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Development Application Part 2 of 2 - Plans · OPW11/0227

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THIS IS THE NEXT PART OF A
MULTIPLE PART RECORD

Part Of

Application number:

 

ji

”

 

C
T \I&AM\BCS IAM\INFORMATION MANAGEMENT\RECORDS wag of Records\EDRMS\Multi Part Record Cover Sheet FIRST PART.

 

 

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77OR

70
Full text of sections 2 to 10 (of 25)

Section 2

 

. 28 June 2011 ee

Conor Neville SETTLER’S COVE

Senior Environment Officer
Operational Works Branch
Sunshine Coast Regional Council
c/- Tewantin Office

PO Box 141 Tewantin QLD 4565

 

 

 

THE ESSENCE OF NOOSA STYLE

By hand:
Dear Conor,

Re: APPLICATION FOR DEVELOPMENT PERMIT
Operational Works - Landscaping
Lot 5 on SP 195871, Serenity Close, Noosa Heads.

Further to our lodgment of revised plans in April 2011 and your most recent
correspondence requesting a new application, we hereby seek a new approval for
Operational Works (Landscaping).

Accordingly, we enclose the following documents:

(i) Completed IDAS Form 1; IDAS Form 6 and IDAS Checklist 4;

(ii) 1 copy of A3 drawings to match those previously supplied, as per the
attached transmittal;

(iii) A plan of subdivision showing the registered easements over Lot 5 of which
only the sewer easement within the street setback is of concern, and;

(iv) A disk containing the above documents.

We enclose a cheque for $3,493.00, being the applicable fee for this application, less the
$385.00 paid to date as part of the request to modify approval 2008/853.

Please note that this application applies only to the “Iluka” proposal (<5,000 sqm of
landscaped area), which forms the first of two stages of development on Lot 5, in
accordance with DA 2005/0699 and the subsequent approval to reconfigure the lot into
a layered strata scheme.

Please call me on 5448 0186 should you require further information, otherwise I look
forward to confirmation that this application has been received and is in order.

Yours sincerely,
CAPE BOUVARD DEVELOPMENTS PTY LTD
for and on behalf of CBD SETTLER’S COVE PTY LTD

— GARY GODFREY
Senior Development Manager

Project Office Corner Banksia Avenue & Serenity Close, Noosa Heads Queensland 4567

PO Box 1923, Noosa Heads Queensland 4567 Telephone 1300 10 10 50 Facsimile 07 5448 0286 Email [email protected] www.settlerscove.com.au

ANOTHER QUALITY DEVELOPMENT BY Qu Bouvaro

Section 3

5

 

 

   

 

 

Land Title Act 1994; Lond Act 1994 : SURVEY PLAN Sheet | of

Form.21 Version 2

 

 

 

PERMANENT MARKS

  
   
 
    
  
   
       

 

 

 

 

 

 

 

 

 

     
    
 
 
 
 
 
 
  
   
  
  

 

cova STN| PM BEARING | _DIST No; ORIGIN
SPIB8261
22 4 OPM 269°29' | 5843 | 167940 | sP195875 || New Conn
“— / eg OPM 68°6'20" § 203-76) (7629 APIGE 37) New Cann
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st SEE DAIGB . Ao.
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as 237°25'10" Orig
604 2s ¢ "26-181 Orig
SPIB827( Se . wie EMT EF EMT A
8270 pa es fe \ AR" SP100064 FF Aer RP202265
3 BY eS /184°33'10" Orig
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REFERENCE % Aes ri. £5'50'59 ori
STN TO BEARING DIST PMKS ORIGIN & “60! >
o16" . . s é
/ O Screw 59°16 4223 | IN KB | SPIOO064 286*06'4s"Orig<” SPIB8268 é] g
2 oI 82°20'10" +0 RPI66371 52413 Orig Park
2 O NAL. 78°39" Sasi | IN KB | SPIOOO64
2 O NAIL 10g°4g920" | 2la7 4} iw KB | sPI00064
2 | 0 SCREW 132°12'40" | 45-368) IN KB ISG4985 20 SCREW 65°14" 521 IN KB
3 SCREW 100°4S'10" | 23605] IN KB al SCREW 24°0" 404 IN KB
4 ] 0 SCREW 127°S9' 10-27 | IN CONC | SPI95875 é2a SCREW 22713" 4555 1 IN KB
5 or 299°37°40" 15 SPIBB268 234 SCREW 326°20" 646 | IN KB Total
7a | otgcrew 106°44° 2.843 | IN conc | sPi9s875 24 SCREW 25°21 7-054 | IN KB Area of New Foad
9a | 6 screw | i90°08'30" | 7776 | ww conc | sPi9se7s 25 | 0 SCREW 26°33 34i9 | IN KB | SPIOQ0E4 4980m?
10 oIP 33°00'25" 248 RP 202265 264 0 NAL 243°10" 2a | IN M/H | SPioo064 m7
to \ 0 screw 246°56" 6-939 | w conc | sPi9sa75 27 | 0 NAL 26610°30" | 4828 | IN M/H | SPIO0064
13 | O SCREW 239°16" 5-464 | IN CONC | SPI95875 29 | 0 SCREW 57°50" 4152 | IN M/H Y SPIOQOG4 Original information compiled from
(3 | sorew | ts7s2" | le024 | i conc 50) screw | err | ase | WM Ke Department of Nolural Resources @ Water
iS O NAM. 193°59'10" 221 | IN CONC | 1$94985 a oip 349 °14" 2051 SPIOO064
iv or 105°05'10" 54 RP202268 Bla oIP oraz réll SPIOOO64 :
°3/° . 33 PIN S219" 1658 PEGS PLACED AT ALL NEW CORNERS
17 | O SCREW 23°31 658 \ iw conc | sPi95875 a TNL ESS OHIERWISE STATED
8 PIN 343°36'16" 3-965 34a PIN 356 °S7" 1597
19 SCREW 100°05" 4-551 | IN KB
0 1020 40 60 80 100 200 300 Metres
mt t t t r I I I
Original Scale £2000
Q i 1 | l 50imm | | | i 100mm | t £150 |mm State copyright reserved.
Ken Hicks & Associates Pty Lid ACN (010 278 823) Scale 1:2000
hereby certify that the land comprised in this plan was — 2 :
surveyed by the corporation, by Keith Andrew Johnson, Plan of Lots 4, 5, 7 11, 605 & 606
registered surveying graduate, for whose work the GEmt's Hin Lot 4, J, KGL inLot 5, MinLot 7, NinLot8PinLot9, RATinLotio \Fome: STANDARD
corporation occepis«rtonsibility, under the supervision @ SinLotil
of Josef Petelsfyy aeeyor, and that . . mee . . a ~ .
the plan is ggeQnate survey was & Covenants Ain Lot 4, BinLots, CinLot 7, DinLot& & EinLot9
performed igf 4 yrvey & Mapping
Jntrastrue’ Z ngZg peyers Act 2005
; a :
and os9 iecidoepiied on 25/07/08. Cancelling Lot 603 on SPI88270
TEL fi] 8 |) S$P195871
PARISH: WEYBA COUNTY: March Plan Status:
Director ne date: SIL 7/2008 | veridion:  sPIBBB7O F/N's: YES

 

 

 

 

 

Section 4

 

 

WARNING : Folded or Mutilated Plans will not be accepted.
Plans may be rolled.
Information may not be placed in the outer margins.

 

(Dealing No.)

 

Registered

5. Lodged by

 

(Include address, phone number, reference, and Lodger Code)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1. Certificate of Registered Owners or Lessees. 8. Existing Created
1/We Title Reference | Lot Plan Lots Covenants} Emts Road
CBD ST TLEes BYE PTE, LT. s0667668 | 603 | sPiaEe70 4,5, 7-l, 6054606 AE | HU-M P| NewRd
Atal U4 192 773 ReT
(Names in full)
%* as Registered Owners of this land agree to this plan and dedicate the Public Use
Land as shown hereon in accordance with Section 50 of the Lond Title Act 1994.
EMCUMERANCE EASEMENTS
* @s-Leesees-of-this-tand_agree—te—this-planr EASEMENT {LOTS TO BE EMCUMBERED
602024994 10, 605, 606
Ze ——T . 702850220 4, 10, 605
Signature“of * “Registered Owners * Josson, 605
64 605
CBO SETTLERS Cove Ply LI. Reni HE 192 779 710825215 606
TS BL RPP OTe? ATI 0RNG, GARY MICHAEL
by f 710525233 605 & 606
CobFRey MURA T To POWER OF ATIOLNGY 710825236 605 & 606
heer s7 No. 709L 108¢7 710825244 605 @ 606
Emt F on SPIO00064 partially absorbed by new road
%& Rule out whichever is inapplicable
2Local Government Certificate.
* Sovewiwe Coase Recsow ae Goovae
certifies that the requirements of this Council, the Local Government Act 1993, the
Local Government (Planning and Environment) Act 1990, the City of Brisbane Act
1924, and all Local Laws and Ordinances have been complied with subject to
t
Vater .
integrated Planning Act 1997
~ 12. Building Format Plans only.
4, 5, 7-1, 6058606 Por 1643 1 certify that ;
* As for as it is practical to de’ ine, no part
: of the building shown on this encroaches
Lots Orig ae
onto adjoining lots or road;
: : . * Part of the buildipg“shown on this plan
7. Portion Allocation : encroaches onto adjoining * lots and road
s. Map Reference :
a ee 5 Cadgatral Surveyor/Director Date
; , 9545-3314. ¥
Dated this WWE es ‘7 THIeo doy of Ape les) 55142 delete words not required
Aewta a. Locality : 13. Lodgement Fees :
NOOSA HEADS .
Mae Siam Coins # Survey Deposit $
AutmogseO ofAceR. ‘ 10.Local Government : Lodgement $
SUNSHINE COAST REGIONAL COUNCIL New Titles $
* Insert the name of the Local Government. ; Photocopy $
# insert designation of signatory or delegation un. Passed & Endorsed . Postage $
* ° Ken Hicks & Associates Pty Lid
3.Plans with Community Management Statement: | «References : By (ACN 010 278 623} TOTAL $
ile : ite:
CMS Number : Dept File : Dote : af@/2008
Local Govt : Signed : frog Fetelelon 14, Insert
Name : Surveyor : 050908 Designation :  Cadasir-' Surveyor Number SPI95871

 

 

 

 

Section 5

   

 

Land Title Act 1994; Land Act 1994 ADDITIONAL SHEET ° Sheet

Form 21A Version 1 2

 

 

Gos.

 

   
  
          
    
     
     

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PEGS PLACEDAT ALL NEW CORNERS

UNLESS OTHERWISE STATED State copyright reserved.

 

insert

fon, SPISS87I

o t ! i L50|mm | \ i L100 |mm | | i £150 [mm Number

 

 

 

 

Section 6

 

 

 

 

 

 

 

        
  
  

“| Land Title Act 1994; Land Act 1994 ADDITIONAL SHEET Sheet of
Form 21A Version 1 3 3
2
SERENITY = 3 5
&
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PEGS PLACEDAT ALL NEW CORNERS
UNLESS OTHERWISE STATED

State copyright reserved.

’n SP/9587]

Number

 

 

 

L100 {mm} 1 l L150 [mm

l 50 jmm. L i

 

 

Section 7

                                                                   SETTLER'S COVE - ILUKA APARTMENTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SCHEDULE OF DRAWINGS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              DWG. No.    DESCRIPTION
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RL                                                                    DRY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SCV04 703   SHRUB PLANTING PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                 2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Y
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             LIFT                                                              L'DR
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Section 8

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       //
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SERENITY CL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      OSE                                                                                                                                                                                                      FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            NOT TO SCALE




                                                 LANDSCAPE DOCUMENTATION PACKAGE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CLIENT:                                                  PROJECT NUMBER:

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CAPE BOUVARD PTY LTD                                     SCV04
PL ACE
P L A N N I N G
D E S I G N
ENVIRONMENT
                  SUNSHINE COAST
                  3/132 BULCOCK STREET
                  CALOUNDRA, QLD 4551
                  AUSTRALIA
                  T : (07) 5499 6188
                  F : (07) 5499 6711
                                                 FOR OPERATIONAL WORKS APPROVAL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        31.03.2011

Section 9

LANDSCAPE NOTES
SECTION 1 LANDSCAPE GENERAL NOTES                                                    SECTION 1 LANDSCAPE GENERAL NOTES CONTINUED                                                  SECTION 2 LANDSCAPE INSTALLATION PROCEDURES                                               SECTION 2 LANDSCAPE INSTALLATION PROCEDURES CONTINUED
                                                                                                                                                                                                                                                                                                                                                                       PL ACE
Cultivation: (Existing Subgrade)                                                     Construction Review and Certificates                                                         Co-ordination with all other trades is required with regards to utilities, paving,        Soil:                                                                                      P L A N N I N G
                                                                                                                                                                                                                                                                                                                                                                       D E S I G N
Cultivate all planting areas to a minimum depth of 150mm as specified.               The Contractor shall give the Landscape Architect forty-eight hour's notice of any           lighting, irrigation and water supply by others, etc.                                     1. In general, topsoil is imported per recommendations by Nullabor Prevention              ENVIRONMENT

                                                                                     review period.
                                                                                                                                                                                                                                                                            2. Planting Area Topsoil Depth - 300mm                                                     SUNSHINE COAST
                                                                                                                                                                                                                                                                                                                                                                       3/132 BULCOCK STREET
Refer to Landscape Installation Procedures for :- Topsoil, Planting, Mulch, and                                                                                                   The Contractor is to:                                                                                                                                                                CALOUNDRA, QLD 4551

Hardscape requirements.                                                              In addition to normal review of Works identified in each section of the specification,                                                                                                 3. Lawn Area Topsoil Depth - 200mm                                                         AUSTRALIA
                                                                                                                                                                                                                                                                                                                                                                       T : (07) 5499 6188
                                                                                                                                                                                                                                                                                                                                                                       F : (07) 5499 6711
                                                                                     the Landscape Architect shall be required to review the following key points:                - provide erosion and sediment control measures to any disturbed areas caused
Staking                                                                              a) Setout of all items (planters, pathways and paving, walls, furniture, lighting etc.)        by landscape works.                                                                     Planting:
Use new unpainted 2400mm x 50mm x 50mm straight hardwood embedded                    b) Drainage works                                                                            - carry out trimming of any disturbed areas caused by landscape works.                                                                                                               All information displayed, transmitted or carried within this drawing
min. 600mm into the soil. Stake all trees. Position two stakes equidistant from      c) Soil placement                                                                            - implement dust control measures to disturbance caused by landscape works.               Planting and handling of plant material is critical to prevent the rootballs from drying   is protected by Copyright and Intellectual Property laws.

the plant centre and in-line with roadway directions or Tri-stake as required.       d) Plant Setout prior to planting                                                            - remove soil and other debris from roadways at the end of each day.                      out and experience has shown that once the plant material has become stressed              The information contained in this document is confidential.

Use one stake for all trees 45L & smaller. Secure the tree with suitable lengths     e) Practical Completion                                                                      - remove all waste from site. Bins to be provided by Contractor.                          the recovery time can be lengthy effecting the quality of the job. THE                     Recipients of this document are prohibited from disclosing the
                                                                                                                                                                                                                                                                                                                                                                       information herein to any person without the written consent of
of non abrasive material looped in a figure-8 pattern around the trunk.              f) Off-Maintenance                                                                           - develop a traffic control plan and implement as required.                               CONTRACTOR MUST HAVE A WATER TANK DURING ALL PLANTING                                      PLACE Design Group.

                                                                                                                                                                                  - take all necessary precautions for the safety of the public, the Contractor's           OPERATIONS TO MIX AND APPLY SOIL AUGMENTATION                                              Annotated dimensions take precedence over any measures of

Finished Levels and Grades                                                           All structural, hydraulic, electrical etc. work is to be Certified by a registered testing   employees and conform to all of the regulations as required by The Workplace              RECOMMENDATIONS.                                                                           scale. Verify all dimensions on site prior to construction.

Refer to civil Engineers Drawings                                                    authority / engineer where required.                                                         Health & Safety Act 1995 and all subsequent amendments.                                                                                                                              This drawing may display with permission a combination of
                                                                                                                                                                                                                                                                                                                                                                       specialist and other consultant(s) input and linework.
                                                                                                                                                                                                                                                                            PLANTING PROCEDURES-                                                                       Nominated specialist and consultant information contained within
Services                                                                             The Contractor shall seek confirmation of inspection points which are to be                                                                                                                                                                                                       this document is referenced from their supplied documentation and
Verify location of all services on site and on the road reserve prior to             nominated by the appropriate engineer prior to work commencing.                              Hardscape Installation:                                                                                                                                                              is contained in this document as indicative only and not for
                                                                                                                                                                                                                                                                                                                                                                       construction or certification purposes.
commencement of Landscape Works. Contractor is responsible to make good                                                                                                           Setout is to be reviewed in the field by the landscape architect prior to construction.   Planting for street trees and shrubs should be completed in one continuous
any damage to services or other works.                                                                                                                                                                                                                                      operation as outlined below.
                                                                                                                                                                                  All concrete pathways are to be constructed and reinforced per Noosa Shire                                                                                                           PROJECT
Turf                                                                                                                                                                              Council's Footpath Design Standards.                                                      1. Stake out tree locations or setout shrub plantings for review and approval              SETTLER'S COVE
Zoysia 'Nara', rolled on completion. Topdress as necessary to remove
undulations and the like.                                                                                                                                                                                                                                                      by Client.
                                                                                                                                                                                  In general - hardscape items are to be set at finished levels as shown on plans.                                                                                                     ILUKA APARTMENTS
                                                                                                                                                                                                                                                                               Adjust for any conflicts with utilities etc.
Turf and Planting Area Edges                                                                                                                                                      In general - curvilinear footpaths and concrete edges are to be installed with smooth     2. Excavate pits for trees or shrubs.                                                      CLIENT
Between turf / garden areas install a 100 x16mm CCA (H5) treated pine edge.                                                                                                       continuous curves shown on the drawings with no flat or angular transitions between
Where timber edge meets pathways ensure flush finish. Refer Detail 1 SCV01                                                                                                        curves or forming members.                                                                3. Pit sizes - Width is 2 x Diameter and Depth is Height of Rootball + 200mm.
901.                                                                                                                                                                                                                                                                        4. Set tree plumb and at the appropriate elevation, allow for settling with                CAPE BOUVARD
                                                                                                                                                                                  Treated Pine edging (100mm x 16mm) CCA (H5) is to be installed flush with turf,              adjudicated topsoil lightly compacted.
Existing Trees                                                                                                                                                                    kerb and pathways, with soil set down 100mm at the header (on the planter side) to
                                                                                                                                                                                                                                                                               Set shrubs and face in visually cohesive groupings.                                     NOTES
Protect existing trees to be retained and any previous landscape works.                                                                                                           allow for the placement of 100mm specified mulch.
                                                                                                                                                                                                                                                                            5. Backfill with adjudicated top soil in layers to avoid air pockets. Lightly compact
Root Control Barriers                                                                                                                                                             The contractor is to provide 2m x 2m samples of each paving colour and finish for            and water settle in layers.
Supply and install root barrier as detail using nylex (dimpled) root barrier 600 x                                                                                                review and approval.                                                                      6. Construct temporary earthen watering basins and water regularly until irrigation
3000 where required next to hardscape. Install root barrier to 1500 each side
of the tree trunk.                                                                                                                                                                                                                                                             is installed.
                                                                                                                                                                                  Slip Resistance:
                                                                                                                                                                                                                                                                            7. Stake trees - stakes are to be vertically driven to uniform heights. Ties are to be
Irrigation                                                                                                                                                                        The Contractor shall ensure a finished surface slip resistance to Council approval.
                                                                                                                                                                                                                                                                               at uniform heights.
Contractor to provide Design and Construct of Automatic Irrigation System.
System to be zoned to aspect, micro climate and water efficiency.
                                                                                                                                                                                  accordance with AS/NZS 4586. Any sealants used must not reduce the slip                   Mulching:
The System shall be drip tubing such as 'Netafim' or approved equivalent and                                                                                                      resistance of the pavements. The Contractor is to certify the slip resistance of all
                                                                                                                                                                                  finished and sealed surfaces to the minimum stated classifications in accordance          Planter beds - Install 75mm of consolidated 25mm Hoop Pine mulch to be 25mm
designed for non-potable water tank harvesting as the water service for the                                                                                                                                                                                                 below top of edging. (Keep mulch clear of main stem as much as possible.)
system.                                                                                                                                                                           with AS/NZS 4586.
                                                                                                                                                                                                                                                                            Mulching is to follow planting.
Maintenance                                                                                                                                                                       Cleaning and Sealant of Precast Concrete Deck Panels
Establish and maintain works for a period of twenty-six (26) weeks during which
make good defects after the issue of the Certificate of Practical Completion by                                                                                                   Contractor to contact Specialist Sealant Manufacturing Companies, such as CCS,
the Landscape Architect. Maintain acceptable horticultural practices, as well as                                                                                                  ABA, DAVCO or other manufacturers of equivalent products to determine and
rectifying defects that become apparent in the works under normal use.                                                                                                            specify an appropriate cleaning and sealing system. Sealant to be penetrating
                                                                                                                                                                                  without change to precast colour or slip resistance and suitable for marine
Weekly Maintenance Tasks:                                                                                                                                                         environment, providing protection from salt attack. Sealant shall be applied in
Shall include mowing, edging, weeding, pruning, insect & disease control,                                                                                                         accordance with manufacturers instructions.
debris removal and watering as required to maintain high visual landscape                                                                                                                                                                                                                                                                                              ISSUE CODE          ISSUE DESCRIPTION               BY CHK        DATE
quality.                                                                                                                                                                          Sealing of Exposed Aggregate:                                                                                                                                                         P1     CA      FOR OP WORKS APPROVAL               KH    MS    18.03.2011
                                                                                                                                                                                                                                                                                                                                                                        P2                      NOT ISSUED

Maintenance site visits shall be no less than 2 days per week to monitor and                                                                                                      An acid wash will be required prior to any sealing, making sure that the surface is                                                                                                   P3     CA      FOR OP WORKS APPROVAL               ML MS 31/03/2011

maintain landscape.                                                                                                                                                               clean and free of any wash or residue.
                                                                                                                                                                                  Exposed aggregate concrete shall be sealed with 2 coats of translucent penetrative
The fertilising program will be per Nullarbor Prevention.                                                                                                                         clear UV resistant seal approved by the Superintendent. The sealant shall be
Maintenance shall be performed by a horticulturally qualified person.                                                                                                             applied in accordance with the Manufacturer's Specifications. Sealants shall not
                                                                                                                                                                                  reduce the slip resistance of the finished surface or colour / sheen.


                                                                                                                                                                                  Sealing of Stone Pavement:
                                                                                                                                                                                  Stone pavement and wall finishes to be sealed per Recommendation by Sareen
                                                                                                                                                                                  Stone.


                                                                                                                                                                                  Note that sediment control shall form part of any washing or cleaning processes.

                                                                                                                                                                                                                                                                                                                                                                        PRE - Preliminary | CA - Council Approval | T - Tender | CON - Construction
                                                                                                                                                                                  Aggregate:
                                                                                                                                                                                                                                                                                                                                                                       DRAWING TITLE
                                                                                                                                                                                  The aggregate size should be 10mm - 12mm.
                                                                                                                                                                                  The aggregate colours are to achieve the colour theme as described in the design
                                                                                                                                                                                  drawings. Aggregate proportions and colours shall not be changed (unless                                                                                                             LANDSCAPE NOTES
                                                                                                                                                                                  directed) once the required trial area/s have been accepted. The aggregates must
                                                                                                                                                                                  be chemically suitable for use in concrete. Aggregate content in the mix shall be
                                                                                                                                                                                  maximised and consistent with concrete strength and slump requirements.                                                                                                              DESIGN   : MS
                                                                                                                                                                                                                                                                                                                                                                       DOCUMENT : KH
                                                                                                                                                                                                                                                                                                                                                                       PROJECT : SCV04
                                                                                                                                                                                  Joint Sealant:                                                                                                                                                                       SCALE    :

                                                                                                                                                                                  Joint sealant per Structural Engineer's requirements
                                                                                                                                                                                     Colour to match Concrete colour.
                                                                                                                                                                                                                                                                                                                                                                             SHEET NUMBER                                REVISION
                                                                                                                                                                                                                                                                                                                                                                                      001                                       P3

Section 10

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                                            CH
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                                                                                                                                    ENT 500                                                                                            21




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                                                                                                                                                                                                                                                                                                                                                             RO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3/132 BULCOCK STREET
                                                                                                                                                                           RL                                                                                                                                                          D3                                                                                                                                                FL 21.42 +                                                                                                                                                                                                                                  //             //


                                                       ERY
                     +                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CALOUNDRA, QLD 4551
                                                                                                                                                                                                                                                                                                                                   BE                                                                                                                                                                                                                                                                                                                                               2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        + TS 21.64                              //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            + TF 22.84
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           //                       AUSTRALIA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      //
                                                            LL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    T : (07) 5499 6188
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             //                                                                                     F : (07) 5499 6711
                                                        SCU                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        + TW 22.89
             +                                                                                                                                                                                                                                                                                               3                                                                                                                                                                           + TW 23.22
        22                                                                                                                                                                                                                                                                                        BED




                                                                                                                                                                                                                                                                                                                                                                  5+
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 +




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             //
       .                                                                                                          Y
     23                                                                                                   L'DR                                                                                                                                                                                                                                                                                                                                                                                                          .   22




                                                                                                                                                                                                                                                                                    BE




                                                                                                                                                                                                                                                                                                                                                               4




                                                                                                                                                                                                                                                                                                                                                                                                                                                     +
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     23




                                                                                                                                                                                                                                                                                                                                                            21.
TW                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       +                                                                                                                          All information displayed, transmitted or carried within this drawing




                                                                                                                                                                                                                                                                                 RO
                                   +




                                                                                                                                                                                                                                                                                                                                                                                                                                                  44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           //
                              22                                                                                                                                                                                                                           2                                                                                                                                                                                                                                                 TW                                                                                                                                                   .8                                                                                                                                is protected by Copyright and Intellectual Property laws.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             //
                           .                                                                                                                                                                                                                         BED                                                                                                                                                                                                                                                                                                                                                                                                        22                          + FL 21.70




                                                                                                                                                                                                                                                                                                                                                                                                                                              21.
                                                                                                                                                                                                                                                                                                                                                         FL
                         23                                                DRY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       //
                                                                                                                                                                                                                                                                                                                                                                                                                   +                                                                                                                                                                                                      //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TW                                                                                                                                           The information contained in this document is confidential.
          TW




                                                                                                                                                                                                                                                                                                                                                                                                                                            FL
                                                                                                                                                                                                                                                                                                                                                                                                               2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   +
                                                                                                                                                                                                                                                                                                                                                             FL 21.42 +




                                                                                                                                                                                                                                                                                                                                                                                                                    //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 //
                                                                                                                                                                                    19
                                                                                                                                                                                                                                                                                                                                                                                                            .2                                                                                                                                                                                                                                                                                                                                                                                      Recipients of this document are prohibited from disclosing the




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                5
                                                                                                                                                                                     18
                                                                                                                                                                                                                                                                                                                                                                                                        23
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .6
 JOINS SHEET #01                                                                                                                                                                      17                                                                                                      JOINS SHEET #01                                                                                                                                                                                                                                                                                         //   + TF 22.84                        + FL 21.75                                                                                                                                             information herein to any person without the written consent of




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             21
                                                                                                                                                                                                                                                                                         +
                                                                                                                                                                                       16 UP
                                                                                                                                                                                                                                                                                                                                                                                               TW                                                                                                                                                                                                                                                                                                                                                                                                   PLACE Design Group.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            //
                                                                                                                                                                                        15




                                                                                                                                                                                                                                                                                    45




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  //
                                                                                                                                                                                         14   8
                                                                                                                                                                                                                                                                                                                                                                                                                                                          + FL 21.38




                                                                                                                                                                                                                                                                                 21.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          //
                                                                                                                                                                                               7                                                                                                                                                                                              + TW 23.22                                                                                                                                                                                                                                                                                                                                                                                            Annotated dimensions take precedence over any measures of
                                                                                                                                                                  D2                            6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              //
 JOINS SHEET #02                                                                                                                                                                                                                                                                          JOINS SHEET #02




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    scale. Verify all dimensions on site prior to construction.
                                                                                                                                                            BE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        +
                                                                                                                      3                                                                          5




                                                                                                                                                                                                                                                                             FL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .3
                                                                                                            BED




                                                                                                                                                                                                                                         +
                                                                                                                                                                                                  4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       7
                                                                                                                                                                                                                                                                                            FL 21.42 +                                                                                                                                                                                                                           +




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            21
                                                                                                                                                                                                                                                                                                                                        + TW 23.22




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .3
                                                                                                                                                                                                   3                                                                                                                                                                                                                                                                                                                         0




                                                                                                                                                                                                                                       50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .4                                                                                                                                                                                                                                                                         This drawing may display with permission a combination of




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              21
                                                                                                                                                                                                    2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FL
                                                                                                                                                                                                     1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      23




                                                                                                                                                                                                                                    21.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      21
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    specialist and other consultant(s) input and linework.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            4
                                                                                                                                                                                               P




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             FL
                                                                                                                                                                                             U




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       +




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 TW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  FL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 +
                                                                                                                                                                                                           IR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       +
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       21
                                                                                                                                                                                                                                    FL
                                                                                                                                                                                                       STA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Nominated specialist and consultant information contained within




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             +
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1 2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 TS
                                                                                                                                                                                                          1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   +
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    this document is referenced from their supplied documentation and




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      21




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             21




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  4
                                                                                                                                                                                                                                                                        + TW 23.22




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 +




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    is contained in this document as indicative only and not for




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 FL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            FG
                                                                                                                                                                                                                                                                                                                                                                                                                                                    +




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            21
                                                                                                                                                                                                                                                                                                             +




                                                                                                                                                                                                                                                                        //
                                                                                                                                                                                                                                                                                                                                                                                                                                                9                                                                                                                                                                                                                                                                                                                                                   construction or certification purposes.




                                                                                                                                                                                                                                                    +
                                                                                                                                                                                                                                                                                                         2                                                                                                                                                                                                                                                                                                                                                                                                                                                          3.80




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            +
                                                                                                                                                                                                                                                                                                                                                                                                                                  //
                                                                                                                                                                                                                                                                                                                                                                                                                                              5
                                                                                                                                                                                                                                                                                                      .2                                                                                                                                   2.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 44
                                                                                                                                                                                                                                                    44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        7
                                                                                                                                                                                                                                                                                                  23
                                                                                                                                                                                                                                                                                                                                                                                                                         //
                                                                                                                                                                                                                                                                                                                                                                                                                                        2                                                                                                                                                                                                                                                                                                                TW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .3
                                                                                                             90




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               21
                                                                                                                                                                                                                                                 21.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  21
                                                                                                            .                                                                                                                                                                                                                                                                                                                 TW




                                                                                                                                                                                                                                                                             3
                                                                                                                                                                                                                                                                                             TW
                                                                                                                                                                                                                                                                                                                                                                                                              //
                                                                                                         21




                                                                                                                                                                                                                                                                        .4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PC
                                                                                                                                                                                                                                                                                                  5




                                                                                                                                                                                                                                                                                                                                                                                                                                                              FL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROJECT




                                                                                                                                                                                                                                                                    21




                                                                                                                                                                                                                                                                                                 .4
                                                                                                                                                                                                                                             FL
                                                                                                    TW
                                                                                                                                                                                                                                                                                                                                                                                                   

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