OF FI4 Win. i! i! i |
! ORLESS NOTED OTERWSE ALL CONSTRUCTION SHALL COMPLY WTH THE = IE NW iH
| ENVROWWENTAL PROTECTION AGENCYS’ OPERATIOWAL PouCcy ~ "OULDNG =! 4— HH
| AND ENGINEERING STANDARDS FOR TIDAL WORKS: FRONT ELEVATION SIDE ELEVATION
| AL STAWLESS STEEL BOLTS RODS, ETC SHALL BE APPROVED MARINE 1:100 1:10
| GRADE. SIB. ALL OTHER STEEL WORK INCLUDING NUTS, BOLTS, WASHERS, . :
i AND SCREWS SHALL NOT BE HOG OR STANLESS STEEL
| TOP OF PRES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED 0 NOT AK ETIY
I WITH AN ALIAMNUM ALLOY OR STAINLESS STEEL BAND, ee TO REVETMENT WALL EXISTING REVETMENT WALL WE
' ar ~s THE HEGHT OF THE PLES ABOVE
5. DIMENSIONS AND' LEVELS SHALL NOT BE SCALED FROM THESE DRAWNGS x ) | / he te PRES A
/ os \ [== ery CEE THE LE DEPTH THE
geo ——> | g /
LOADING CRITERIA: \ LE, ant! PERG, a x
eTY \ 1g |" }
LIVE LOADS = 20KPa ‘ .
WOORED VESSEL (Max) ,
LENGTH = 5.0m
WEIGHT = 1500Kg
BERTHING VELOCITY = 0.5m/sec
: Snnnnt-—_..2-—t___.m1:100 @ A2
SITE PLAN seta | ; i
. i sETTY FRAMING SCHEDULE 4 ~ 8 [-————- @, eo) CONSTRUCTION
‘ WaRK SIZE /GRADE \ / 3 i toa aa seaD TA
(Pi) | 2008 HE TREATED FW PER Noe zy mol yy 3 “SCG consulting ENGINEERS
SS a 0 ; 5 ah JOsTS e Tdctrs 8 ; ort 15 a = s * Ne a eee eee eet N40. 008 481 #09
BEARER 5
(os 62 | 175 x 75 (F14) BEARER a et al 4 1/11 PROJECT AVE NOOSAVILLE QLD 4566
CY 83 | 200 x 75 (Ft4) BEARER: "yp a Ph (07) 5455 5604 Fax (07) 5455 5698
— Ai eaponed tinder to bo 15 treated, i *, 4100 Fr Title: Jetty Plan and Details.
i L—}
YA *! Project fot 360 (#8) Neplune Circuit
\ Be FRAMNG LAYOUT Noosaville
Rev

 

1:100

 

 

Date: Nov 2014 DrgNo, 24341-S1

 

Rey = $008.05