s290(1)(b) Amended concurrence agency response · OPW13/0583

Page 2

                                                                                               SDA-0813-003915
    Local government area:                    Sunshine Coast Regional Council


    Application details
    Proposed development:                     Development Permit for Operational Works (Prescribed
                                              Tidal Works – Pontoon and Boat Ramp)



    Aspects of development and type of approval being sought




      Nature of                   Approval Type                Brief Description of Proposal   Level of
      Development                                                                              Assessment
      Operational                 Development                  Construction of a boat ramp     Code
      Works                       permit                       and pontoon for private use.    Assessment



    Referral triggers
    The development application was referred to the department under the following
    provisions of the Sustainable Planning Regulation 2009:
    Referral trigger         Schedule 7, Table 2, Item 13 – Tidal works, or
                             development in a coastal management district (Coastal
                             Protection and Management)

                                      Schedule 7, Table 2, Item 27 – Work or other development in
                                      or adjoining a fish habitat area.

                                      Schedule 7, Table 2, Item 15 – Tidal works, or development in
                                      a coastal management district (Marine Safety)

                                      Schedule 7, Table 2, Item 15A – Tidal works, or
                                      development in a coastal management district (Marine
                                      Pollution)



 Conditions
 Under section 287(1) (a) of the Sustainable Planning Act 2009, the department requires
 that the conditions set out in Attachment 1 attach to any development approval.

 Reasons for decision to impose conditions
 Under section 289(1) of the Sustainable Planning Act 2009, the department is
 required to set out the reasons for the decision to impose conditions. These reasons
 are set out in Attachment 2.

 Further advice
 Under section 287(6) of the Sustainable Planning Act 2009, the department offers
 advice about the application to the assessment manager—see Attachment 3.




Department of State Development, Infrastructure and Planning                                    Page 2 of 6

Page 3

SDA-0813-003915

Please be advised that the applicant has provided written agreement to this amended
concurrence agency response, as attached.

If you require any further information, please contact Ryan Longland, Senior Planning
Officer, on 5459 8294 who will be pleased to assist.

Yours sincerely

 

Sara Doring
A/Manager (Planning)
cc Trish Hooper, [email protected]
enc: Attachment 1—Amended conditions to be imposed
Attachment 2—Amended reasons for decision to impose conditions

Attachment 3—Amended further advice
Attachment 4 - Applicant written agreement to amended concurrence agency response

Department of State Development, Infrastructure and Planning Page 3 of 6

Page 4

                                                                              SDA-0813-003915




Our reference: SDA-0813-003915
Your reference: n/a
 Attachment 1—Conditions to be imposed
 No.         Conditions                                                    Condition timing
 Development Permit for Operational Works

 Schedule 7, Table 2, Item 15 – Tidal works, or development in a coastal management
 district (Marine Safety) and Schedule 7, Table 2, Item 15A – Tidal works, or development
 in a coastal management district (Marine Pollution); Department of Transport and Main
 Roads (Maritime Safety Queensland).

    1.       (a) The construction, operation or maintenance of the
             structure must not impede the safe navigation of other        At all times
             ships or restrict safe access to or from neighbouring
             structures. AND
             (b) Any ship moored at this pontoon/jetty must not impede
             the safe navigation of other ships or restrict access to or
             from neighbouring structures

    2. The applicant must dispose of any obstructions and debris           At all times during
              encountered while undertaking the works. This work is        construction
              to be undertaken at no expense to the Department of
              Transport and Main Roads and in accordance with the
              Harbour Master’s direction.

    3.       The structure and any part thereof must not extend beyond     At all times
               that of neighbouring approved structures.
             The structure must be adequately lit and all lighting must    At all times
    4.
             be positioned so that it does not cause a risk to the safe
             navigation of other ships. Any freestanding piles must
             have retro-reflective tape fitted.
             All navigation lights, buoys, marks or signs associated
             with the development must be supplied, installed and
             maintained in accordance with the Department of
             Transport and Main Roads through Maritime Safety
             Queensland’s requirements. Please contact Maritime
             Safety on 07 3632 7500 for information regarding these
             requirements.
            No part of the approved pontoon structure or any ship
    5.       berthed at the approved pontoon structure is to encroach       At all times
             within 1.5metres of the allocated water space. The
             approved boat ramp structure is to be positioned as per the
             approved plans and use of the approved structures is to be
             as shown on the submitted Site Plan, Layout and Water
             Allocation, Drawing No. JSP-SJ-25800, Issue B prepared by
             Cardno for The Jetty Specialist on 27 March 2013.
    6.                                                                     At all times
             Any ship, berthed, moored or attached to the pontoon/
             structure must not exceed the following sizes:
                        Wet berth – length overall:8.0m; beam: 3.4m



 Department of State Development, Infrastructure and Planning                     Page1

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                                                                                 SDA-0813-003915




Schedule 7, Table 2, Item 13 – Tidal works, or development in a coastal management
district (Coastal Protection and Management); Department of Environment and Heritage
Protection

   7.       All works are to be constructed in accordance with the            At all times
            attached approved drawings and specifications
   8.       Best practice erosion and sediment control measures must          During
            be implemented and maintained to minimise erosion and             construction
            the release of sediment
   9.       Acid sulphate soils must be managed such that                     During
            contaminants are not directly or indirectly released to any       construction
            land or waters
   10.      Should acid sulphate soils be discovered they must be             At all times
            treated and managed in line with the latest edition of the
            Queensland Government’s Instructions for the Treatment
            and Management of Acid Sulfate Soils, 2001.
   11.      Any material to be excavated from the tidal area during           During
            construction and determined to not be Acid Sulfate Soils,         construction
            must be retained on the beach in front of the lot.

Schedule 7, Table 2, Item 27 – Work or other development in or adjoining a fish habitat
area; Department of Agriculture and Fisheries and Forestry.

   12.      Written notice of the date of commencement of                     Prior to the
            development works must be provided to Fisheries                   commencement
            Queensland via [email protected] at             of development
            least five (5) business days but no greater than twenty (20)
            business days prior to the commencement of development
            works. The email must contain a subject heading and
            other information clearly identifying the permit and works
            to which the notification applies

   13.      A sign must be displayed around the development works             Prior to, during
            site, in a position where the sign is clearly visible to the      and after
            public, for at least five (5) business days prior to the          development
            commencement, during and for 5 business days after all
            fisheries development works. The sign is to be removed 5
            business days after the completion of the works. Each sign
            must state: “Development on land that adjoins a declared
            fish habitat area authorised under Development Approval
            Reference No.SDA-0813-003915. Fisheries Qld Tel. No.
            [132523]".



   14.      After completion of the tidal works, all areas of the bed         On completion of
            and banks of the stream outside the approved permanent            development
            footprint of works should be returned to their original profile
            and stabilised to promote regeneration of natural fish
            habitats.



Department of State Development, Infrastructure and Planning                         Page2

Page 6

                                                                        SDA-0813-003915




   15.      A written report which details the completed fisheries   After the
            development works, including pre- and post-development   cessation of the
            photographs taken at specific photo-monitoring           development
            sites must be provided within fifteen (15) days of the
            completion of the works to Fisheries Queensland
            [email protected]




Department of State Development, Infrastructure and Planning               Page3

Page 7

                                                                               SDA-0813-003915




Our reference: SDA-0813-003915
Your reference: n/a
 Attachment 2—Reasons for decision to impose conditions
The reasons for this decision are:

   #           The conditions described in attachment 1 have been applied to the
               development approval in order to ensure that the development achieves the
               applicable performance outcomes within the State Development Assessment
               Provisions (SDAP), Modules 5, 10 and 14.

Findings on material questions of fact

Conditions 1-6

   #           The purposes of the Transport Operations (Marine Safety) Act 1994 The
               Department of Transport and Main Roads through Maritime Safety Queensland
               has the responsibility to ensure that any ship, dry berth or device (including
               Air Lifting Pontoons) berthed, moored or attached to the pontoon/structure do
               not encroach into adjoining water allocations or otherwise impede navigational
               safety.
   #           If not properly disposed of, obstruction and debris uncovered or otherwise
               encountered during the construction or demolition of the approved structure has
               the potential to interfere with navigational safety
   #           The extension of the approved structure beyond the established quayline or
               neighbouring structures will represent a navigational hazard.
   #           The Department of Transport and Main Roads through Maritime Safety
               Queensland is responsible for ensuring that the construction, operation or
               maintenance of the approved structure will not adversely impact on navigational
               safety.
   #           In order to ensure navigation safety, the Department of Transport and
               Main Roads through Maritime Safety Queensland needs to maintain the as
               constructed details of all structures located within navigable waterways
   #           This information is required to issue notices to mariners where necessary

         Conditions 7-11

   #           The applicant proposes to construct a pontoon with catwalk and a boat ramp
               in an area within the coastal zone, coastal management district, erosion prone
               area and coastal hazard area.
   #           The area contains matters of state environmental significance
   #           The plan of the boat ramp is for design purposes only
   #           The conditions will ensure that coastal processes are maintained and matters of
               state environmental are not impacted.

         Conditions 12 - 15

   #           The applicant proposes to construct two maritime access structures (private
               pontoon with associated walkway and a boat ramp) extending into waters
               adjoining the declared Noosa River Fish Habitat Area
   #           The adjoining Noosa River Fish Habitat Area presents a as a unique network of
               estuaries holding significant fisheries habitat




 Department of State Development, Infrastructure and Planning                     Page4

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                                                                                  SDA-0813-003915




   #           The area provides significant benefits to commercial, recreational and
               Indigenous fishers, as well as supporting a valuable tourism industry.
   #           The conditions are required so that temporary disturbances to fish habitats are
               restored, as close as possible, to the existing state, to provide information about
               the works to members of the public and for administration and compliance
               purposes (Queensland Boating and Fisheries Patrol)


Evidence or other material on which the findings were based

         Conditions 1 – 6
   #        the development application
   #        State Development Assessment Provisions published by the Department of
            State Development, Infrastructure and Planning
   #        Transport Operations (Marine Safety) Act 1994
   #        Sustainable Planning Act 2009
   #        Sustainable Planning Regulation 2009

         Conditions 7-11
   #        development application
   #        State Development Assessment Provisions published by the Department of
            State Development, Infrastructure and Planning
   #        Smart Map
   #        Ecomap layers
   #        Sustainable Planning Act 2009
   #        Sustainable Planning Regulation 2009

         Conditions 12 - 15
   #        development application
   #        State Development Assessment Provisions published by the Department of
            State Development, Infrastructure and Planning
   #        Sustainable Planning Act 2009
   #        Sustainable Planning Regulation 2009




 Department of State Development, Infrastructure and Planning                        Page5

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                                                                                            SDA-0813-003915




 Attachment 3—Further advice
 TOMSA and TOMPA
    1. The Harbour Master directs any ships and equipment you or agent use must
         comply with the Transport Operations (Marine Safety) Act 1994, the Transport
         Operations (Marine Safety) Regulation 2004 and the Transport Operations (Marine
         Pollution) Act 1995.




         Approved plans and specifications
Our department recommends that the following plans and specifications should be
referenced in the response:
 Drawing or document                                            Reference no.     Version    Date
 Site Plan, Layout and Water Allocation                         JSP-SJ-25800      Issue B        27/3/13
 Proposed pontoon and Catwalk                                   JSP-SJ25801       Issue B        27/3/13
 Boat ramp layout, section and details                          204161-S001          1           14/5/13
 Standard catwalk construction                                  JSP-GW-006        Issue E        12/3/13
 Pile bracket construction                                      JSP-SD-102        Issue D         1/9/05
 315 & 400 diameter reinforced concrete in                      JSP-SD-045        Issue C        20/4/99
 situ pile construction
 Pontoon construction details                                   JSP-SD-100        Issue D        31/8/05
 Structural design advice                                       204161 – Cardno      -           15/5/13
                                                                letter




 Department of State Development, Infrastructure and Planning                                  Page7

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FILLED TO MATCH EXISTING SURFACES
BY OTHERS
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NOTE: 13100 } 8384 |
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(REV DATE = AMENDMENT SP ECTALI ST 7 Ap Je6 7 375-13) AND BOAT RAMP MA Cos MILLIMETERS B AY

 

 

 

 

 

Page 11

 

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TO FACE OF CONCRETE WITH 4 / M16 S.S
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DATE PLOTTED: 15 May 2013 3:03 PM BY : JOSEPH MENKENS (SUNSHINE COAST)

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= | BY OTHERS. —~ SLUMP & 20mm AGG, SIZE.] TYPICAL.
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GRADE 40/20 EXPOSURE. (80mm : . me MHWST 0.350 y
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DOWELMASTER RECTANGULAR ay Gaaeeaivervvony EXISTING REVETHET WA een
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END WITH STAKE & WEDGE. ‘All ‘Danley’ proprietary items to be SECTION LA» THICKENING 150mm THICK PRE-CAST CONCRETE SLAB,

installed in strict accordance with WITH SL92 MESH, PLACED CENTRALLY.

manufacturers specifications. GRADE 40/20 EXPOSURE. (80mm SLUNP &

‘Danley’ code: KJ/0N150/16/200 20mm AGG. SIZE.) TYPICAL.

TYPICAL DANLEY 'DOWELMASTER’ &
KEY_JOINT DETAIL ‘DMKJ"

 

 

 

 

 

 

 

    

 

 

 

 

 

 

   
 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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CAD FILE: P\204100 misc\204161 49 wyune drive,

 

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DIAMOND DOWEL SLEEVES AT 0.2mm VAPOUR BARRIER OVER IZ 1 CONCRETE N&O/20, 60mm SLUMP.
450 CRS, CENTRALLY LOCATED. COMPACTED CBR&S BASE COURSE. LAPS, SLAB 225mm, WALL & FOOTING SOOMM,
COVER, SLAB S5mm, FOOTINGS 65mm, WALL 65MM.
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SCALE 120- AI
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Primencens [GRANT DENNIS
© Cardno Limited Af Rights Reserved. Cardno’ w= Date
‘This document is produced by Cardino Limited solely Shaping the ‘A. RECKENTIN _|49 WYUNA DRIVE, NOOSAVILLE Status WORK IN PROGRESS
for the benef of aed use by the cet in accordance ey ne vas a = Designed Dae | STRUCTURAL WORKS FOR DESIGN DEVELOPMENT PURPOSES ONLY
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Page 13

 

 

TOP CHORD / HANDRAILS

UPRIGHTS & DIAGONALS

‘1370
EXTERNAL

1210

| INTERNAL ; |

JSP-203

 

SECTION A STANDARD SIDE PROFILES p= at
TYPICAL ALL CATWALKS'’ . SCALE 1:100 2
SCALE 1:25 a
3mm ALUMINIUM PLATE FIXED TO FRAMING AT 250mm

 

JSP—202

  
   
  
 

OPTIONAL

50 X 4 TUBE TOE RAIL
TO 6mm PLATE TO EACH
UPRIGHT

JSP-201

 

 

 

 

 

 

-+-—_——7(}

OPTIONAL FOR MARINAS.
JSP-202 RHS SERVICES.

BRACKET WELDED UNDER CROSS FOR

840°

L NOTE:
|. FOR 4kPa LOADING TO CATWALK

60 X 40 x 2 RHS LONGITUDINALS
WELDED BETWEEN ALL CROSS MEMBERS

CRS WITH 4mm AL RIVETS & COVERED WITH
COMMERCIAL OUTDOOR CARPET. OR 125 X 25mm CCA
TREATED & DRESSED F17 HARDWOOD PLANKS FIXED
with 6 / 50 X 10 GAUGE STAINLESS STEEL SCREWS

lb | EACH PLANK. *

* FOR UNRESTRICTED ACCESS .(ALL SITUATIONS OTHER
THAN PRIVATE MARINA FACILITIES FOR 1 OR 2 BOATS)
USE 125 X 35 F17 CCA TREATED HARDWOOD PLANKS
OR 4mm AL PLATE . ,

 

USE JSP-006 RHS BOTTOM CHORD / BASE RAILS.

CATWALKS WITH TIMBER DECKING

NOTE: BENT END OPTION CAN BE
USED ON ALL SIZED CATWALKS

A.

     

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3 UPRIGHT. |

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BEAMS © 1800 CRS __ ONLY
3
OES: | “WAXIMUM CATWALK LENGTHS
+ AL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665 3 UPRIGHTS 7.5m 6.5m 6.0m 5.0m
Morte aaa 5 UPRIGHTS 11m 10.0m om 8.5m
* AL ALUMNUM SECTIONS TO BE GRADE. 635115. 7_UPRIGHTS 43m 12.2m_|_14.5m 10.5m
Oa CHANG © UP TO tomm $0.1 [9 UPRIGHTS | 15m 13.9m_|_12.5m 5m] |
> 1070 100mm 402 TT UPRIGHTS 17m 16.0m | 14.5m 73.0m_ | 3S
ALL ANGLES 47° .

* CATWALK TO BE NO LESS THAN 500mm ONTO PONTOON AT MEAN LOW WATER.
* REMOVE ALL SHARP CORNERS,

BURRS & WELD SPATTER.
* ANY CHANGES TO BE NOTED AND RETURNED TO DRAWING OFFICE FOR REVISION

   
 
  
 

12mm SS P.

 

 

 

 

ROLLER DETAIL

SCALE 1:5

 
  

50 X 2 SHS @ EACH UPRIGHT & AT 1/3 X
(UPRIGHT SPACING), WITH 600 CRS MAX.
OR 400 CRS WITH 3mm OR 4mm PLATE

 
 
   

  
  

 

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JSP—206 PIANO HINGE TUBES WELDED TO CATWALK END
LENGTH AND SPACING TO SUIT STANDARD PIANOH HING
SEE STANDARD PIANO HINGE & LAND ANCHOR DRAWINGS 90 TUBE

“lise

  

PICAL BASE DETAIL

SCALE 1:100

re HINGE TUBES

   

0 X 6 FLAT BAR WELDED TO
HINGE TUBE & CATWALK END

 

 

 

 

 

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BAR
970 NYLON ROLLER TO CHANNEL
SIDE OF CATWALK. ° PIANO HINGE DETAIL
- . SCALE 1:5 :
THE MARINA. SPECIALIST Gardno CUE: FE DEANS rms: STANDARD CATWALK CONSTRUCTION
THM 6 AON 010855119 2, NDUSTRAL AVE pe eerie fo ost oe (st 24.(¥a) Mune on
| TABLE & NOTES ALTERED ENG . QLD, AUSTRALIA 4551 Level 1, 5 Gordner Close, Miton 4064 Fax (07) 3369 9722 NQOSeviTie SCALE: DATE: DRAWING NO:
o MBER DECKING SIZE GHANGED se ae PHONE (07)5492 8925 | {P0. Bo 588, Toowong 4065 Ema: [email protected] |-PROJECT: STANDARD DRAWING AS SHOWN 12/3/03 | JSP—GW-006
& S_CHANGED NSP. FAX (07) 5492 6699 Ree DATE: DRAWN | CHEGKED |OIMENSIONS ISSUE —_ A3
AMENDMENT E SP ECTALIST 1067 — |24J9.907 NHW MILLIMETERS E J}

 

 

 

Page 14

 

 

P25

 

 

 

 

 

 

 

 

 

100 X 12 BAR BOLTED TD
rPONTOON FRAME WITH 2
M20 S.S BOLTS

  

F ‘
- M20 S.S BOLTS SECURED\ |
INTO PONTOON FRAME TRCK

a
I

= ald

 

 

 

 

 

 

 

SECTION A
JSP-208 PONTOON
FRAME

M20 S.S THREADED BAR
TAPPED & FULLY WELDED INTO
40 X 10 REINFORCING PLATE

 

 

 

750

 

 

 

 

 

 

6mm PLATE GUSSET X
TO BOTTOM CORNER
\

 

BOTH SIDES
@
20mm
CLEARANCE: \
TO PILE \
Kx

 
 

t
PROJECTED Ye—

FRAME CORNER +t
ale

 

 

(CY
X=? CONNECTION WITH
4 M20 SS BOLT

 

36
00

7 00-

 

 

 

50 X 6 PLATE LUGS WELDED
/ TOP EDGE OF FRAME 70 FIX

 

Mi2 S.S BOLTS TO EACH LUG

[-—~~_JSP-209 FLAT BAR
SURRBUND FRAME

 

|
ib

NAP IN FENDER

300 ROLLED FRAME CORNERS
PLAN VIEW

 

 

SIDE VIEW

DVERLAPPED BOLTED

THROUGH BOTH BARS
& INTO PONTGON FRAME

| 4 SINGLE ROLLER BRACKETS
[FIXED WITH 2 Mi2 ‘SS BOLTS

TO

6mm AL. TREAD PLATE INFILL WITH

SECTION B

100 X 70¢ NYLON ROLLER
IN 128 X 63 X 8/6 CHANNEL
1e¢ SS PI

 

 

 

 

 

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NOTES:
* ALL ALUMINIUM WORK TO COMPLY WITH AS1664.
* ALUMINIUM TO BE GRADE 6351-T5.
* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665
* ALL WELDS SHALL BE 8 C.F.W. U.N.O.
* ALL BUTT WELDS TO BE FULL PENETRATION.
* ALL BOLTS & FITTINGS TO BE 304 OR 316 STAINLESS STEEL.
* BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING OF DURALAC OR
LANOCOTE APPLIED TO ALL CONTACTING SURFACES.
* DIMENSION TOLERANCES U.N.O. SHALL BE:
FABRICATION — + 2.0 MACHINING - UP TO 10mm +0.1
> 10 TO 100mm +0.2
> 100mm + 0.5
ALL ANGLES +.05°
* REMOVE ALL SHARP CORNERS, BURRS é& WELD SPATTER.
* ANY CHANGES TO BE NOTED AND RETURNED TO DRAWING OFFICE FOR REVISION

ULTIMATE LOAD CAPACITY = 8kN
ONLY SUITABLE FOR SMALL PONTOONS IN SHELTERED SITES
BERTHING SMALL, LIGHT WEIGHT VESSELS

A
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

 

 

Doo

 

    

 

THE MARINA SPECIALIST

Cardne@ xn: 05: 074 992

cuENT: FE HENNIS JME: PILE BRACKET CONSTRUCTION

TO SUIT 3156 — 3500 PILES

 

 

 

 

 

 

 

 

 

 

TRADING AS ACN 010633119 2-INBUSTRIAL AVE cot 24 (49) WYUNE df
oa GL AUSTRALA 4551 ne ruins Ph (07) 8369 922 a) " ; : :
6/6/08 | BLOCKS REPLACED BY ROLLERS JSP “. uh ee at ae ieee Fox (07) 3369 9722 - SCALE: aa wi DRAWING NO:
3474/00] BOLTED CONNECTIONS ADDED “BP Ee PHONE (07)5492 5925 } [Po Pox Se ence at curdnobeoene.comed | PROVECT: STANDARD DRAWING 1:5 /9/05__| JSP=SD-102
18/1 706|FRAME STRETCHED & PILE MOVED 75mm | JSP FAX. (07) 5492 6699 HOD AE oF . DATE: DRAIN] CHECKED TomnSions a AD
DATE AMENDMENT 1SSU speectAti st N67  \2F- 6-8 SYSTEM 2006 MA MILLIMETRES D AJ)

 

 

 

 

 

 

Page 15

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

R6 HELIX. |i

6 / N20 BARS _ —— @ 65 PITCH “Wi

FULL LENGTH mr R6 HELIX ae td |

FULL LENGTH fo 40mm COVER NIC @ 65 PITCH i a

40mm COVER No Ty ime 4008 HUMES |i

ae ht 1 UPVC FORMER «| fi

eI R6 HELIX itd 315¢ HUMES i “

R6 HELIX my @ 65 PITCH Nit) UPVC FORMER” \jE-4~-j ao

@ 65 PITCH er cc ae 6 / Neo BARS |i

ri 44 +4 FULL LENGTH [iv it.

re 315¢ HUMES 1 6 / N20 BARS [iti & 3 / N20 BARS fit

315¢ HUMES 4 UPVC FORMER N\Q|iv 4 FULL LENGTH = [ith TO 3m OF TOP \ti

UPVC FORMER’ Nicf- + & 3 / N20 BARS |ie+i 40mm COVER NH

tor a TO 2m OF Top \ +h tT

<d ae 40mm COVER iri) Koo

ro 4 ce cee

it +7 oat Let

GRADE N32 [fv GRADE N32. f-47 GRADE N32 | H+ GRADE N32. | HIT

MASS CONCRETE J (+ MASS CONCRETE ||"! MASS CUNCRETE [i171 MASS CONCRETE | F111

TO BASE OF PILE \-)7 TO BASE OF PILE ‘ivi TO BASE OF PILE “Nitti TO BASE OF PILE Witt

oe <4 ant +01

a etd baedety EET |

Laden 4 4444 +h 4

a4 oo ot 4-4-44 1 ba Tt

I I at ai

ae oI ch Hit

REINFORCING TO EXTEND |i--- REINFORCING TO EXTEND |f-+-]] REINFORCING TO EXTEND [it+47) REINFORCING TO EXTEND {fT 1}

TO WITHIN 300 FROM “TI TO WITHIN 300 FROM jf TO WITHIN 300 FROM Vity i TO WITHIN 300 FROM) VL

BOTTOM OF PILES NIG BOTTOM OF PILES ‘i_i-4 BOTTOM OF PILES “ELH BOTTOM OF PILES Nii
315@ DECK PILE 3156 PONTOON PILE 3156 PONTOON PILE 400¢ PONTOON PILE

46kNm 61kNm 83kNm 130kNm

 

 

 

THE MARINA SPECIALIST CLENT: FF Deaipl\s TE 315 & 400 DIAMETER REINFORCED
Tone 9s ACN OTDESSTT 2, MAST. AE wT 2¥ (yd) WIANH 2e CONCRETE INSITU PILE CONSTRUCTION
Neos 4 reg SCALE: DRAWING NO:

 

 

 

 

 

 

 

DATE:
QUECT: 1:25 20/4/99 | JSP-SD-045_ -
PROMEC STANDARD DRAWING DRAWN CH ED mee L NSSUE
WA ‘aah MILLIMETERS C IA3/

 

 

 

 

 

 

 

 

 

Page 16

 

RECTANGULAR PONTOONS U SHAPED PONTOON L SHAPED PONTOON 2-N12_ BARS IN TOP = eal sign

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 
   
 
 

 
 

 

   
     

 

 

        
 

 

OF ALL BEAM
so0-—[ == 8000 10.1500 ——=-1_ sop soo [= 8000 TO 15000 soo [a= 8000 T0 15000 UNDER DECK MESH COVER TO EXPOSED SURFACES
ps C= i cE =[b+00
waa see2552=2 ae 8 [ores = fe opeenenee be a |
2853" 22) | 1 | 882 gy] y Ne 28 83
esesee===5=2f7 | it bo pssssees FT i ho paeeeasesost Gt | Peantkorein
T 8000 TO 10000 i | LL _ L “| LL R6 LCS - 300 RS” , TYP a DETAIL
8000 TO 15000
| ! 500—-{ JSP-208 PERIMETER FRAME,
paw } 3 NOTE: TH Po xl TYPICAL TO ALL PONTOONS =a fae sms
i i! 28 ‘ BEAMS NOT REQUIRED FOR PONTOONS ; ee T | =o 450mm MIN.
bLo----sL--~=—4] 8 LESS THAN 8000 IN LENGTH 33 28 RIGHT HANG l é A |
rT { poe Hecate ea= f? 82 sab a — == =
t 380 STANDARD FREEBOARD ‘ip
u | FOR FLAT DECK PONTOONS LL.
10100 To 15000 —————~} STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS | one 25
EQUAL NOT TO SCALE | j-  - -- - LORE ye a= =
500-1 [FsPacine 7 = 80 SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION 25mm THICKENING AL UGS-300
ALONG
T | ] | ly t SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS SIDES WITH 200 WIDE SLB TP
rosea == 8 ; MESH STRIP UNDER ANCHOR WEB
i 1 4 n| 28 4 UP anyone
Le eet tt --id TF 3 950mm MIN.
NOTES:
= | aot, work to comply ane ee Mi coneres | to be 50 MPa.
eee Sh pe rt forceme! expt faces e im minimum.
r Reinforeing to be minimum of Smm bors ct 100mm centres in each
| TYPICAL 300 X 120 TRANSVERSE END Girection UNO,
MAX DRY STORED BOAT DISPLACEMENTS i I EAM TO BE INCLUDED IN ALL FLOAT All joins in mesh to have min. lap of 1 mesh square + 25mm.
CoE ee ae oe aaa iP-20e cy, aa . ze All oluminium work to comply with AS1664, All welds to be Smm CFW
= i] ~/_ ~~~ lL —~-~-— —- ~~ ===>, === -|- -----4 aluminium wot comply wi . All welds .
LENGTH | 3.5m - 4.5m 3m MINIMUM FOR em ste ee it PILE \ eS SS IL LLL All butt welds to be full penetration. Aluminium to. be on 6351-15.
15m 3.5t 2.9t CONNECTIONS ARE REQUIRED | ; FLOAT A BOAT) RAMP FORMED INTO PONTOON DECK orotate ¢ eaten ct with concrele to be wih ane
tm oe zis if! 8 3 Ai hatte and fetngs to be 304 or 316 stcinless steel
12m 3.0t 25t 1 an ings or stainless .
itp
10m 2.75t 2.3t 2 i + 1 xf me { Flotation to comprise of grade SL expanded polystyrene foam with
9m 2.At 241t \ 4 12-50 + = approved protective coating. The approved protective coating for the
7 OO ise v \ t | ~ ~ pontoon rio the an impervious rm to water & marine organisms; and
~ 2 pontor mperviou wl
in 20 gt L | PLAN VIEW is suitabl marine environmen
mm u cl § {_———__ Le Pitot LL Le Pontoons with Floct-A—Boat ramps to have dry stored boat fully winched
6m 1.5t 1.3t — 7 eS SaaS SY onto pontoon with im clear at rear.
om 41.0t 0.9 VAY BE USED FOR PONTOON SIDES ONY | |! This pontoon facility has been designed to comply with all relevant
REQUIRING FENDERING TO BE ATTACHED | Australian Stondards. The pontoon will be stable at all times. The pontoon
{ has been designed so that when the specified stability five load is
 _ __ — — - — ~|_ - ~-- - > ~~ 5 = 5 eee 4 a a of the pontoon and over the seg there
is ni an m teserve freeboard; bottom comer
- 770 STANDARD OVERALL FLOAT A BOAT RAMP OPTION pontoon a not emerge from the water, and the angle of tit will not
450 STANDARD FREEBOARD SCALE 1:50 exceed 15.
[ \ —e MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPa. (Structural & floatation)
= EES 1.5 kPa (Stobility unrestricted access)
waTeR UNE} 0 | | DRESS Pde - | 2 a ee 7 2.0 kPa (Stability restricted access)
FOAM FLOTATION UNIT pau FOAM FLOTATION UNIT SE an SITES ONLY.
DEPTH Vl : 300mm.
RAMP END VIEW FRONT ELEVATION WANMAA Wi WELOGTY: 41 oe
THE MARINA SPECIALIST cue: FF DEANS MME: PONTOON CONSTRUCTION DETAILS
TRADING AS ACN 010633119 2 INDUSTRIAL AVE Lot 24049) WYUNA aK
CALOUNDRA
ji ; a OLD. AUSTRALA 4551 Fox (0) 3060 9722 Mesa ee SCALE Te :
Q en STABLITY NOTES, ADDED aca cans ag baa PHONE (07)5492 5925 Emma [email protected] | PROVECT: STANDARD DRAWING AS SHOWN 31/8/05_| JSP-SD-100
1 Ea BS use. FAX (07) 5492 6699 DRAWN | CHECKED [OMENSIONS
DATE ‘AMENDMENT SPEGTALIST MA D A3)

 

 

 

 

 

 

 

 

 

Page 17

Sp)

OurRef 204161
Contact Andreas Reckentin

15 May 2013

Grant Dennis

PO Box 2128

ASCOT QLD 4007

Dear Sir,

STRUCTURAL DESIGN ADVICE

Project: Proposed Boat Ramp

Owner: Dennis Grant

Address: Lot 24 (49) Wyuna Drive, Noosaville

We, Cardno (Qld) Pty Ltd, advise that the proposal to construct the works described
above has been checked by us. When the works are constructed in accordance with
the approved drawings and in the location shown, the proposed works are structurally
adequate for the anticipated usage in this location and should comply with the design
and safety provisions of the Prescribed Tidal Work Code (Schedule 4A of the Coastal
Protection and Management Regulation 2003), based on the design criteria, and
assumptions listed below.

Basis of Design Advice
e The works do not impose loads that would significantly affect existing
structures.
e The works do not adversely affect the stability of the bed and banks in the
near vicinity of the structure.

e — Structural design criteria:

Maximum Wave Height 400mm wind wave
300mm boat wake

Wind Classification N3
Max. Current 1.0 m/s
Scour Reasonable scour effects from flood flows and

tidal flows have been considered

Relevant Codes AS1170,and AS 3600, except where varied by the

Prescribed Tidal Work Code

Departure from Prescribed Tidal Work Code (Schedule 4A of the Coastal
Protection and Management Regulation 2003)

e Boat ramp width of 2.86 metres is deemed satisfactory for this private use.
This design advice does not cover the construction or installation of the works on site.

The Builder shall confirm the adequacy of the site conditions during installation and
shall advise the Engineer if variation from details shown on the drawings occur. No

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Cardna

Shaping the Future

Cardno (QId) Pty Ltd
ABN 87 081 074.992

Level 1

9 Maud Street
Maroochydore QLD 4558
Australia

P.O. Box 152
Maroochydore QLD 4558
Australia

Phone: 617 5443 2555
Fax. 617 5443 5642

Email: [email protected]

www.cardno.com.au

Page 18

2 cls Cardno

Shaping the Future

detailed site investigation or studies have been carried out by us or provided to us. if ground conditions
other than those described are encountered during construction or seabed levels encountered are deeper
than those shown on the drawings, further advice should be sought.

The structure is to be built in accordance with the following referenced documentation, using good building
practice.

Referenced documentation

e Cardno Drawing No. 204161-S001

Competent Person Details

Name: Andreas Reckentin BE RPEQ 4902
Name of firm for and on behalf person is signing:
Cardno (Qld) Pty Ltd
Level 1, 9 Maud Street
Maroochydore Qid 4558
Postal address:
PO Box 152
Maroochydore QLD 4558
QLD 4558

Phone: (07) 5443 2555 Fax: (07) 5443 5642

Regards

Mbedtped Metfn be

Andreas Reckentin
Principal - Senior Structural Engineer
for Cardno

www.cardno.com

Page 19

Our reference: n/a
Your reference: SDA-0813-003915

Attn: [email protected]

Written agreement for the Department of State Development, Infrastructure and

Planning to amend its concurrence agency response
(Given under section 290(1)(b)(i) of the Sustainable Planning Act 2009)

Street address: 49 Wyuna Drive, Noosaville Qid
Real property description: 24N10575

Assessment manager reference: OPW13/0583

Local government area: Sunshine Coast Regional Council

As the applicant of the above development application, | hereby agree to the amended
concurrence agency response provided to me in the notice dated 1 November 2013.

Name of applicant: Teh & en n4s
a

— 4
/

Signature of applicant: CV l Mea EO YD

Date: F/ 111143
J]