Approved Plans OPW20-0117

Page 2

                                       -
                       NOOSA COUNCIL
                       APPROVED PLAN
                    OPW20/0117 2 FEB 2021
                    As annotated by Council




                                              Lot 82 NOT
                                               PART OF
                                                 THIS
                                              APPROVAL




Document Set ID: 21255037
Version: 1, Version Date: 07/10/2020

Page 3

                                                               -
                                                       NOOSA COUNCIL
                                                       APPROVED PLAN
                                                    OPW20/0117 2 FEB 2021
                                                    As annotated by Council




                                       Lot 82 NOT
                                        PART OF
                                          THIS
                                       APPROVAL




Document Set ID: 21379200
Version: 1, Version Date: 27/01/2021

Page 4

          -
  NOOSA COUNCIL
  APPROVED PLAN
OPW20/0117 2 FEB 2021


[OCR of page images]
 

DRAWING SIZE - A2

 

THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 30153-N

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
  

 

 

 

 

 

5 A
3g
DECK RL_OB AND _
wl (2) (P2) (P2) (P2)
W iW i Wh
a) ia) a I
He
3 \ 1 i a 1
iW i I I
i i I I
i a) I 1
uu u u
JETTY HEAD ELEVATION PROFILE
1:10
150 1200 150,
‘NEW BLOCK RET. WALL
fv-ot
RP_BOUNDARY LINE t rr
3
eg a BeRET
es TO NEW BLOCK WALL
ace} |
Er)
ALUNINUM FRAME
BOLTED OFF TO JOISTS
a FOR FORM STEPS
| HANDRAL:
| RIGID HANDRAIL TO COMPLY
g WITH COUNCIL REGULATIONS
DECKING:
6 x 140 (F14) HOWD
zl FIXED 10 BEARERS WITH
‘TWO STAINLESS STEEL
‘SCREW EACH END.
°
=
NS = S a
£2y6 o__|
SAH SUS
= g mo
3O> 77s
_x<
moO 2)
noo 2
717 Cc 175 1150 175
0 5 5 Ym
a a (ETT HEAD)
yer FRAMING LAYOUT
Nn 1:100
=

 

 

 

 

(°3) BOAT TE
POSTON

END PLES TO BE EXTEND

DECK FLO MD |

 

co) (1)

 

 

 

 

 

   

01ST RAKED 10

FOLLOW STEPPING
POE NATURAL SOM PROFILE TO BE

GRADED DOWN TO ALLOW FOR.
ft _ jt — NEW AETTY STRUCTURE.

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

HANDRAL:
RIGO HANORAIL FULL LENGTH

 

 

 

OF THE ETTY, AND TO REFER OETALS
PAST HAT (RL 1.08) FOR
FLOOD WARKER INDICATORS aoe TERRACE SUB 27 RL
4 _____wasuw core Foon
2 LEVEL RL 2.00 AHD
‘ HAT LEVEL RL 1.080
f=
Ss AHO RL 0.0m LEVEL OATUM
Zz a) —— LAT Rt -0.42m
= APPRORWATE LOCATION

2000

c
a

(8 \ TYP SECTION ~ JETTY PROFILE
S 00

JETTY FRAMING SCHEDULE
WARK ‘SIZE/CRADE
(Pi) | 2008 HE TREATED HOWD PIER
(P2)_ | 2508 H6 TREATED HONO PIER
{P3)_ | 75sq x 30 SHS ALUMINUM POST
At | 150 x 75 (F17) JOISTS @ 750etrs (Cont.)
81 | 150 x 75 (FI7) BEARER
82 | 200 x 75 (FI7) BEARER (Cont)

 

 

 

 

 

 

 

83_| nfo
= M expned fiber tobe HE rete
NOTE:

1. UNLESS NOTED OTHERWSE ALL TNBER SHALL BE DURABILITY CLASS 1 OF
APPROVED SPECIES AND HAVE A MINIVUM STRESS GRADE OF FI4 Win,

2. UNLESS NOTED OTHERWSE ALL CONSTRUCTION SHALL COMPLY WITH THE
ENVIRONMENTAL PROTECTION AGENCYS' OPERATIONAL POUCY - "BULDING
‘AND ENGINEERING STANDARDS FOR TIDAL WORKS.”

3. AL STAINLESS STEEL BOLTS RODS, ETC SHALL BE APPROVED WARINE
GRADE S316. ALL OTHER STEEL WORK INCLUDING NUTS, BOLTS, WASHERS,
‘AND SCREWS SHALL NOT BE HOG OR STANLESS STEEL:

4, TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED
WTH AN ALUWINUM ALLOY OR STAINLESS STEEL BAND,

5, DIMENSONS AND LEVELS SHALL NOT BE SCALED FROM THESE ORAWNGS.

6. ALL WORKS TO BE IN ACCOROANCE WH AS4397~2005, AS4678~2002,
‘ASHI70.0-2002, THE NOOSA TORN OSON 21 - HATER COARSE WORKS
(CODE, AND THE NOOSA PLANNING SCHEME POLICY 4 (OOMESTIC MARINE
USES OUTSIDE OF THE NOOSA ESTATE),

—Ts

   
 

 

 

 

 

i
ul
"
i
Wl
"
"

 

 

uo uA

 

Live my

PLE DEPTH 10 BE CONFIRMED
UPON SOL TEST CONDUCTED.

BESSER CONTROL
10mm JONT, WASTIC JOINT BLOCKS,
FL IF WALL
RENOERED.

   
 

N12. VERTICAL BARS, RiGc#00(L) GALY DOWEL

BOTH SIDES OF TOP AND MID HT OF

ONT. WALL, GREASE ONE END
OF DOWEL AND FOAM CAP
TO END, CAST-N.

MOVEMENT JOINT
TYPICAL SECTION

  

| REMOVED.

 

/ |

 

 
   
   
    
 

¢ - eo SIDE ELEVATION PROFILE
4:100

LOT 83

 

EXISTING FILL TO BE
REMOVED.
Lexa aoc ma

REVETMENT WALL. BEYOND

TOP OF BLOCK WALL TO \

OF EXISTING REVETMENT
WALL TO BE RENOVED.

NO LOADING
PERWITTED ONTO RET
WAL

EXISTNG ILLEGAL ROCK WALL
AND LANDSCAPING TO BE
REMOVED. NATURAL
EMBANKMENT PROFLE TO BE
RESTATED.

 

NOTE:

THE PILE ENSEDVENT 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
NOTFIED OF ANY VARIATION TO DIMENSIONS SHOWN ON
THIS PLAN.

NOTE:

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

 

 

 

TT
NOTE:

X BUILDER TO VERIFY ALL SET OUT REQUIREMENTS FROM
\ LOCAL AND STATE AUTHORITIES PRIOR TO
CONSTRUCTION. ON SITE SET BACKS AND JETTY

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1/n12 TOP BE SET ABOVE HAT } POSITIONS TO BE SET OUT BY LICENCE SURVEYOR
/ Tomm COVER | /
le ee ee can .
/ : hi PROWDE FULL HT. rb
f {90 BOCK cone MOVEMENT JONTS AT] | 800 | 890 |,
PLES: EXISTNG FLL AND, FILLED NI2—400 V & H. ea BOM CTRS. £00 | 300
| 46 TREATED Lo ROCK WALL 10 BE ~ LAP BARS 50mm, g LON CTR. ___ [REMOVED SCOUR PROTECTION | 07 12 2000
A ROLES REMOVED. > 3ahpa GROUT =|3 ¢ A___ [BOATTIEPOSITIONADDED___[ 76092020
? & [ALL Vermcat starrer oars (
ale | = | To 6 GALVANISED WHERE Revsion] Desorption [Date
= 1 EXPOSED AT COLD JOWNT. Issue:

 

 

 

 

 

 

 

 

 

 

 

 

 

FOR APPROVAL

 

 

 

     

 

 

 

 

SET FOOTNG 250mm z
Win BELOW FISHED \
= Unit 1/11 Project Ave,
(7 GROUND PROFLE alg X80 THK HEEL $162 } Ps Noosa Heads
( 5 NESH TOP 70 COVER. | , Ph (07) 5455 5604
er cnc Ke een
BEFORE POUR WA AUNT TOP & BOTTOM x “
\ GEN OUT BLOONS. Tce cope, Title Jetty Fi Plan and Details
\ i ite Jetty Framing Plan an i
aid 8 Nin CONCRETE COVER TO Checked ty 9
REVETMENT WALL / RPEQ 5835
TO BE REWOVED., ~ RETAINING WALL S Richardson Project Lot 83 Mossman Court

 

a TYPICAL SEI

  

 

 

 

Noosa Heads

 

 

Qann—4_#-—{_m1:100 @ A2 | bate June 2020] Deno 30153-U4 | B

 

 

Page 5

                                                 -
                                         NOOSA COUNCIL
                                         APPROVED PLAN
                                       OPW20/0117 2 FEB 2021




Document Set ID: 21255037
Version: 1, Version Date: 07/10/2020