2204-28387 SRA - Stamped plans - Condition 7

Page 2

NAVIGATIONAL CORRIDOR



HIGH RISK MARITIME ZONE




                                                  S
                                              S




                                     EXISTING STRUCTURES PLAN
                                               1:1000


                                                                ISSUE FOR CONSTRUCTION




                          5496   22/11/2021

Page 3

 

EXISTING FUEL
BOWSER TO REMAIN

 

 

 

 

 

 

 

 

| JETTY SECTION REMOVED

|
|
SILT CURTAIN /

PONTOON, GANGWAY & PILE
TO BE REMOVED

DEMOLITION PLAN

 

 

 

 

160

CP908649

 

JETTY SECTION
REMOVED

| oncon GANGWAY |
AND PILES REMOVED

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PLANS AND DOCUMENTS
referred to in the REFERRAL
AGENCY RESPONSE

2204-28387 SRA

 

‘Queensland

SARA ref:

Date: 26 May 2022

 

 

 

 

ISSUE FOR CONSTRUCTION

 

 

 

 

 

 

1:200
JC} =

ABN 66 099 997 985

 

 

 

 

Crichton EDGE Consulting Engineers}
P.O Box 6148

Woollongabba, QLD 4102

Ph: +61 7 3367 3570

[email protected]

 

 

CHECKED: RPEQ:

A FOR APPROVAL KJ
REV) DESCRIPTION BY

13/10/21
DATE

MK
APPD

 

 

 

 

 

 

 

 

 

DATE:

5496 22/11/2021

 

 

THE MARINA SPECIALIST

TRADING AS ACN 010633119 18 RON PARKINSON CRES
CORBOULD PARK
THE ett QLD 4551 AUSTRALIA
PHONE(07) 5492 5925
w= SPECIALIST

SURVEY DATA

 

DATUM

 

HORIZ.
GRID

 

HEIGHT
ORIGIN

AWD DERRIVED|

AS 1100

 

 

SURVEY
BOOKS

 

 

SHEN C) BOAT HIRE

222 GYMPIE TERRACE
NOOSAVILLE

TITLE:

EXISTING STRUCTURES PLAN

 

 

 

PROJECT:

PROPOSED FINGER PONTOON’S
& CATWALK’S

DATE: UNITS | SCALE: ‘SHEET:

 

 

 

 

 

14/09/2021 | WM |1:200 3 A3
DRAWN: CHECKED: APPRD: |DRG No: REV:
08 34680-03 0

 

 

 

THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST

Page 4

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PLANS AND DOCUMENTS
TEMPORARY BERTHING ONLY
~ A ALONG THIS FACE referred to in the REFERRAL i
Ve . ‘\ 44998 @ 63°15’ LEASE BOUNDARY AGENCY RESPONSE Sees
A ‘ 999 \ 43000 OVERALL LENGTH 999 SARA ref: 2204-28387 SRA
3 11000 50 11000 \ 50 11000 50 9850 3 Dat 26 May 2022
© 1 m ate:
S| P83
P ——GREEN=6mm
STEEL PILES THK PLATE HDPE
L 14300 ¢ Y 1 4000, 12600 |
o— ON +1
S z 1 | EXISTING JETTY
B é ' 1 MODIFIED WITH ENDS CUT BACK
5 Vo !
S 1S !
2 9315 INSITU PILES iz &
Qa TYPICAL { 8
rc ' z
se 18050 , I 3
4 7 ! 7
{ 2s 4
8 p2| 2B a 2100 EXISTING JETTY 4
f [Vs
a |S Bl. aN
54680—7/ 1680-7)
oo | | 9000 | 9000 cesoase9 |
50 s 3
3 1650 - EXISTING PONTOON ado
° ° 1000
+ |
a = = __ St el |
s| Pl «A ten 3 g
d GS = 2 H S
P1000, 9000 L 9000 |
Pt b
J ro | .
\— EXISTING PONTOON do
lo
ia}.
I
|
1
1
1
I
{
1
1
SITE PLAN
NOTES: he 1:200 ISSUE FOR CONSTRUCTION
Lease Boundaries shown & existing structures (Jetty) are shown in approximate position 1
\
|) y Grchton EGE Consulting eines THE MARINA SPECIALIST — [SURVEY DATA] [*®"0 BOAT HIRE ME NEW SITE PLAN
al Woollongabba, QLD 4102 TRADING AS AGN 010633119 18 RON PARKINSON CRES JDATUM Ss 222 GYMPIE TERRACE
Ph: +61 7 3367 3570 =
ea “ jetty OLD 4861 AUSTRALA "Gey - not 14/ 09/2021 MW 1-200 . A3
creo Rm DHE PHONE(O7) 5492 5825] cag AMD OERRNEDI-) PROPOSED FINGER PONTOON'S pram CHECKED aPPRD- [DRS Wo: ae
A FOR APPROVAL KJ 13/10/21 zZ 5496 22/11/2021 = SPECIALIST SURVEY ,
REV DESCRIPTION BY | DATE |APPD ~ BOOKS & CATWALK’S TOB 34680—04

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 5

                    →
                               NOTE:
                               LARGEST BERTHING VESSEL IN TEMPORARY




                    ←
                               MOORING IS 3.5m BEAM x 9m LENGTH




                        VESSEL MOORING
                           SITE PLAN
                             1:200   ISSUE FOR CONSTRUCTION




5496   22/11/2021

Page 6

 

2000

43000 OVERALL LENGTH

 

 

 

 

11000 50 11000 50 11000 50 9850 |
00 9500 , 2800 L 8200 5800 L 5200 8350 1500
] CAST ALUMINIUM MARINA 350 1 |

pu BRACKET B2

 

LS AT APPROX 2.5m CRS

  

 

  

 

 

 

10.72
PONTOON P3A

 

 

 

 

 

   

 

 

 

 

 

 

 

 

   

 

   

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

PLE a CAST ALUMINIUM MOORING

PILE BRACKET |B2

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PONTOON P3C PONTOON P3D
PILE BRACKET B1
3
g
8
a g
i ——~GREEN=6mm THK
PLATE HOPE
L 4000 2700 |,
a 4 A »)
« 11.72m »

 

 

 

Bi CLEATS AT APPROX 2.5m CRS 8
4 x 9355.6 x 9.5 W/T
WT 6400 HOPE SLEEVES | sao
GANGWAY 1 DWG # 34680-GW1 TYP

STARTER JETTY PLATFORM 1& HEADSTOCK

 

STARTER JETTY PLATFORM 1& HEADSTOCK
DWG # 34680-SJ2 & 34680-SJ1

TYPE P3 PONTOONS

 

ort

DWG # 34680-SJ2 & 34680-SJ1

NOTE: LEGEND "F.B”
REFER "FUEL BROWSER” DETAILS

2000

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

11.00 m SCARE 1:125
oy 9000 9000 1600
' | CAST ALUMINIUM MOORING a RUBBER FENDER 1 1 PLANS AND DOCUMENTS
1000 ! referred to in the REFERRAL
J_SUEATS AT APPROX 2m CRS yi ALL SIDES ‘STI | AGENCY RESPONSE
so ‘ SARA ref: 2204-28387 SRA
s | (oy 8 Date: 26 May 2022
! PILE BRACKET B1 PILE BRACKET aot ! .
| 3000 | 6000 | 2400 | 2 x 6355.6 x 9.5 W/T 1
4 7 ™ 7 GRADE 450 STEEL PILES 1 1
WITH 400 HDPE SLEEVES bana nnnn nae ba
TYPE P2 PONTOONS GANGWAY 1 DWG # 34680-GW1 TYP
SCALE 1:100 STARTER JETTY PLATFORM 2 & HEADSTOCK
. DWG # 34680-SJ3 & 34680-Su1 !
L 9000 9000 L 3250
50
| oe ALUMINIUM MOORING a Jone FENDER - | 1000
CLEATS AT APPROX 2m CRS TO ALL SIDES . {ST
8 (000--~1 we fox 8
QF wo
o} | IT =
I I -
PILE BRACKET B1 PILE BRACKET B2 2 x 0355.6 x 9.5 W/T
| 3000 | 6000 | 3800 | GRADE 450 STEEL PILES
a a a ” WITH #400 HDPE SLEEVES \
TYPE P3 PONTOONS STARTER JETTY PLATFORM 1& HEADSTOCK | ISSUE FOR CONSTRUCTION
SCALE. 1:100 DWG # 34680-SJ2 & 34680-Su1
Crichton EDGE Consulting Engineers] = HE’ MARINA SPECIALIST SURVEY DATA} |“ BOAT HIRE ™® PONTOON LAYOUT DETAILS
Bg Woo lonebbe, QLD 4102 TRADING AS ACN 010633119 RBOULD Pyne CRES | DATUM Ss 222 GYMPIE TERRACE
Ph: +61 7 3367 3570 THE QLD 4551 AUSTRALIA | HOR. = NOOSAVILLE DATE: UNITS |SCALE: SHEET:
ABN 66 9 o07 gp5 [email protected] BEGT PROJECT: 30/09/2021 | mm 1:100 1:125 6 A3
x FOR APPROVAL Ka 3710/21) WK | CHECKED: __[RPEQ: DATE: == SPECIALIST PHONE(07) 5492 5925 | Otay [AHD DERRIVED| PROPOSED FINGER PONTOON’S DRAWN: CHECKED: APPRD: |DRG No: REV:
REV DESCRIPTION BY | DATE |APPD 5496 22/11/2021 BOOKS & CATWALK’S 1DB 34680-06 0

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST

Page 7

 

A
p) TOP OF PILE R.L 3.2m

4m ALUMINUM GANGWAY
REFERENCE DWG# 34680-GW1

a

FABRICATED STARTER JETTY
REFERENCE DWG# 546807071

EXISTING JETTY

 

 

 

 

 

 

 

y OF DECK RL 1.00

 

 

 

 

 

 

 

S N

vl

 

PD

 

 

400_FREEBOARD}— [

[ | il

 

 

 

 

 

HAT R.L 0.59m

AHD R.L 0.0m LEVEL DATUM

LAT R.L. -0.45m

 

 
 
   
 

EMBEDMENT TO
ENGINEERS SPECIFICATION

 

 

\

\ estate RIVER BED

RL —2.400

4 x 0355.6 x 9.5 W/T
GRADE 450 STEEL PILES
WITH 400 HDPE SLEEVES 2m
BELOW RIVERBED U.N.O.

 

 

SECTION AA

SCALE 1:150

4m ALUMINUM GANGWAY
REFERENCE DWG# 34680-GW1

 

 

 

 

 

 

A ss 83KN
RC INSITU PILES

EMBEDMENT TO ENGINEERS SPECIFICATIONS

FABRICATED STARTER JETTY

A
TOP OF PILE R.L 3.2m |

A

REFERENCE DWG# 34680—JT2
EXISTING JETTY

TOP OF DECK RL 1.00

 

 

 

 

 

 

 

 

400_FREEBOARD— [

 

 

 

 

 

 

 

 

EMBEDMENT TO
ENGINEERS SPECIFICATION

 

 

 

\

\\ estmareo RIVER BED

 

 

RL -2.360
4 x 9355.6 x 9.5 W/T u
GRADE 450 STEEL PLES SECTION BB RC NSIT. PLES

WITH $400 HDPE SLEEVES 2m
BELOW RIVERBED U.N.O.

4A
TOP OF PILE R.L 3.2m r |

EMBEDMENT TO ENGINEERS SPECIFICATIONS

4m ALUMINUM GANGWAY

REFERENCE DWG# 34680-GW1

A

FABRICATED STARTER

JETTY

REFERENCE DWG# 34680-

 

 

 

 

 

 

 

400_FREEBOARD}— [

JI

 

 

EMBEDMENT TO
ENGINEERS SPECIFICATION +

 

;—

 

 

\

 

 

 

 

 

 

 

4 x 9355.6 x 9.5 W/T
GRADE 450 STEEL PILES

\ csmareo RIVER BED
RL -1.150

 

 

WITH 9400 HDPE SLEEVES 2m
BELOW RIVERBED U.N.O.

SECTION CC

 

 

 

 

9315 83KN
RC INSITU PILES

SCALE 1:150

HAT R.L 0.59m

AHD R.L 0.0m LEVEL DATUM
LAT R.L. —0.45m

EXISTING JETTY
. / TOP OF DECK RL 1.00

HAT R.L 0.59m

] AHD R.L 0.0m LEVEL DATUM
LAT R.L. —0.45m

EMBEDMENT TO ENGINEERS SPECIFICATIONS

 
  

 

 

 

CY HAT RL 0.59m

“AHD R.L 0.0m LEVEL DATUM
“LAT RL. —0.45m

 

 

PLANS AND DOCUMENTS
referred to in the REFERRAL
AGENCY RESPONSE

 

 

 

 

 

SARA ref: 2204-28387 SRA
Date: 26 May 2022
“HAT R.L 0.59m
-AHD R.L 0.0m LEVEL DATUM
LAT R.L. —0.45m

 

ISSUE FOR CONSTRUCTION

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

> 5 aml Crichton EDGE Consulting Engineers) THE MARINA SPECIALIST SURVEY DATA] |“ BoaT HIRE TE ELEVATIONS
ad Woo lonebbe, QLD 4102 TRADING AS ACN 010633119 ia on PaO cres |paTuM S 222 GYMPIE TERRACE
Phe Bt 7 8367 3970 THE ett QLD 4551 AUSTRALIA | HORIZ. = NOOSAVILLE DATE: UNITS. | SCALE: SHEET:
ABN 66 099 997 995 [email protected] GRID > : A838
| Yy PHONE(07) 5492 5925) RECHT wan pereavepluo| Oe ; 7-10-2021 | MM |1:150 7
x FOR APPROVAL Ka 3710/21) WK | CHECKED: RPEQ: DATE: => SPECIALIST ORIGIN <x PROPOSED FINGER PONTOON S DRAWN: CHECKED: APPRD: TDRG No: REV:
REV DESCRIPTION BY | DATE |APPD 5496 22/11/2021 | Boone & CATWALK’S KJ 34680-07 0

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST

Page 8

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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ae

 

 

 

 

 

 

 

 

 

 

 

 

 

PLANS AND DOCUMENTS
referred to in the REFERRAL
AGENCY RESPONSE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SARA ref: 2204-28387 SRA
Date: 26 May 2022
PILE DETAILS (m)
TOP OF
PILE DESCRIPTION EASTING NORTHING PILE RL
Pt $355.8 x 9.5, STEEL GR450 3.2m
P2 9355.8 x 9.5, GR450 3.2m
P3 0355.8 x 9.5, GR450 3.2m
P4 9355.8 x 9.5, GR450 3.2m
P5 9355.8 x 9.5, GR450 3.2m
P6 9355.8 x 9.5, GR450 3.2m
P7 9355.8 x 9.5, GR450 3.2m
P8 9355.8 x 9.5, GR450 3.2m
S1 0315 83KN RC 0.748
S2 9315 83KN RC 0.748
S3 0315 83KN RC 0.748
S4 9315 83KN RC 0.748

 

 

 

 

 

 

 

ISSUE FOR CONSTRUCTION

 

 

 

 

a Crichton EDGE Consulting Engineers}
P.O Box 6148
Woollongabba, QLD 4102

Ph: +61 7 3367 3570
ABN 66 099 997 995 [email protected]

 

 

FOR APPROVAL

KJ

13/10/21

MK

CHECKED:

 

 

REV)

 

DESCRIPTION

 

BY

 

DATE

 

APPD

 

 

DATE:
22/11/2021

__ | RPEQ:

 

 

5496

 

THE MARINA SPECIALIST

TRADING AS ACN 010633119 18 RON PARKINSON CRES
CORBOULD PARK
THE ett QLD 4551 AUSTRALIA
PHONE(07) 5492 5925
w= SPECIALIST

SURVEY DATA

 

DATUM

 

HORIZ.
GRID

 

HEIGHT
ORIGIN

AWD DERRIVED|

 

 

SURVEY
BOOKS

 

 

AS 1100

SHEN) BOATE HIRE

222 GYMPIE TERRACE
NOOSAVILLE

TITLE:

 

 

 

PROJECT:

PROPOSED PONTOON & CATWALK

 

 

 

 

 

PILE SETOUT
DATE: UNITS | SCALE: ‘SHEET:
13/10/21 | WM 1:20 8 A3
DRAWN: CHECKED: APPRD: |DRG No: REV:
KJ 34680-08 0

 

 

 

THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST