OPW17/0106 Approved Plan

           -

    NOOSA COUNCIL
    APPROVED PLAN
OPW17/0106 30 MARCH 2017


[OCR of page images]
 

 

DRAWING SIZE — A2

—

cp 864
~~ Spey

wy
-

SITE PLAN

Lot 684

AREA: 811m?

RP 897352
COUNTY OF MARCH
PARISH OF WEYBA

4627. 18730
115" 38° 55” 120"

PROPOSED JETTY
REFER DETAILS FOR
DESIGN ELEMENTS

Scale 1:200

 

 

NOOSA COUNCIL
APPROVED PLAN

OPW17/0106 30 MARCH 2017

    

ONE M16 S/S
VERTICALLY

 

 

ct 8b
~ {Ea0¥

av

—

\

 

 

NOTE:

RECESS BEARER &
STRINGERS 25 NOM INTO
PILE.

: - TYPICAL SECTION
1:20

(P1)

DECK RL 1.0 AHD

   
 

       

 

 

 

 

MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD

MAXIMUM WATER RL 0.44 AHD

 

 

    
  

1/M6 S/S 5
EACH BEARER

 

BI 4
I)

NOTCH

 

 

(P1)

RECESS BEARER &
STRINGERS 25 NOM INTO

: - SPLICE X6INT DETAIL
1:20
“ - SPLICE JOINT DETAIL
1:20

— HANDRAIL:
RIGID HANDRAIL TO COMPLY
WITH COUNCIL REGULATIONS

 

 

 

TO

 

 

\M

 

 

 

UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1 OF (Pt)
APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 Min.

UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE

(P1)

 

 

 

 

ENVIRONMENTAL PROTECTION AGENCYS’ OPERATIONAL POLICY - "BUILDING
AND ENGINEERING STANDARDS FOR TIDAL WORKS.”

ALL STAINLESS STEEL BOLTS RODS, ETC SHALL BE APPROVED MARINE
GRADE S16. ALL OTHER STEEL WORK INCLUDING NUTS, BOLTS, WASHERS,
AND SCREWS SHALL NOT BE HDG OR STAINLESS STEEL.

3000

TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED
WITH AN ALUMINUM ALLOY OR STAINLESS STEEL BAND.

 

ZL
C

DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS

LOADING CRITERIA:
JETTY

LIVE LOADS = 2.0kPa

 

 

C

( ‘ FRONT ELEVATION
1:100

EXISTING REVETMENT WALL

1500

 

a)

 

 

 

(P1) (P1) (P1)

h<d

WALL

 

 

 

STONE
| PITCHING
|
|
|

 

 

 

 

 

 

+

3000

 

3000
3000

 

 

L

d
3000

 

 

—

 

 

C - SIDE ELEVATION
1:100 NOTE:

THE HEIGHT OF THE PILES ABOVE
NATURAL GROUND SHALL NOT

EXCEED THE PILE DEPTH IN THE
| NATURAL GROUND.

 

 

 

 

 

 

 

MOORED VESSEL (Max.)
LENGTH

WEIGHT

BERTHING VELOCITY

1000

5.0m
1500Kg

0.5m /sec

2617

 

JETTY FRAMING SCHEDULE
MARK SIZE /GRADE
(P1) | 2008 H6 TREATED HOWD PIER
Jt] 150 x 75 (F14) JOISTS @ 750ctrs
BI | 150 x 75 (F14) BEARER
B2 | 175 x 75 (F14) BEARER
B3 | 200 x 75 (F14) BEARER

 

9000

 

2617

 

 

 

2617

 

— All exposed timber to be H6 treated.

 

\/ a

|
'
DO NOT FIX JETTY

\
(Pt) 4 (Pt)

TO REVETMENT WALL

DECKING:
26 x 140 (F14) HDWD
FIXED TO BEARERS WITH
TWO STAINLESS STEEL
SCREW EACH END.

cr HANDRAIL:
RIGID HANDRAIL TO COMPLY

 

 

 

 

150

 

 

 

1500 "|

“ * FRAMING LAYOUT
1:100

WITH COUNCIL REGULATIONS

—— EXISTING
REVETMENT

TOP OF WALL RL. 1.0 AHD

 

 

 

 

PILES: Revision | Description Date
9200 TREATED Issue:
HWD POLES CONSTRUCTION

 

7 C) SC

 

 

 

 

DEBUILD T/A

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com

 

 

 

 

 

 

 

L lo] J ABN 40 098 481 899
1/6
“~_S/S Checked: Title: Jetty Plan and Details
RPEQ 5835
S_Richardson Project Lot 684 Shorehaven Drive
Noosa Waters
0 4 2 3 4 «5 Rex

 

Rev, - 10.06.16

Date: Mar 2017

 

Drg No. 27078 -J1