OPW14/0266 Updated Plan showing corrected Lot no

 

 

 

JETTY USE:
SINGLE USER, PRIVATE

SEAHORSE PLACE NO VEHICULAR ACCESS

 

 

 

WALKWAY DECK VERTICAL
DESIGN LIVE LOAD - 2.0 kPa

 

‘287° 30°

 

 

 

MAXIMUM MOORED VESSEL
LENGTH - 5.0m WEIGHT - 1500kg
BERTHING VELOCITY - 0.5 m/sec

 

 

PILES:

ALL PILES SHALL BE APPROVED
HARDWOOD AND TREATED

TO HAZARD 6.

ALL PILES SHALL BE INSTALLED
IN ACCORDANCE WITH AS 2159
PILING CODE

35479
17° 30°

35472
Ir so

 

 

 

LOT 342 NOTE:

THE HEIGHT OF THE PILES
ABOVE NATURAL GROUND
SHALL NOT EXCEED THE
PILE DEPTH IN THE
NATURAL GROUND

710 m2

 

 

 

NOTES:

1, UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1
OF APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 MIN.

2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH
st 20000, THE ENVIRONMENTAL PROTECTION AGENCYS’ OPERATIONAL POLICY - “BUILDING
167° 30° AND ENGINEERING STANDARDS FOR TIDAL WORKS."

3. ALL STAINLESS STEEL BOLTS, RODS, ETC., SHALL BE APPROVED MARINE
GRADE 316, ALL OTHER STEELWORK INCLUDING NUTS, BOLTS, WASHERS,
SCREWS, NAILS, ETC., SHALL BE HOT DIPPED GALVANISED OR STAINLESS STEEL.

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

 

 

9000 O/A

PROPOSED

JETTY §, DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS.

 

 

6000 12800

 

 

 

 

REAL PROPERTY
DESCRIPTION
LOT 342

RP 895073
PARISH WEYBA
COUNTY MARCH

SITE PLAN 1:20

(ONE M16 S/S ++
VERTICALLY
Sa 77150576 STRINGER ae
! si : sneer toox75 fg z aaa)
ie 150 x75| HEADSTOCK o——}- ——1/M18 8 PN saees
25 25 EACH BEARER
RECESS HEADSTOCK =| 9200 TREATED -{---—— 2200 TREATED
& STRINGERS HUD PILE . HD PILE
25 NOM INTO PILE LJ
4
TYPICAL SECTION SPLICE JOINT DETAIL
4:20 4:20
(-HANDRAIL:
RIGID HANDRAIL TO COMPLY
WITH COUNCIL REGULATIONS
__ MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD
TOP OF WALL
R10 AKD fo a

 

 

 

 

 

 

 

 

 

 

 

 

 

125
MIN,

 

   

 

 

 

 

 

MINIMUM WATER RL 0.44 AHD

 

 

 

 

 

 

 

 

 

 

:

ial
lI |
VI |
lI |
lI |
u

FRO

1500 O/A

 

u

NT ELEVATION 1:00

le. r— EXISTING REVETMENT
WALL

 

 

 

=

NS DO NOT FIX JETTY

TO REVETMENT WALL

 

 

 

 

jt ———-——=- DECKING:

 

25 x 140 F14 HWD FIXED

 

 

  

 

 

TO BEARERS WITH TWO

‘WITH
COUNCIL REGULATIONS

 

 

 

 

 

 

 

 

 

FRAMING LAYOUT ::10

 

 

II
I!
8)
II
iI

u

SIDE ELEVATION tao

 

 

 

 

wear

STONE

PITCHING

 

 

Cc

 

D & K PASSENGER
PROPOSED

JETTY

LOT 342 (No.12)
SEAHORSE PLACE
NOOSAVILLE

 

Mida S Engineering

Suites 7 & 16 L1 Cooloola Centre 97 Poinciana Av
TewantinQ 4565 PO Box 1153 Tewantin Q 4565

 

 

 

 

rons carmen
Website ‘www.nordenengineering .com

DRAWN DATE

S ASHTON JUNE 2014
SCALE

AS SHOWN ci . RPEQ.
ISSUE

WORKING DRG

 

armel
AMENDMENT

"1228-1 | A