OPW16/0156 - Approved Plan

          -
   NOOSA COUNCIL
  APPROVED PLAN
OPW16/0156 9 AUG 2016


[OCR of page images]
 

 

DRAWING SIZE - A2

2 a“
7 a
2 a
a °
‘See
AN
2 “x8
7 a
7 a
7 a
2 a
\
\
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\ Lot 45
Z AREA: 1187m?
a\. RP. 839221
Cn, 1 LEESIDE
3 NOOSA WATERS

PROPOSED JETTY
REFER DETAILS FOR
DESIGN ELEMENTS

 

SITE PLAN

       
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  
  
 

   
      
     
       

 

    
  

 

 

 

 

 

 

 

Revision | Description Date
A ORIENTATION OF JETTY ALTERED 25.07.16
1/M16 S/S
3289 ONE M16 S/S
4268 _ —¢
eo .~ VERTICALLY
ar 8 29 Ne
“7 Zo. $09 —
oN
VS
ONY S 5
of; Ss
Y NOTCH
a aN | (P1)
/ ye we)
/ / RECESS BEARER &
5 STRINGERS 25 NOM INTO
/ PILE.
/ RECESS BEARER &
STRINGERS 25 NOM INTO
/ PILE.
/
‘
/ (P1) TYPICAL SECTION HANORALL:
/ 1:20 RIGID HANDRAIL TO COMPLY
/ WITH COUNCIL REGULATIONS
/ MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD
: _ “ " = _ _ _
/ TOP OF WALL RL. 1.0 AHD
/ DECK RL 1.0 AHD
/ === MAXIMUM WATER RL 0.44. AHD
, _ “ — _ _ | _
‘ (Pt) EXISTING
/ (P1) (P1) > (P1) (P1) | REVETMENT
M
‘ = i! stone WALL
|! i! PITCHING
H i! g} ||
TX TI Il | I 3 |
II II iI iI g| |! I
/ I I Hef ou mB) i!
a | I is} ql | im
se S| I I | gf ron i!
&/ I I 3 | Vl II ud
Jey I I Vl 11
~ I I | II ul
/ {tu u Il u
u
/ FRONT ELEVATION SIDE ELEVATION
/ 1:100 1:100
NOTE:
1. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1 OF DO NOT FX Jey
APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 Min. TO REVETMENT WALL EXISTING REVETMENT WALL
2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE 1500
ENVIRONMENTAL PROTECTION AGENCYS’ OPERATIONAL POLICY - "BUILDING
AND ENGINEERING STANDARDS FOR TIDAL WORKS.” a a NOTE:
3. ALL STAINLESS STEEL BOLTS RODS, ETC SHALL BE APPROVED MARINE LOANS a) NATURAL GROUND SHALE NOP
GRADE $16. ALL OTHER STEEL WORK INCLUDING NUTS, BOLTS, WASHERS, i? PIERS: EXCEED THE PILE DEPTH IN THE
AND SCREWS SHALL NOT BE HDG OR STAINLESS STEEL. : ,
! ae 1, I , #200 TREATED NATURAL GROUND.
4, TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED \ / oy
WITH AN ALUMINUM ALLOY OR STAINLESS STEEL BAND. S/S - t f DECKING:
‘ 26 x 140 (F14) HOWD
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS FIXED TO BEARERS WITH
TWO STAINLESS STEEL
SCREW EACH END.
LOADING CRITERIA:
JETTY HANDRAIL:
LIVE LOADS = 2.0kPa § CN Ys /. RIGID HANDRAIL TO COMPLY
~ s ey /s / WITH COUNCIL REGULATIONS
hE? >
MOORED VESSEL (Max.) (o's en)
(py)! Ny 0 1 2 3 4 5
LENGTH = 5.0m 1 Gol y, m1:100 @ A2
WEIGHT = 1500Kg shy ox
BERTHING VELOCITY = 0.5m/sec es Issue:
/ ne CONSTRUCTION

 

Scale 1: 200

 

JETTY FRAMING SCHEDULE
MARK SIZE/GRADE
(Pt) | 2006 H6 TREATED HOWD PIER

 

 

 

 

1 | 175 x 75 (F17) JOISTS @ 750ctrs
Bt | 150 x 75 (F17) BEARER
B2__| 175 x 75 (F17) BEARER

— All exposed timber to be H6 treated.

 

 

 

 

 

OPW16/0156 9 AUG 2016

NOOSA COUNCIL
APPROVED PLAN

 

 

C 5 FRAMING LAYOUT
1:100

 

= DEBUILD T/A

fi ~\
(S$CG)consulting ENGINEERS
Uv STRUCTURAL eClIVILeGEOTECHNICAL
ABN 40 098 481 899

 

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

 

Title: Jetty Plan and Details.

 

Project Lot 45 (#1) Leeside Place

Noosa Waters

 

 

 

Rev.

Date: Juli 2016 Drg No. 26206-J1