OPW15/0181 - Approved Plan

          -

   NOOSA COUNCIL
   APPROVED PLAN
OPW15/0181 12 OCT 2015


[OCR of page images]
 

 

 

 

 

 

Revision | Description Date
DRAWING SIZE ~ A2 A REVISED JETTY POSITION 21.09.
B REVISED SITE INFORMATION 08.10.
1/M16 S/S

25° —~

4
— 48601
4° 36°

204

13621

SITE PLAN

Scale 1: 200

 

   

ONE M16 S/S
VERTICALLY

 
   
  

 

RECESS BEARER &
STRINGERS 25 NOM INTO
PILE.

 

 

NOOSA COUNCIL
APPROVED PLAN
OPW15/0181 12 OCT 2015

c : : TYPICAL SECTION
1:20

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

10000

 

 

 

Loo

7

Pa 161
L284 36 218 AT
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Lot 829 \
AREA: 987m? \
SP. 102579
LOT 829 THE PROMONTORY \
NOOSA WATERS |
1
1
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500 13556 oo]
-- 1 __ ae 8
101" 08° 05” we % 5

PROPOSED JETTY
REFER DETAILS FOR
DESIGN ELEMENTS

13621

NOTE:

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

UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE
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.

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

DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS

LOADING CRITERIA:

JETTY
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 HDWD PIER
Ji 150 x 75 (F14) JOISTS @ 750ctrs
Bl 150 x 75 (F14) BEARER
— All exposed timber to be H6 treated.

 

 

 

 

 

 

100

 

 

 

 

 

 

 

 

 

25

(Pt)

 

MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD

    
 

 

 

 

 

 

 

1/MI6 S/S

nt |
EACH BEARER 25 yp

NOTCH

 

 

 

RECESS BEARER &
STRINGERS 25 NOM INTO
PILE.

< : . SPLICE JOINT DETAIL
1:20

HANDRAIL:
RIGID HANDRAIL TO COMPLY
WITH COUNCIL REGULATIONS

(Pt) Lid

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TOP OF WALL RL. 1.0 Al
DECK RL 1.0 AHD . . | x
MAXIMUM WATER RL 0.44 AHD |S
~ (Pt) EXISTING
(P1) (P1) ul pt) (P1) (P1) | REVETMENT
mt Ty \ stone WALL
an fF | el | ! PITCHING
So
iL —T Fo i! 3 1! —l ly
I 1 | e| | | \
| oll st | gs |! I} I
sg} iit >) 8] II i! F
iI im i i |
HI | | |
I I
FRONT ELEVATION SIDE ELEVATION
1:100 1:100
EXISTING REVETMENT WALL
1500 |
- - a NOTE:
o | " THE HEIGHT OF THE PILES ABOVE
3 | PK NATURAL GROUND SHALL NOT
5 BI DO NOT FIX JETTY EXCEED THE PILE DEPTH IN THE
\— Blo TO REVETMENT WALL NATURAL GROUND.
o { DECKING:
3 = 26 x 140 (F14) HOWD
==}5 FIXED TO BEARERS WITH
rar TWO STAINLESS STEEL
Ld SCREW EACH END.
~
(P1), | BT #9} HANDRAL:
e | RIGID HANDRAIL TO COMPLY
3 i | | WITH COUNCIL REGULATIONS
~ 3 ai & 1a
8 |
| | | Cnon'——+__->—-*_—>m1:100 @ A
J Poti PILES:
K— 9200 TREATED ;
Pt Pp t | (P1) Issue:
ey HHD POLES CONSTRUCTION
3 Op = \ DEBUILD
g / \\ Consult
consulting ENGINEERS
| i SCG STRUCTURAL eCIVILeGEOTECHNICAL
| ABN 40 098 481 €

 

 

 

 

 

 

 

 

 

 

 

150

FRAMING LAYOUT
1:100

 

 

150

 

1/11 PROJECT AVE NOOSAVILLE QLD 456¢
Ph (07) 5455 5604 Fax (07) 5455 5691

 

 

 

 

Title: Jetty Plan and Details.
Project Lot 829 The Promontory
Noosa
Date: May 2015 | DrgNo. 25154-J1 |