Scg 25424-J1 · OPW15/0223

DRAWING SIZE - A2

    

ONE M16 S/S
VERTICALLY

Revision | Description

 

Date

 

 

 

 

 

 

 
 

us)
—z 8 8
aa “\
1420" 0 00” |
1
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3) a\8
Si Lot 626 a8
alg AREA: 760m? me
4 . m
ay RP. 883863 \
\ Parish of Weyba \
County of March \
\ 16 MASTHEAD QUAY \
NOOSA WATERS
\

 

BOAT LIFT BY
OTHERS.

EXISTING JETTY TO
BE REMOVED

SITE PLAN

 

7000

 

 

 

 

PROPOSED JETTY
REFER DETAILS FOR
DESIGN ELEMENTS

 

 

Jb s000 J) s100 _)
Scale 1:200

NOTE:
1.

   
 

RECESS BEARER &

 

  

STRINGERS 25 NOM INTO
(Pt)

C : yn SECTION
1:20

DECK RL 1.0 AH

S

(P1)

    

MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD

MAXIMUM WATER RL 0.44 AHD

   

Bt
1/MI6 S/S

— —

—=

 

RECESS BEARER &

STRINGERS 25 NOM INTO
PILE.

 

HANDRAIL:

RIGID HANDRAIL TO COMPLY
WITH COUNCIL REGULATIONS

 

 

 

 

 

TS TS

 

TS

3000

 

 

 

 

u

FRONT ELEVATION
1:100
ESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1 OF
APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 Min.

UNL

h<d

 

 

 

 

 

 

 

 

u
SIDE ELEVATION
1:100

25
SO BEARER mee
oy a
N

  
 

TOP OF WALL RL. 1.0 AHD

EXISTING

 

2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE
ENVIRONMENTAL PROTECTION AGENCYS’ OPERATIONAL POLICY - "BUILDING
AND ENGINEERING STANDARDS FOR TIDAL WORKS.”
3. OAL

L 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.

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

ENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS

 

LOADING CRITERIA:
ETTY

u

 

LIVE LOADS = 2.0kPa
MOORED VESSEL (Max.)

LENGTH = 5.0m
WEIGHT = 1500Kg
BERTHING VELOCITY = 0.5m/sec

 

JETTY FRAMING SCHEDULE
MARK SIZE /GRADE

(P1) | 200 H6 TREATED HDWOD PIER

Ji 150 x 75 (F14) JOISTS © 750ctrs
BI 150 x 75 (F14) BEARER
— All exposed timber to be H6 treated.

 

 

 

 

 

EXISTING REVETM

 

 

9000

\ (Pt)

2625

Jt

 

 

 
  
  
    
 
        
   

DO NOT FIX JETTY
ENT WALL TO REVETMENT WALL
1500
| 7
— we “\
o
3
YH

9200 TREATED 7
HWD POLES 1/M16 %
_ _ S/S

\

26 x 140 (F14) HDWD

   

 

FIXED TO BEARERS W
TWO STAINLESS
SCREW EACI

(DRAIL TO COMPLY
COUNCIL REGULATIONS

 

 

160

 

 

 

 

  

 

 

 

 

| REVETMENT
I stone WALL
PITCHING
I
I
u
NOTE:
THE HEIGHT OF THE PILES ABOVE
NATURAL GROUND SHALL NOT
EXCEED THE PILE DEPTH IN THE
NATURAL GROUND.
0 1 2 3 5

 

m1:100 @ A2

SSue: CONSTRUCTION

. DEBUILD T/A
(SCG consulting ENGINEERS
STRUCTURAL eCIVILeGEOTECHNICAL
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 626 (#16) Masthead Quay
Noosa Waters

Date: Nov 2015

Drg No. 25424-J1