Attachment 1 - Amended Plans

 

DRAWING SIZE ~ A2

 

THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 30183-N

 

 

 

(P3) BOAT TE
POSITION

ENO PILES TO BE EXTEND
PAST HAT (RL 1.08) FOR

FLOOD MARKER INDICATORS

 

JOST RAKED TO
FOLLOW STEPPING
PROFILE
~ HANDRAIL:
RIGID HANDRAIL FULL LENGTH

OF THE JETTY, AND 70
COMPLY WITH COUNCIL
REGULATIONS

 

 

 

 

 

DECK RL 0.8 AHD

 

 

 

 

 

 

 

 

 

 

 

 

s— a a
8
. . DECK RL_OB AHO
~»
M (2) (2) (P2) (2)
How uM I
Hoot iH I
tt i i
# How i I
How i i
Woow in 1
Hou iH ul
<— u u wu a]

 

f - SET HEAO ELEVATION PROFILE
1:100

150 1200, 150
NEW BLOCK RET. WALL
$500
RO!
RP BOUNDARY UNE — ve

 

1000

i

JOIST RAKED TO.
Z.

2619

2613

15000

2619

 

  
   
  
   
 
   
   
    

 

(Pt) a

 

\

f ~

00 NOT FIX very

TO NEW BLOCK WALL

yd]

ALUMINUM FRAME
BOLTED OFF TO JOISTS
FOR FORM STEPS,

HANDRAIL:
RIGID HANDRAIL TO COMPLY
WITH COUNCIL REGULATIONS

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

 

 

 

 

 

 

 

 

 

 

 

 

 

(Pt) (Pt)

(2) (2)

 

 

 

 

 

 

 

 

2000

c

(8 TYP SECTION ~ JETTY PROFILE
& 1:100

 

JETTY FRAMING SCHEDULE
MARK SIZE/GRADE
(Pt) | 2008 HE TREATED HOWD PIER
(P2)_ | 2508 H6 TREATED HOWD PIER
(P3) | 75q x 3.0 SHS ALUMINUM POST
Jl 150 x 75 (F17) JOISTS @ 750ctrs (Cont.)
al | 150 x 75 (F17) BEARER
82 | 200 x 75 (F17) BEARER (Cont.)
3 | nfo
= Ai exponed tinber lo be HG treated.

 

 

 

 

 

 

NOTE:
1, UNLESS NOTED OTHERMSE ALL TNBER SHALL BE DURABIUTY CLASS 1 OF
APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 Min,

2. UNLESS NOTED OTHERMSE ALL CONSTRUCTION SHALL COMPLY WITH THE
ENVIRONMENTAL PROTECTION AGENCYS' OPERATIONAL POLICY - “BUILDING
AND ENGINEERING STANDARDS FOR TIDAL WORKS,”

3, ALL STAINLESS STEEL BOLTS RODS, ETC SHALL BE APPROVED MARINE:
GRADE S316. 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 BANO.

5, DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS,

6, ALL WORKS TO BE IN ACCORDANCE WITH AS4997~2005, AS4678~2002,
ASH170.0~2002, THE NOOSA TOWN DIMSION 21 - WATER COARSE WORKS
CODE, AND THE NOOSA PLANNING SCHEME POLICY 4 (DOMESTIC MARINE
USES OUTSIDE OF THE NOOSA ESTATE).

2 PILES:
a 21 H6 TREATED
| HD POLES
q "om
ss
8 8
(3) (2) BF Pay)
g a
175 1150 175
_ aN
7000 ) \
(ETTY HEAD) { \
aie!
. SB

c = - FRAMING LAYOUT \
1:100

hed

 
 

 

 

\

 

 

3500

|
|
|
|
|
1
t
1

a

ui

| ea _|

NOTE:
PILE DEPTH 10 BE CONFIRMED
UPON SOIL TEST CONDUCTED.

 

 

 

70mm COVER

ve

 

SETTY,

¢ : wo SIDE ELEVATION PROFILE
4:100

   

TOP"OF BLOCK WALL TO
BE SET ABOVE HAT

yee.

 

190 BLOCK ~ CORE Hed

 

 

aout
PROMDE FULL HT.

 

MOVEMENT JOINTS AT
8.0M CTRS.

 

 

 

 

ALL CORES CLEARED
BEFORE POUR VA

 

ALL VERTICAL STARTER BARS
TO BE GALVANISED WHERE

(1200 Wax}

 

CLEAN~OUT BLOCKS, \

 

EXPOSED AT COLD JOINT.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

NATURAL SOlL PROFILE 10 8E
GRADED DOWN TO ALLOW FOR

[nnn NEW SETTY STRUCTURE.

   
 
 
   
  
  
    
     
   
  
 
 
  

NEW 190(W) MASONRY BLOCK
WALL, TOP OF WALL RL 1.3
REFER DETAILS

TERRACE SLAB 2.7 RL
qari

MAXIMUM RECORDED FLOOD
LEVEL RL 2.00 AHO

 

HAT LEVEL RL 1.080m

AHD RL 0.0m LEVEL DATUM
UT RL =0.42m

APPROXIMATE LOCATION
OF EXISTING REVETHENT
WALL TO BE REMOVED,

NO LOADING
PERMITTED ONTO RET
WALL.

EXISTING ILLEGAL ROCK WALL
AND LANDSCAPING TO BE
REMOVED. NATURAL
EMBANKMENT PROFILE 70 BE
RESTATED.

NOTE:

THE PILE ENBEONENT DEPTH MUST
| EXCEED THE PILE Ht ABOVE THE
GROUND OR EMBEDMENT DEPTH
NOTED, WHICHEVER THE GREATER.

 

 

 

 

 

NOTE:

ALL SITE BOUNDARY'S AND QUAY LINE TO BE LOCATED
AND CONFIRMED BY A PROFESSIONAL SURVEYOR ON
SITE PRIOR TO WORKS COMMENCING, ENGINEER TO BE
NOTIFIED OF ANY VARIATION TO DIMENSIONS SHOWN ON
THIS PLAN.

 

NOTE:

ALL CONSTRUCTION WITHIN THE NOOSA INLET (CANAL)
TO BE IN ACCORDANCE WITH THE WATER COURSE
WORKS CODE AND SCHEDULE 3 OF THE COASTAL
PROTECTION AND MANAGEMENT REGULATION 2017.

 

NOTE:

BUILDER TO VERIFY ALL SET QUT REQUIREMENTS FROM
LOCAL AND STATE AUTHORITIES PRIOR TO
CONSTRUCTION. ON SITE SET BACKS AND JETTY
POSITIONS TO BE SET OUT BY LICENCE SURVEYOR

 

 

 

 

 

 

  

 

 

 

 

 
 

    

 

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VEL 800 | 600
gaan YE z TTT 500 | 200 A BOAT TIE POSITION ADDED. | 16.09.2020
2 Revision | Description Date
g @, KL 480 THK HEEL S\82 t :
SSUE:
3 WESH TOP 70 COVER, FOR APPROVAL
CONCRETE 40hpa ~
{ ALITA TOP & BOTTON -s Unit 1/11 Project Ave,
SCOUR PROTECTION 10 BE IN R6 LIGS AT 900 CTRS Ph (07) 6485 $604
ACCORDANCE HTH SCHEDULE 3 | gay 8 Vin CONCRETE COVER 70mm tral siraggengenpeesom
OF THE COASTAL, PROTECTION & £ web wenrsea-eagoeers com
AND MANAGEMENT i w seers
REGULATIONS - 2017

¢ = ) RW-01) ~ RETAINING WALL
TYPICAL SECTION

 

 

Checked:
RPEQ 5835
S Richardson

 

 

i

 

  

Rannni——?_?-—-!_frm1:100 @ A2

 

Title: Jetty Framing Plan and Details

 

Project. Lot 83 Mossman Court
Noosa Heads

 

| pate: June 2020 | org No. 30153 -J4

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