Appendix 4. Civil Engineering Report [As Published] · 132007.2399

Page 2

- CONTENTS -

1.0 INTRODUCTION oc eececcscsesseseessssnnssccsnesseesseesseasesessessaseaseseessneses
2.0 PROPOSED DEVELOPMENT ......cccsssrscsseseessoverssssesssessessessesseseersees
3.0 EARTHWORKS. .......ccccesscssessrscsscnsecssesseessccsssessssssnseeseenreesnseasesensnesenes
40 STORMWATER DRAINAGE & WATER QUALITY ou... ecseeseeeee
5.0 SEWER RETICULATION.......cccssscsscssorevsssseesseesecessesssessesssesserereeeseees
6.0 WATER RETICULATION.........cccsssssssessscssetsessesrsssesseessersesessssersenee
7.0 TRAFFIC & ACCESS......ccsccssessscstsveconssesccsessssssssessensssscerseeseseseeseneanes
8.0 ELECTRICAL & TELECOMMUNICATIONS SERVICES........cc00
9.0 GEOTECHNICAL... ccsccsecscsssnsrensesceessecnssessssessesecsssencenneseseseseensonee
10.0 EXISTING SERVICES. .......ccsscsssssscsscssseseesesssssesesessesssereeees

10.1 Existing Sewer Rising Main (Drawing C1732/07/J/ P04)...
10.2 Existing Sewer Effluent Main (Drawing C1732/07/J/P04) .
10.3 Existing Gravity Sewer (Drawing C1732/07/J/ P04)...
10.4 Existing Stormwater Drainage (Drawing C1732/07/J/P03)
10.5 Existing Electrical Supply (Drawing C1732/07/J/P06)........

    
  

10.6 Golf Course Irrigation Pipework .....0.ccccsessnsessesseceeesseesnsersuecsnesseeessees

11.0 GOLF COURSE REDESIGN ......ceccsssseessessscetsassssssssseorsecesenseseseesens

12.0 CONCLUSION .......cesseseseersersesensscessnssscsecssesesssssansasrensaeesseassessaveesnes

APPENDICES
APPENDIX A ~ Development Layout ~ JF & P Plan No. M1806
APPENDIX B - Engineering Drawings Plan No, C1732/07/J/PO01 to P07

APPENDIX C - 18! Tee Rearrangement Plan GNP Plan No. G236-18-01

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10 INTRODUCTION

It is proposed to develop a residential subdivision of 27 allotments (referred to as
Precinct J) of the Noosa Springs Development. Precinct J is located within the

golf course and is to be accessed from Links Drive as shown on the detail below.

 

 

 

The development of this property will require the realignment of the existing 18!
Hole of the Golf Course and some of the existing services that currently traverse

the property.

This engineering report addresses the identified engineering issues associated

with Precinct J (“the proposed development”).

 

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2.0

3.0

PROPOSED DEVELOPMENT

A layout of the proposed development is shown on the attached Jones Flint and
Pike Drawing No. M1806 (Appendix A). The proposed site for the proposed
development (“The Site”) has a total area of approximately 3.067 Ha. The

majority of the site is currently utilised as a nursery.

The site has been located so as to minimise the impact on the existing mature
vegetation and will require some clearing on the northern end of the site and also

on the southern end between the existing 10 and 18 Fairways.

EARTHWORKS

The existing site varies in level from a maximum of RL9.0 at the eastern side of
the site to an average level of RL 3.5 on the western boundary of the site. Along
the southern boundary of the site there is a depression adjacent to the south
western corner which drops to approximately RL1.5 and discharges into the

existing golf course waterways.

The development of the site will incorporate filling of the south western corner of
the site. This filling operation will raise the finished levels of the allotments
RL4.0 at the south west corner and gradually grading up. Refer drawing No.
C1732/07/)/P07 for details).

The remainder of the site will require minimal earthworks to provide the cut /
fill operations for the new roadworks profile. It is planned to have a balance of
cut and fill earthworks on the site and no earthworks will be required to be

imported or exported from the site.

 

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4.0

STORMWATER DRAINAGE & WATER QUALITY

All current catchments within the Noosa Springs Golf Course currently
discharge into the existing Noosa Springs lake system prior to discharge into
Lake Weyba. This proposed development has been included in the original
stormwater modelling for the site and is included in the assessment to ensure a

non worsenings case.

It is intended that all catchments upstream of the new development will be
contained with swales external to the site and directed towards the overland
flowpath through the site. The majority of these flows will be collected by pits
and pipework through the site to discharge into Lake B at the western boundary

of the site.

The new stormwater systems to be extended through the site will utilise RC
pipework and standard inlet pits. Roofwater, surface runoff and road drainage
will be connected to the proposed pipe network grated. Proposed roadways will
be constructed with centrally located pits. Swales will also be utilised along the

road corridors to assist with the overall water quality treatment process.

All stormwater drainage collected from within and upstream of the site will be

treated by the use of GPT’s prior to discharge into the existing lake system.

Where possible within the development and upstream, swale drains will be
utilised to provide infiltration of runoff into the underlying sand strata. This will

also assist in the treatment of the first flush from roadways.

 

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5.0

6.0

SEWER RETICULATION

The subject site is included within the catchment area of sewage pump station
NH17 which is located within the Noosa Springs Golf Course adjacent to the tee
of the 8 Hole. All the necessary sewer infrastructure has been completed
downstream of the proposed site. The existing sewer (Line No. 17/4) gravitates
from the existing maintenance sheds, along the eastern side of the 10 Hole and
then crosses the site from the eastern side in a westerly direction to the south

west corner of the site.

It is proposed to relocate this exiting sewer from MH17/4/5, across the 10h
Fairway then along the southern boundary of the development site to connect
again via a new manhole over the existing sewer midway between MH17/4/2
and MH17/4/1, as detailed on drawing No. C1732/07/J/P04. The new sewer
construction will service the allotments along the southern boundary of the
proposed site. A new sewer line will then be extended into the new allotments to
provide the required service connections. The new sewer network will require a
connection to the existing / new sewer with an invert level of 1.50m minimum.
The invert level of the existing sewer at the south west corner of the site is
approximately RI-0.45, this provides approximately 2.0m of additional depth

ensuring that the site can be serviced by the new sewer network.

WATER RETICULATION

The existing water network has provision for a watermain from Links Drive
adjacent to the existing golf course maintenance sheds. This watermain is a
150mm dia. main from Links Drive then splits into a 100mm dia. line to the
maintenance sheds and a 100mm dia. line extending towards the proposed

development.

 

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7.0

It is acceptable for the proposed 27 allotments to be serviced from this 100mm
dia. line. The internal network will provide for the extension of the 100mm dia
line to the end of the development and looped at the end of line in accordance

with standard design practice.

TRAFFIC & ACCESS

The proposed development will gain access from the existing roundabout on
Links Drive. The roundabout currently provides access to the golf course
maintenance shed with provision for extension towards the proposed

development.

It is intended to provide a standard 5.5m wide (kerb to kerb) access road to the
development. This new road will extend to the new development between the
existing 10 Green and 11% Tee. The proposed road will also have provision for
a separate pedestrian / cart path from the proposed Precinct J to the Golf Club
House. The proposed road will also provide a gate system to restrict general

traffic from accessing the development.

Within the proposed development it is planned to have a nominal 3.5m wide
pavement within a 10.0m wide reserve with additional widths of 2.0m or more at

regular intervals to allow for passing movements.

All proposed road layouts will be designed in accordance with the requirements
of Queensland Streets. It is also proposed to have a central garbage collection

point.

 

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8.0

9.0

ELECTRICAL & TELECOMMUNICATIONS SERVICES

With the existing construction of the Noosa Springs development, all service
conduits and cables have been constructed up to the site boundary. Both
electrical and telecommunications cabling has been provided along the full
length of Links Drive. Electrical conduits are also currently installed adjacent to
the road access from the Links Drive roundabout. These services currently
provide power and telecommunications to the maintenance sheds and power

supply to the existing irrigation pumps located to the West of the proposed site.

The new electrical and telecommunications networks will connect to these

existing supplies and then reticulate through the proposed development.

GEOTECHNICAL

Geotechnical investigations have been completed by Golder Associates Pty Ltd.
The recommendations included within this report has identified the possibility of

acid sulphate soils existing within the earthworks area to be disturbed.

As a result it is identified that an Environmental Management Plan (EMP) must
be provided to manage and monitor the construction and operation of the

project.

The report has also provided comments in relation to the proposed earthworks,
preloading requirements, batter slopes, pavement design, drainage and site
management and erosion control. Each of these comments will be taken into

account during the detailed design phase.

 

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10.0 EXISTING SERVICES

The proposed development site in its current location will require the relocation

of some services to allow it to proceed. Each of the required locations is detailed

below and also indicated on the service plans as attached in Appendix B.

10.1

10.2

10.3

Existing Sewer Rising Main (Drawing C1732/07/J/P04)

The existing sewer rising main (200mm dia) which extends from the
existing Sewer Pump Station NH17 traverses the site from the south west

corner across to the eastern side of the development.

This rising main will be relocated around the development site, along the
southern boundary, across the 10 Fairway and then connect back up to

the existing rising main at the eastern corner of the site.

Existing Sewer Effluent Main (Drawing C1732/07/J/P04)

This main currently supplies effluent from the Sewerage Treatment Plant
and ultimately discharges into Lake C. This main currently runs parallel
to the Sewer Rising Main and will also be relocated parallel to the new

rising main.

Existing Gravity Sewer (Drawing C1732/07/J/P04)

The existing gravity sewer extends from the maintenance sheds, along the
edge of the 10 Fairway before crossing the proposed site in a westerly

direction to discharge into the existing Pump Station NH17.

 

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This gravity sewer will be redirected from Manhole NH17/4/5 to cross
the 10 Fairway (parallel to the relocated Rising Main and Effluent Main)
and then continue along the southern boundary of the proposed site to
reconnect to the existing gravity main midway between manholes

NH17/4/2 and NH17/4/1.

10.4 Existing Stormwater Drainage (Drawing C1732/07/J/P03)

The existing stormwater drainage crosses the proposed site in two
locations. At the northern end of the site the drainage collects water
runoff from the 11'h Fairway and Green and then discharges into Lake B at
the western side of the development. This section of drainage will be
taken up across the site and relocated north around the site and extended

again to discharge into Lake B.

The drainage crossing the southern section of the site collects stormwater
from the gully pits within Links Drive and continues west across the site
also picking up drainage from around the 10 Green and 18 Tee to

eventually discharge into the existing waterway south of the site.

This drainage will be taken up totally within the site and redirected to
extend down the proposed road corridor within the site and eventually

discharge into Lake B at the western side of the site.

This relocation will also provide additional treatment of the stormwater

flow by way of the proposed GPT at the discharge point into Lake B.

The Noosa Springs lakes system has been originally designed to ensure
non-worsening impact from the proposed development. This original

design includes the area of proposed development.

 

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10.5 Existing Electrical Supply (Drawing C1732/07/J/P06)

The existing supply conduits run across the proposed site from the eastern
most point to the western side of the site adjacent to the bottom of Lake B.

These conduits provide power supply to the existing irrigation pumps.

This electrical supply will be relocated as part of the electrical design of
the proposed development to be completed by Robin Russell and
Associates. It is assumed at this early stage that the supply will be
realigned along the internal road boundaries and come out adjacent to the

irrigation pumps.

10.6 Low Pressure Gas

The existing development has provision for gas supply for all developed
allotments. This supply comes from existing gas tanks located adjacent to

the existing roundabout on Links Drive.

Internal gas reticulation mains will be provided to connect to the existing
system. This will be provided by a supply main along the access road

from the existing main in Links Drive.

10.7 Golf Course Irrigation Pipework

This existing irrigation pipework for the golf course crosses the site within

the south western corner of the site.

This relocation of this pipework will require redesign to provide a suitable
outcome and continually maintain the irrigation supply network within

the golf course.

 

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11.0

12.0

It is anticipated that these works will be carried out in conjunction with
the redesign of the proposed new 18» Tee and subsequent construction
works which will be required to be completed prior to any development

works within the proposed site.

GOLF COURSE REDESIGN

To enable this development to proceed the existing 18" Tee will be required to be
relocated. Preliminary layout for the location of the revised Tee’s have been

completed and is attached in Appendix C.

It is envisaged that the works required to relocate this Tee and the associated
fairway will be completed prior to any works within the proposed development.
These works will also be completed in conjunction with the required relocation

of the existing services within the site.

The design by GNP Golf Design has also considered the development layout in

relation to the provision of suitable buffers for the proposed allotments.

CONCLUSION

The proposed development of Precinct J into a Community Title Scheme parcel
with 27 residential allotments has been considered in regard to the impacts upon
the site and resultant impact on the surrounding infrastructure. There are no
engineering constraints or impediments that cannot be managed during the
detailed design phase, construction phase and ongoing Body Corporate

Management of the site.

 

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Page 13

Development Layout
JF & P Plan No.
M1806

 

Page 14

 

 

  

 

 

 

 

 

 

 

 

 

 

 

NOTES
NOOSA SPRINGS DRIVE (1) This plan was prepared for the purpose and exclusive use of

STARCO DEVELOPMENTS PTY LTD.
to accompany an application to NOOSA SHIRE COUNCIL
for a Development Permit for Material Change of Use of the land and for
approval to Reconfigure the land described in the plan and is not to be used
for any other purpose or by any other person or corporation.
JONES FLINT & PIKE PTY. LTD. accepts no responsibility for any loss or
damage suffered howsoever arising to any person or corporation who may
use or rely on this plan in contravention to the terms of this clause or
clauses 2, 3 or 4 hereof.
(2) The contours on this plan are from field survey - see JF&P detail plan

J / (M1806-09A) dated 01/10/2007.

SPI77650 (3) The dimensions, areas, size and location of improvements, flood
information (if shown) and number of lots shown on this plan are
approximate only and may vary.

(4) This plan may not be reproduced unless these notes are included.
59.39 ha
PROPERTY DESCRIPTION
PROPOSED LOTS 8 & 9
CANCELLING
LOT 3 ON SP178323
/ PARISH OF WEYBA
ReI46310 COUNTY OF MARCH
TOTAL AREA 62.45 ha
a)
15
‘$P100810
( . . ‘YY 025 50 7510025150175 20020550 Y ~~
JONES FLINT & PIKE (A1) 1:2500 (A3) 1:5000 (—3—) 1 ot 1
. . = Noa a . sheet 1 of 1 sheets
° ‘ THE SCALE SHOWN IS ORIGINAL DRAWING SCALE — (A SIZE) SCAT EZO0 AY See _ 5000 of (45) se__netes NOOSA SPRINGS - NOOSA HEADS Growing aumber
I — JFAP House DDONOT SCALE FROM THIS DRAWNG ~ USE ONLY DMENSIONS PROMOED ~ FIN DOUBT PLEASE ENGURE datum origin (BM): g numbe
Crete, ieee 1 soni [Sam mE STARCO DEVELOPMENTS PTY LTD M1806-10
eleprone (07) HIS BOCUNENT May NOT 8 COPIED OR TRANSMITTED 3
 Lataee [1M tron on a a Meats ips on inte reQUT orignal sue 30.10.07 [Ta filename
ja Serene PROPOSAL PLAN - STAGE 1 Tro

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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Page 15

 

  
   
 
 
  
  
 
 
 
 
  
 
  
 
 
  
  
  
  
  
 
 
 
 
   
   
    
  
  

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NOTES

(1) This plan was prepared for the purpose and exclusive use of

STARCO DEVELOPMENTS PTY LTD

to accompany an application to NOOSA SHIRE COUNCIL
/ for a Development Permit for Material Change of Use of the land and for
approval to Reconfigure the land described in the plan and is not to be used
for any other purpose or by any other person or corporation.
JONES FLINT & PIKE PTY. LTD. accepts no responsibility for any loss or
damage suffered howsoever arising to any person or corporation who may
use or rely on this plan in contravention to the terms of this clause or
clauses 2, 3 or 4 hereof.

SPI77650

(2) The contours on this plan are from field survey - see JF&P detail plan
(M1806-09A) dated 01/10/2007.

(3) The dimensions, areas, size and location of improvements, flood
information (if shown) and number of lots shown on this plan are

approximate only and may vary.

(4) This plan may not be reproduced unless these notes are included.

PROPERTY DESCRIPTION

PROPOSED LOTS 1 - 27, EASEMENT &
COMMON PROPERTY CANCELLING

PART OF LOT 3 ON SP178323

(PROPOSED LOT 9 ON JF& P PLAN M1806-10)
PARISH OF WEYBA
COUNTY OF MARCH
TOTAL AREA 3.06 ha

J
SPITB323

PROPOSED EASEMENT
0.519 ha

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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Page 16

Engineering Drawings
Plan No.
C1732/07/J/P01 to PO7

 

Page 17

  
  
    
     
 

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(sob No.: 01732 DRAWING SCHEDULE === S
(ows -) COESCRIPTION i fv
(61732/07/0P01 Development Layout Plan and Drawing Schedule N ,
€1732/07/4/P02 Aerial Photograph 8
C1732/07/N/P03 Stormwater Infrastructure Plan ~es
C1732/07/1P04 ‘Sewer Infrastructure Plan s 5
C1732/07/J/P05 Water Infrastructure Plan Sh:
C1732/07/P06 Miscellaneous Services Plan _ o
C1732/07/5/P07 Preliminary Earthworks Plan ¥

 

TOTAL PLANS in SET = 7

  

     
 
 
   

  

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Page 19

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My TO BE TAKEN UP & REMOVED FROM SITE
LAKE C
\ TWL 0.50 ccmeevmeenmnn EXISTING SEWER EFFLUENT MAIN
R - TO BE TAKEN UP & REMOVED FROM SITE
, ————-e—_ PROPOSED 150 SEWER RETICULATION
0 10 20 30 40 50m RM200—- _ PROPOSED 2008 SEWER RISING MAIN
———————————— | SS PROPOSED SEWER EFFLUENT MAIN
‘SCALE 1:500 A1
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Desig: . ‘TATE PROFESSIONAL ENGINEERS PTY LTD] PROJECT: Beate ane RASTRUCTURE PLAN
PRELIMINARY J __ date: ocr'2007 Ieee eet arcas tblicisha NOOSA SPRINGS - PRECINCT J
NOT FOR CONSTRUCTION \
PO Box 1092, Mooloolaba, QLD, 4557 - Revision heat
Checked: ia 7) 5457 S00 ba 7) 5477 6100] at NOOSA HEADS, SUNSHINE COAST DRAWING No: 0.4739/07/J/P04 | A sof 7
Tene eeeeeee ‘mail: [email protected] © This plan ts Copyright. hi s e cond
A _| sa1ser | averouenrs roe eousoaRy anucent To RO.KORSOUT | we ey acneR Nese Co PROFESSIONAL ENGINEERS web: http:www.tate.net.au for STARCO DEVELOPMENTS PTY LTD ne ‘
REV | DATE DESCRIPTION By | CHKO RPEQ- ‘AM SHEET SIZE FILENAME 173207.5PO4DNG-DATE 19/1107. 4 00pm - XREF's X-1732.8ASE Council Ref:

 

 

 

 

 

 

 

 

 

 

 

 

Page 21

 

    
   

 

NEW 1002 WATERMAIN TO CONNECT
TO END OF EXISTING MAIN.

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 
    

y yf
LAKE B
TWL 0.50
gw
%, f
oi x
i
\ LEGEND:
\ —— —wio00— — — EXISTING 100@ WATER RETICULATION
LAKE C
x TWL 0.50 — — —wis0— — — EXISTING 150@ WATER RETICULATION
\, \ PROPOSED 100@ WATER RETICULATION
\ PROPOSED FIRE HYDRANT
y 10 a Md a sim PROPOSED SLUICE VALVE
SCALE 1:500 At
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION’ AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Desig: 7 ‘TATE PROFESSIONAL ENGINEERS PTY LTD J PROvECT: DRAWING TITLE:
rawn: AL ABN, 08 066 362 G35 WATER INFRASTRUCTURE PLAN
PRELIMINARY | bate: corn ABN 25096282035 | NOOSA SPRINGS - PRECINCT J
NOTFOR CONSTRUCTION PO Box 1092, Mooloolaba QLD, 4557 Revision Sheet
checkeu: Tel (07) 5457 5300 Fax (07) 5477 6100}, at NOOSA HEADS, SUNSHINE COAST DRAWING No: ©4739/07/J/PO5 | A 5 of 7
Moprqineauea Email: [email protected] oth for the
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REV | DATE DESCRIPTION sy | CHKO RPEQ- ‘At SHEET SIZE FILENAME 1732.07-J:P05 dug DATE 19/1007 4 08pm - XREF'S X-1732-BASE Council Ref:

 

 

Page 22

 

 

LAKE B
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LAKE C a
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7 Hi 77 EXISTING SERVICES TO BE RELOCATED.
0 10 20 30 40 50m sae ALL WORKS TO BE DESIGNED & RELOCATED
< : . IN CONJUNCTION WITH GOLF COURSE DESIGN.
SCALE 1:500 At B =
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION’ AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. | Design: - PROJECT: DRAWING TITLE:
Drawn: AL AE ROU ENSNEENS ETVLTD MISCELLANEOUS SERVICES PLAN
PRELIMINARY | oat: cor-ow ABN. 25086282035 | | NOOSA SPRINGS - PRECINCT J
NOT FOR CONSTRUCTION PO Box 1092, Mooloolaba, QLD, 4557 .
Chackaa: Tel (07) 5457 5300 Fax (07) 5477 6100} at NOOSA HEADS, SUNSHINE COAST DRAWING No: ©4739/07/J/PO6
eee eee wees Email: [email protected] © This plen ts Copyright. Other than for the puryos
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Rev | DATE DESCRIPTION py | CHKO RPEQ- ‘M1 SHEET SIZE FILENAME. 173207-5PO6 dug-DATE 1911/07. 4 opm ~ XREP's X4732IBASE { Couneil Ref:

 
 
 

 

 

  

 

 

Page 23

    

 
 

 

    
    

 

  
       

 

 

 

 

  
    

 

   

 

 

 

 

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' 2
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LAKE C
\ TWL 0.50 +FSL6.0 PROPOSED FINISHED SURFACE LEVEL
\
\ +PL5.5 PROPOSED PAVEMENT LEVEL
0 10 20 30 40 50m
Left | PROPOSED EARTHWORKS BATTER
SCALE 1:500 At
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION’ AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. # Design: - PROJECT: DRAWING TITLE:
Drain: AL ee NOOSA SPRINGS - PRECINCT J PRELIMINARY EARTHWORKS PLAN
PRELIMINARY Date: ocr’ 2007 39-45 First Avenue, Mooloolaba .
retest £9 Br et Modeodes 2.0871 at NOOSA HEADS, SUNSHINE COAST cramer cr7gpo7uipor | A” | rary
el ‘ax I} 1 : 1 of
Checked: ...., Email: [email protected] © This plan vs Copyright. Other than for the purposes of and subject fo the conditions preseribed under the
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a Tae Sa aw) aie PEO Te [ Counc Re Rc epee Tee Pana ae A neta ey ee

 

 

 

 

 

 

 

 

 

 

 

Page 24

18" Tee
Rearrangement Plan
GNP Plan No.
G236-18-01

 

Page 25

 

 

wee : Create cart turn around / Ve
on existing cart path

    
  

  
   
 
  

~ 4

\ \ . 4 on \ \ - \S \ L 4

= eg XB AAT A NOOSA SPRINGS
: i Existing ty : ? NN \ NO \ . \ \e — \

: J hole o} = st : \ \ $

GOLF COURSE

/

 

 
 
 

 
 
 
 

    
     

    
 

  
 

New screen planting QA PYQN } oN ,\y \ Os PROPOSED 18th TEE
7 y VN \ \ \ * \ \ / SUH \
; . a Proposed rock revetment WANG smn ) { f | REARRANGEMENT
Join new path to exioting i to support tees (| J YY f | Sess PAR 5 - 470m (approx)
+7) rz SC Ketain pockets of existing vegetation,
golter foot bridge <\. S\. selectively clear Inappropriate species and (

enhance with selected trees and groundcover

Se, ON

\ Proposed tree planting

\f NQYH |
ee

MOWEL ACCEGG

  
   

A New moundlng and planting to protect
\S, proposed residential development

SA

\
Keshaping of tairway
subject to detailed design

         
  
   
    
  

    
 

Indicative hollow

| \
Ca Indicative mounds
Proposed rock waterfalls \

into exiating creek/

  
 
  

New traps with high mounds behind
to enhance visibility of and trom teee

\

il

apostd dry native GYAG6C8. : A
. | “~. eee ee

Proposed in fll tree planting

 

       
   
  
 
 

    
 
  

  
 
 

Kelocate ladies tee, Se Join new path to exieting
“\. \ Limit of detailed topo survey

 

   
 

, » required prior to detalled design,
bel Ege of close mown fairway,

 
 
   

   
 

 

   

  

we prepared by:
Froposed in fill tree planting G N pb
ye GOLF DESIGN
es Be / \ iad gnaiponegcitcomaly
\ \ date: drawing no:

\ October '07 G236:18:01