OPW15/0025 Application for Jetty - 8 Masthead Quay

 

 

DRAWING SIZE — A2 Revi ssi Bel

 

 

 

 

 

 

 

 

 

 

 

 

 

MAS. THEAD QUAY a
1670 ; a
oe a os? er t > |
. \ 1 ° * } ”
\ \ / RECESS BEARER &

 

 

 

 

 

SPLICE JOINT DETAIL
“eo C = yf 20

\ \ | ssa
\ \
1

WTH COUNCIL REGULATIONS
MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHO

 

 

 

——
1
t

 

 

 

 

 

 

 

 
   
    

 

  
  

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

\ Lot 630 TOP OF WALL RL. 1.0 AWD
\ AEA Thom? \ DECK RL. 1.0. AHO
\ RP 883863. a —— MAXIMUM WATER RE 0.44 AHD rT ‘
a\5 MASTHEAD QUAY =e 7-7 ~ - - - L -
5 , 2 EXSTING
ah ® ai i) () wi yy] ro | REVETMENT
e \ I WALL
\ \ | tl I
\ \ Fi Ty ta Pd
tl I
\ I I i \
\ NOTE: ! 1 7 3 Bl Ht l
\ {. UNLESS NOTED OTHERMSE ALL TIMBER SHALL BE DURABILITY CLASS 1.0F = If | Hou iI
\ APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 ii, i I! | U! u
\ 2 UMLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WTH THE Ul NR
1 ENVRONWENTAL PROTECTION AGENCYS’ OPERATIONAL POLICY ~ "BUILDING —<
\ AND ENGREERING STANDARDS FOR TOA. WORKS. FRONT ELEVATION SIDE ELEVATION
\ 3. ALL STAINLESS STEEL BOLTS RODS, ETC SHALL BE APPROVED MARNE T:100 1:100
1 GRADE S16, ALL OTHER STEEL WORK WNCLUDING NUTS, BOLTS, WASHERS, . .
\ AND SCREWS SHALL NOT BE HDG OR STAINLESS STEEL
\ 4, TOP OF PLES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED DO NOT AX JETTY
\ WTH AN ALUMINUM ALLOY OR STAINLESS STEEL BAND. BASTING REVETHENT WALL JO REVETMENT WALL ‘a
THE HEGHT OF THE PILES ABOVE
MENON AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWS \ eS See TS 1b
‘ EXCEED THE PLE DEPTH IN THE
=5— + ee ‘ NATURAL GROUND.
\ LOADING CRITERIA:
JETTY
si UVE LOADS = 2,0kPa
\
\ MOORED VESSEL (Max.) ANDRAIL:
\ LENGTH = 5.0m ECD HANORAL TO COMPLY WTH
QR a \ WEIGHT = 1500Kg ‘COUNCIL REGULATIONS g
poe ve FOR BERTHING VELOCITY = 0.5m/sec
DESIGN ELEWENTS
\ Rnnint—?_?-—t_fm1:100 @ a2
Issue:
ETTY FRAMING SCHEDULE CONSTRUCTION
WARK SIZE /GRADE. DEBUILD TA
(Pt) | 2008 HG TREATED HOWD PIER 6ce consulting ENGINEERS
Scale 1:200 at 150 x 75 (FI4) WISTS @ 750ctrs STRUCTURAL ¢CIVILeGEOTECHNICAL
SITE PLAN sae a | cee “en Sheer
<< B2 | 175 x 75 (F14) BEARER oaN 4/11 PROJECT AVE NOOSAVILLE QLD 4566
(— BS | 200 x 75 (Ft4) BEARER Y \ Ph (07) 5455 5604 Fax (07) 5455 5696
t \
CN ~ AM expoeed timber 10 be HE tracted, \ 1/6 ) Title: Jetty Pian and Details.
<SfS_
” Project Lot 630 (#8) Masthead Quay
¢ = i LAYOUT 8 Noosa Water
1:40 ; Date: Feb 2018 | DrgNo. 25038-4 |”