Proposal Plans · OPW16/0016

Page 2

 

NEW CONCRETE
SLAB

EXISTING CONCRETE
SLAB

LOWER DECK RL. +137m AHO

 

=} \

il int i tt

Il HI ot tl i
ll
u u Hy I I

0 5

2, +. +. 4b 7b 7b =
MA

cu Li WA HH tl tl Hi Hil ll tA tH ill

401
MCH839039

— PROPOSED DECK EXTENSION

48660

2, 7. *L =L zk =

4L *L -L 2L ee 2k Zk =

i

cc

 

NOTES.

4, FOR GENERAL NOTES REFER TO ORAWING 4901-100.
2. ALL DIMENSIONS ARE IN MILLIMETRES UNO.

3, BASE DRAWING FROM HARBOUR TOWN SITE PLAN 14/01/2005
AND SURVEY PLAN FROM JONES FLINT & PIKE DRAWING No M1994-01,

4, PROPOSED DECK AREA 409m? APPROX,
NEW CONCRETE SLAB AREA 285m" APPROX.

 

~ S\= UPPER DECK RL. +2.2m AHD

tT OAR +0.55m AHD
} oT

   

 

 

 

 

 

| 1 foMnws. *0.27m AHO

// MSL +0.04m AHD
MLWS. -0.14m AHD
LAT. -0.34m AHD

 

 

 

 

 

AAAS TH
HI I Il ll
Hl Ul ll lI
I i ll I
ll I I

NORTH ELEVATION

10 G 20

 

 

 

 

25m

 

FOR APPROVAL

Ht \z ‘AT. -0:
i \ Bed LEVEL -157m AHD APPROX.

 

st toa

 

¢
J. M. CEMAN
REGISTERED PROFESSIONAL ENGINEER

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SCALE 1: 250 (A3) OF QUEENSLAND NUMBER : 2938
| nternational Cllent: Title: Revision: Date: 30/11/2015
M } NOOSA MARINA GENERAL ARRANGEMENT Drawing No.: 4901-101
arina AND ELEVATION Scale: 4: 250 (A3)
Consultants ae Drawn By:

Consultants fo the Marina industry. | NOOSA HARBOUR MARINE VILLAGE —_
International Marina ANDERLEY QLD 4103 NORTHERN DECK EXTENSION .
Consultants Pty. Lid. Prone (073892571 be ued or heat Approved By:

A.C.N. 079 905 481 Fax (07138925611 the written permission of
Email : inc@mc: International Marina Consultants

 

 

Page 3

 

 

 

r ~
a8 NOTES.
4. FOR GENERAL NOTES REFER TO
DRAWING 4901-100.
ac
PLAN - DECKING
SCALE 1; 250
Ne
488 x 32 COMPOSITE MARINE DECKING fi OO

16 x 76 x 64 FRP ANGLE TYP.

 

a

——— I I ————

 

——— SO

 

 

 

 

 

 

M20 S/S BOLTS WITH
NYLOCK NUTS TYP.

X WCFT 125 x 125 x 64
SHS FRP JOIST TYP.

 

WCFT 250 x 125 x 64 |
BRB FRP BEARER TYP.

 

 

 

 

 

 

WCFT 125 x 125 x 6.4
SHS FRP JOIST @ 450

 

- 138 x 32 COMPOSITE MARINE DECKING

 

 

 

 

 

 

 

 

 

j ™

 

WCFT 250 x 125 x 6.4 J

|
WW M20 S/S BOLTS WITH

NYLOCK NUTS TYP,

VIEW ‘A’ BRB FRP BEARER TYP.
apectime S— SECTION A= A VIEW A’ | [Ait Os
SCALE 1: 25 SCALE 1: 25
(BALUSTRADE NOT SHOWN FOR CLARITY)
i 5800 1 1200 : 5800 A RL. +220m AHD

 

 

45 45,

76 x 76 x 6.4 FRP ANGLE me

438 x 32 COMPOSITE MARINE DECKING

 

 

 

 

 

 

 

 

 

 

RL. +1785m_ AHO [

 

 

 

 

 

 

 

 

 

 

p* +137m AHD

 

 

  

NEW CONCRETE SLAB
AND ABUTMENT

 

 

 

 

 

 

 

 

i

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  
   

2030 x
FRP PILE

 

 

r | | rll TT THT
ML 105 x 125 x 64

SHS FRP JOIST TYP.

a THICKNESS VIEW ‘B’
SECTION B - B
SCALE 1: 50

rT

WCFT 250 x 125 x 6.4
BRB FRP BEARER TYP.

(BALUSTRADE NOT SHOWN FOR CLARITY)

  

 

 

 

\ 138 x 32 COMPOSITE
MARINE DECKING

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CENTRES APPROX. TYP.

 

Revisions

 

 

 

 

f 11400 ,
edhe | [8 x 32 COMPOSITE MARNE DECKNS |
i= | a =
WCET 250 x 125 x 64 WCFT 125 x 125 x 64
XY BRB FRE BEARER TYP. 2030 x_8 WALL THICKNESS SHS FRP JOIST TYP. a
NEW CONCRETE SLAB FRP PILE TYP.
AND ABUTMENT he
- SECTION C - C VIEW ‘A
a. SOT \ f 488 x 32 COMPOSITE MARINE DECKING 7
MARINE DECKING ,
ido Uo oO Clow.“ (BALUSTRADE NOT SHOWN FOR CLARITY)
WCET 125 x 125 x 6.4 a
os I— wCFT 200 x 100 x 52
BRB TYP, ees 138 x 32 COMPOSITE MARINE DECKNG Weer aoe x 176 x 64
M20 S/S BOLTS WITH 47 .
NYLOCK NUTS TYP. |—— WEFT 100 x 100 x 52 SHS FRP JOIST TYP. FOR APPROVAL
SHS TYP,
4
WCFT 250 x 125 x spell
2030 x 8 WALL
BRB FRP BEARER TYP. Cite

 

 

 

 

 

 

 

N M20 S/S BOLT WITH
NYLOCK NUT TYP.

[-— 2030 x 8 WALL
THICKNESS FRP PILE TYP,

VIEW_‘B’

SCALE 1; 25

WCFT 100 x 100 x 5.2

SHS TYP. M20 S/S BOLT WITH

NYLOCK NUT TYP.

TYPICAL END ELEVATION

SCALE 1; 50

PILE TYP.

 

wee
J. MLEMAN

REGISTERED PROFESSIONAL ENGINEER
OF QUEENSLAND NUMBER ; 2938

 

 

 

This plan ts copyright and cannot
be used or reproduced without
the written permission of

International Marina Consultants
| nternational

M arina

Consultants

Consultants fo the Marina Industry.
International Marina
Consultants Pty. Ltd.
A.C.N. 079 905 481

473 Annerley Road

ANNERLEY QLD 4103

AUSTRALIA

Phone (07/3892 S711 Fax (07)3892 S611

Email : [email protected] }
CLIENT: \

NOOSA MARINA

 

 

PROJECT:

NOOSA HARBOUR MARINE
VILLAGE NORTHERN DECK
EXTENSION

TITLE:

ELEVATION AND SECTIONS

 

ee
(a agora
30/11/2015

Date:

Drawing No.: 4901-102
Scale: AS SHOWN

Drawn By: T.JS. [Designed By:

 

 

 

 

 

\Approved By: JS

Page 4

 

NOTES.

| FOR GENERAL NOTES REFER TO ORAWING 4901-100.

1
2. BASE DRAWING FROM HARBOUR TOWN SITE PLAN 14/01/2005
AND SURVEY PLAN FROM JONES FLINT & PIKE DRAWING No M1994-01,

eee ~\ 3, PROPOSED DECK AREA 409m? APPROX. NEW CONCRETE SLAB
_——

 

   

ate y Woon , AREA 285m? APPROX,
2964 \gASe SOE - ‘
020m 4 aa _ Benn — \
erase Bs: : 280° 0° 3° aro ;
p Behe 401 ;
NEW CONCRETE SLAB LZ McHB39039 \
} i 49.487m \
/ ‘08° 9° 14” \
ae
EXISTING CONCRETE SLAB SE wlge \
aN foam Z/ SQN gp
0 0 Sax 7 \ 2
FSae . &
40 > ‘
MCHE39 fo ae \

fe EL ML A -

==> \ EL? OC”

— C7 \/ 156° 54° 25
L/D ‘ \
aa,
=> A
SS 7

a KH EXISTING FLOATING STRUCTURE
~— <4 TO BE REMOVED

-f \s,

™ \3,
B,

\

 

0 5 0 & 20 25m
SSE SS EES)

SCALE 1: 250 (A3) A

 

J, M. LEMAN

REGISTERED PROFESSIONAL ENGINEER
FOR APPROVAL OF QUEENSLAND NUMBER : 2938

 

 

 

 

 

 

 

 

 

. Client: Title: Revision: Date: 30/11/2015
International NOOSA MARINA DECK SETOUT Drawing No-t 4994-403
Marina Scale:
Consultants — —_
Project: Drawn By: TAS.

Consultants to the Marina Industry. NOOSA HARBOR MARINE VILLAGE

 

Designed By:

 

 

International Marina NWEMEY LO 43 NORTHERN DECK EXTENSION
AUSTRALIA This plan Is copyright and cannot

Consultants Pty. Ltd.

none (07138925711 be used duced without Approved By:

A.C.N. 079 905 481 Fax (oMaEgREEtT © the written permission of proved By
Email : [email protected] International Marina Consultants

 

 

 

 

 

 

 

Page 5

 

TOP OF PILE REFER SCHEDULE

/ HAT. +4,06m AHD
/ MHWS. +0.62m AHD

~

MSL. +0.04m_AHD
\LgMLWS. -0.t4m AHD
LAT. -0.34m AHD

BED LEVEL VARIES

—SSS—SSSSSSg

 

 

NOTES.

4, FOR GENERAL NOTES REFER TO DRAWING No. 4904-100.
2, PILES
- TOLERANCE FOR DRIVING IN PLAN +/- SO mm,
MEASURED AS THE WORST COMBINATION OF PLAN
DEVIATION AND OUT OF PLUMB OVER FULL TIDAL RANGE.
VERTICAL = 1 IN 200 MAX QUT OF PLUMB.

3, CONTRACTOR TO ADVISE ENGINEER IF BED LEVEL DIFFERS
FROM THE DESIGNED LEVELS BY MORE THAN 300mm.

4, ALL DIMENSIONS ARE IN MILLIMETRES UNO.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TRS Hl TRITITS
II
Bg, OU PILE SCHEDULE
za) pu] DESIGN MMM | PLE
ae | Wo, | BED LEVEL PLE SIZE EMBEDMENT | TOP LEVEL
(m AHD) (m {m AHD)
I A |-050 TO -157 203 x 8 WALL THICKNESS FRP PILE 4.0 +199
tl B 0.0 TO -050 203@ x 8 WALL THICKNESS FRP PILE 40 +116
PILE PROFILE
SCALE 1: 100
§2082 6790
3360, 350033401290, 400 ——" mE
| | [-P_1e._—| rl __
8 | 7 - 2 °o o ll ° ° o °o o o °o oO °o 8
all « B Bo UB A A A A A A A A A A A oS
3] 8 » A 3
| B B B 8 2
§ A A | A A A A A A A A A A
8
2980 |
PILE LAYOUT
SCALE 1; 200
Zz
J. M. LEMAN
REGISTERED PROFESSIONAL ENGINEER
FOR APPROVAL OF QUEENSLAND NUMBER : 2938
Date:
| nternational a Titles Revision: 2/12/2015
Mari NOOSA MARINA PILE LAYOUT AND PROFILE Drawing NOx gao1 194
arina Soalet
. AS SHOWN
Consuttants Project: Drawn By:
Consultants to the Marina Industry. NOOSA HARBOUR MARINE. VILLAGE TJS.
Intrnatlona Marina ween =| NORTHERN DECK EXTENSION ——__ Destaned By:
onsultants '° je AUSTRALIA Is plan Is copyright and canno’
ACN. 079 905 ai PET, Ce) fe Sa! carectee! pte | Approved Bp
Email : International Marina Consultants

 

 

 

 

 

 

 

Page 6

 

   
  
  
 
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
   

 

 

 

 

 

 

 

 

 

 

 

    
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

snus RAs ‘ ous «OG NOTES.
4. FOR GENERAL NOTES REFER TO
BALUSTRADE DRAWING 4901-100.
BALUSTRADES
PLAN - DECKING B +
SCALE 1; 250
42 STAINLESS STEEL 42 STAINLESS STEEL
TOP RAIL TOP RAIL
45 THICK TOUGHENED 48 THICK TOUGHENED
oo SAFETY GLASS SAFETY GLASS g Reveione
a ‘88 x 32 COMPOSITE MARINE DECKING This plan Is copyright and cannot
‘6 THCK TOUGHENED i ee eae BALUSTRADE BASE STANLESS 138 x 32 COMPOSITE BALUSTRADE BASE STANLESS|] b@ used or reproduced without
BRB the written permission of
SAFETY GLASS VIEW ‘A’ [ a taal l STEEL SPIGOT MARINE DECKING \ STEEEISHIOT International Marina Consultants
i
t t I r r r r x r I a
BALUSTRADE BASE STAINLESS Ch Cy Ly Ly +— = 250 x 125 x 64 +— aoe 250 x 125 x 64 | nternational
"86 x 32 COMPOSE MARNE DECKNE —\ ) PN oo 5/5 BOLTS AND NUTS M arina
7 TYP. M20 S/S BOLT WCFT 100 x 100 x 52
WEFT 125 x 125 x 64 —— {J [fq wort 250 x 125 x 64 / wort 0 x00 x52"? SHS TYP. Consultants
BRB Yo WCFT 250 x 125 x 64 IP x 100 x 4
16 x 76 x 6.4 FRP / M10 S/S BOLTS AND BRB FRP BEARER TYP. SHS TYP. — Consultants to the Marina Industry.
ANGLE TYP. NUTS WITH STAINLESS WCFT 100 x 100 x 52
WCFT 125 x 125 x 644 BRB FRP BEARER STEEL PLATE WASHERS SHS @ 4m SPACING TYP. iernatenel eee
SPACED EVENLY BETWEEN WCFT 260 x TYP. (4 OFF PER SPIGOT tga x 32 x 15m LONG A.C.N. 079 905 481
125) x/ 6%, BRB FRPSGEARERSSTVE: WCFT 100 x 100 x 52 I— 198 x 32 x 15m LONG COMPOSITE MARINE 473 Annertey Road
SECTION A - A SHS @ 4m SPACING TYP. COMPOSITE MARINE DECKING ANNERLEY LD 4103
SCLIN A ~ A DECKING
SCALE 11: 25 16 x 16 x 64 FRP 16 x T6 x 64 FR go el
(VERTICAL COMPOSITE MARINE DECKING NOT ANGLE TYP. ANGLE TYP. | re ance marrascon
SHOWN FOR CLARITY) SECTION B - B "RAT. “055m AHO SECTION C - C Hat. 055m 0 | /CueNT: ——)
SCALE 1: 25 SCALE 1: 25 NOOSA MARINA
1500 20 TYP. +600
429 STARLESS STEEL TYP. PROJECT:
werT Cte » eh NOOSA HARBOUR MARINE
x x 6:
YS y SLE, LLL Tbs ORFOSTE HASEAEIETE [ SHS TYP. VILLAGE NORTHERN DECK
YZ GIL, Lh oO oO ATT — EXISTING TIMBER JOST EXTENSION
Ss A 7, “iA Lf 4, SL Af, M16 S/S COACH BOLTS AND TITLE:
COE 49 SO, \__ NaS Ne © dn ce BALUSTRADE DETAILS
A gf / > Lae fs q Vig p> 7 PACKING AS REQURED
= -\ Z “ WEFT 250 x 125 x 64
: c 1 — mi —— — — =F 4 a BRB FRP BEARER TYP.
NS L}\
Nuns x 32 COMPOSITE AL 45 THICK TOUGHENED M10 S/S BOLTS AND L BALUSTRADE BASE SECTION D - 0 a (rate: vt2/2015—(«*
MARINE DECKING SAFETY GLASS TYP. NUTS WITH STAINLESS STAINLESS STEEL : we Date: 2/12/2015
STEEL PLATE. WASHERS SPIGOT TYP. Z
WCFT 250 x “VIEW “AY TYP. (4 OFF PER SPIGOT) JM. LEMAN [Drawing No: 4901105
hele AS SHOWN
SCALE 1: 25 FOR APPROVAL | REGISTERED PROFESSIONAL ENGINEER
' Drawn By: T.JS. [Designed By:
(VERTICAL COMPOSITE MARINE DECKING NOT SHOWN FOR CLARITY) FOR APPROVAL OF QUEENSLAND NUMBER : 2938

 

"_/ \Approved By: S/S

 

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Page 8

 

__LEASE BOUNDARY _

 

cA -- — ares ws se ee as —— --
\ HANDRAILING, SECURITY FENCING 400
\ AND GATE §0H839039
\ [ GANGWAY AND FITTINGS PONTOONS
x TP

NOTES.

4, FOR GENERAL NOTES REFER TO DRAWING 4901-100.

2, ALL EXISTING HANDRAILS, SECURITY FENCING AND GATE, GANGWAY,
PONTOONS, PILES AND PONTOON RESTRAINTS TO BE REMOVED

LEGEND:

——__ 70 BE REMOVED

 

 

 

 

 

 

 

 

|
L

 

 

 

0

 

5 0 6 20

25m

 

SCALE 1: 250 (A3)

FOR APPROVAL

 

 

se
J. M. CEMAN

REGISTERED PROFESSIONAL ENGINEER
OF QUEENSLAND NUMBER : 2938

 

 

 

 

 

| nternational

M arina

Consultants

Consultants to the Marina Industry.
473 Amertey Road
ANNERLEY OLD 4103
AUSTRALIA

Phone (07138925711
Fax (0738925611
Ema: inc@ime

International Marina
Consultants Pty. Ltd.

A.C.N. 079 905 481

 

Client:

NOOSA MARINA

 

Project:

NOOSA HARBOUR MARINE VILLAGE
NORTHERN DECK EXTENSION

 

 

Title:

DEMOLITION PLAN

a= 4/12/20

Revision:

 

Drawing No.: 4901-107

 

Seal: 1; 250 (AD)

 

Drawn By: TJS

 

Designed By:

 

 

 

This plan [s copyright and cannot

be used or reproduced without Approved By:
the written permission of
Internatlonal Marina Consultants