OPW15/0181 - Amended Plan - Correct Lot No

 

    

 

 

 

 

 

Revision | Description Date
DRAWING SIZE ~ A2 A REVISED JETTY POSITION 21,09.
B REVISED SITE INFORMATION 08.10."
1/M16 S/S
ONE M16 S/S
VERTICALLY
Pee 8t
L284 3g “ois aT

~ 4
20 —*8601
04° 36° 25° —

' Lot 829

AREA: 987m?
/ SP. 102579
1 LOT 829 THE PROMONTORY
/ NOOSA WATERS

 

ee 11856
"3° 39° 35> 13556
101° 08" 05"

 

13621 Joo

Scale 1:200

SITE PLAN

PROPOSED JETTY
REFER DETAILS FOR
DESIGN ELEMENTS

13621

    
 

RECESS BEARER &
STRINGERS 25 NOM INTO
PILE.

- : ; TYPICAL SECTION
1:20

0)

MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHI

100

 

 

 

 

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1/M6 S/S BI
EACH BEARER 25
NOTCH
RECESS BEARER & (P1)
STRINGERS 25 NOM INTO
PILE.
SPLICE JOINT DETAIL
1:20
HANDRAIL:

RIGID HANDRAIL TO COMPLY
WITH COUNCIL REGULATIONS

 

 
  

DECK RL 1.0 AHD

 

 

 

 

TOP OF WALL RL. 1.0 At

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

MAXIMUM WATER RL 0.44 AND S "
© (Pt) EXISTING
(P1) (P1) My (PI) (P1) i) REVETMENT
| STONE
ol PITCHING
| I Ss | 5 |
1 I S| |! |
I 8) |) |
o Ss | m | |
3 ~) Sl 1} | -
| 1 ot
|
|
ru
FRONT ELEVATION SIDE ELEVATION
1:100 1:100
NOTE:
1. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1 OF
APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 Min. EXISTING REVETMENT WALL
1500
2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE 4——7* |
ENVIRONMENTAL PROTECTION AGENCYS’ OPERATIONAL POLICY - "BUILDING OTE
AND ENGINEERING STANDARDS FOR TIDAL WORKS. AN a THE HEIGHT OF THE PILES ABOVE
3, ALL STAINLESS STEEL BOLTS RODS, ETC SHALL BE APPROVED MARINE s NN DO NOT FIX JETTY CEES THE PILE DeP nT IN THE
GRADE S16. ALL OTHER STEEL WORK INCLUDING NUTS, BOLTS, WASHERS, \— TO REVETMENT WALL NATURAL CROUND
AND SCREWS SHALL NOT BE HDG OR STAINLESS STEEL. -
4, TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED o DECKING:
WITH AN ALUMINUM ALLOY OR STAINLESS STEEL BAND. 3 26 x 140 (F14) HOWD
; FIXED 10 BEARERS WITH
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS f= i TWO STAINLESS STEEL
SCREW EACH END.
OADING CRITERIA: ae late beard
LOADING CRITERIA: 3 RIGID HANDRAIL TO COMPLY
JETTY 8 | | I WITH COUNCIL REGULATIONS
LIVE LOADS = 2.0kPa -| gs sl = =
MOORED VESSEL (Max.) | | | Omni ——2 2 * Sm :100 @ A
LENGTH = 5.0m 1 tae PILES:
WEIGHT = 1500Kg r ey t “Ten iD POS Issue:
BERTHING VELOCITY = 0.5m/sec toa CONSTRUCTION
3 | | | L DEBUILD
S | *f}consulting ENGINEERS
| ' ' 4 — SCG STRUCTURALeCIVILeGEOTECHNICAL
“ . 4 q \ . ABN 40 098 481 €
JETTY FRAMING SCHEDULE 4 1/11 PROJECT AVE NOOSAVILLE QLD 456
MARK SIZE /GRADE "1/Mi6 Ph (07) 5455 5604 Fax (07) 5455 5691
ca] \ /
(P1) | 2009 H6 TREATED HDWD PIER = 1500 s/s Title. Jetty Pl d Detail
Jt | 150 x 75 (F14) uOISTS @ 750ctrs le: ety rian and Velal's.
BI 180 x 75 (F14) BEARER FRAMING LAYOUT Project Lot 829 The Promontory
— All exposed timber to be H6 treated. 1: 1 00 3 Noosa

 

Date: May 2015 | DrgNo. 251541] B