2009 KHA Original Response to IR · REC14/0015

Page 2

2. Provide a traffic report prepared by a suitably qualified traffic consultant, addressing
the following:

2.1 Justification for having four (4) lots serviced by the access easement contrary to
The Noosa Plan and Planning Scheme Policy —5 requirement that "up to 2 fots"
be serviced by an access easement.

2.2 Justification for why access to Lot 49 is not to be provided from Eumundi Noosa
Road via an access easement over Lot 48.

2.3 Address the potential of adverse impact of the increased number of lots using
easement on the amenity and the noise level affecting properties adjoining the
access easement, taking into consideration the grade and the geometry of the
proposed access driveway.

2.4 A plan to demonstrate a safe maneuvering of delivery vehicles (HRV) within the
access easement without any undue obstruction to the traffic on the easement.

2.5 Show that safe and acceptable sight distances are provided at the rear right-
angle bend of the access easement.

2.6 Demonstrate that adequate and safe access can be maintained when having 8
garbage bins lined up on the frontage of the 8 metres wide easement on
Starboard Avenue.

Response:

A Traffic response addressing items 2.1, 2.2, 2.4 — 2.6 has been prepared by Hayes Traffic Engineering —
refer correspondence included as Attachment 2, This correspondence confirms that the proposal is
acceptable from a traffic engineering perspective. With respect to items 2.3 it is our opinion that the
Proposal will not result in any adverse amenity impacts given the low traffic movements and low speed
environment identified in the traffic response. A noise assessment has not been prepared and is not
considered necessary in this instance.

Drainage and Services

3. Provide drainage design plans showing the proposed stormwater disposal strategy for .... ..

‘the proposed driveway and allotments (including the upstream Lots 1 & 2 as
approved on Dwg 02170-L). The drainage design should inciude Provision of
unobstructed overland secondary flow path/s for storms up and including 1 in 100
years ARI storm events. The plans should also show existing council stormwater
structures/pits to be utilised for the stormwater connection and demonstrate that no
adverse impact caused to other properties or to existing infrastructures by the
Proposal.

Response:

A preliminary stormwater drainage design has been prepared by Tod Consulting - refer plan 090595 P2
included in Attachment 1, Inter altotment drainage will be provided for each lot and connected to a piped
drain along the driveway to the street. This drain will be connected to the future stormwater system in
the extension of Starboard Ave and ultimately to existing pipes in Sailfish Ct. (Refer to DA
2004/240011). Overland flow from lots 1, 2 & 48 ~ 51 will be controlled by the kerb on the driveway
and directed to the street.

4. Submit professionally prepared plans showing the proposed sewer reticulation layout
for the site including pipe sizes and longitudinal section. The plans shall include
sewer reticulation inside and outside the property to connect to the existing Council's
sewer system.

Response:
A preliminary sewer reticulation layout has been prepared by Tod Consulting - refer plan 090595 P4
included in Attachment 1. It is noted that the sewer downstream of MH NV22/03/12 will be diverted as

Page 3

part of the development of the adjacent site (Refer to DA 2004/240011).

5. Submit professionally prepared plans showing the proposed water reticulation layout
for the site.

Response:
A preliminary water reticulation layout has been prepared by Tod Consulting - refer plan 090595 PS
included in Attachment 1.

Amended Layout Plan
6. Provide an amended plan of the development showing:

6.1 Sewer easement over the zone of influence of all existing and proposed sewers
within the subject site and over those parts of the subject site that are impacted
upon by sewers on any adjoining sites. The easements shall generally be
parallel to and centred over the sewer main and be equivalent in width to twice
the depth to invert level of the sewer at the, deepest point within the allotment
(measured from the finished surface) and be no less than 3.0m wide overall. In
this regard a licensed surveyor should accurately iocate all sewer mains and
determine the necessary width of the easement.

6.2 1.5m (minimum width) drainage easement over all inter-allotment
drainage pipelines.

6.3 Service easements over any other council or public utilities as required by the
relevant standards.

Response:

An amended subdivision proposal plan has been prepared by KHA Development Managers — refer plan
070213T/PS1 A included as Attachment 3. This plan shows the proposed sewer and drainage easements

as detailed on the design plans prepared by Tod Consulting - refer plans 090595 P2 - PS included in
Attachment 1, It is noted that the sewer mains shown on the Tod Consulting Plans have been surveyed

by Kimmorley Surveying - refer plan included as Attachment 4. 7 OO

The Information and Referral Stage of IDAS has now concluded and the application is now in the
Decision Stage.
Should you have any questions with respect to the above, please do not hesitate to contact me direct.

Yours faithfully
KHA DEVELOPMENT MANAGERS

  
 

a
Scott Sobey
DIRECTOR

Page 4

ATTACHMENT 1
Engineering Design Plans
Tod Consulting

Page 5

   

LOCALITY PLAN

SITE PLAN

11000 HOR.
o 10 2 30 4 Som

loot 1)

{UNREDUCED AT A1)

i
|
|
|
1
|
|
|
|
|
i
|
|
I:
|
|
|
|
|
|
|
|
|
|
|
|
|

i
>

i
THESE PLANS HAVE BEEN PREPARED TO RESPOND TO THE REQUEST FOR INFORMATION

FORIS.C.R.C. AND ARE NOT TO BE USED FOR CONSTRUCTION.

|
OWG NO

09895-P1
09595-P2
09595-P3
09595-P4
09595-P5

$
TITLE |
COVER SHEET AND SITE PLAN .
ROADWORKS AND STORMWATER DRAINAGE PRELIMINARY LAYOUT PLAN
PRELIMINARY LONGITUDINAG AND CROSS SECTIONS ACCESSES
SEWERAGE RETICULATION PRELIMINARY LAYOUT PLAN
WATER RETICULATION PRELIMINARY LAYOUT PLAN

 

 

 

‘KSSOGATED CONSLATANT,

 

 

 

 

 

 

 

 

BREE
fe. "PROPOSED RESIDENTIAL RECONFIGURATION ‘COVER SHEET AND SITE ] SGavEvOR 20 Mary Seve scene
E==<l| 73.77 EUMUNDI NOOSA ROAD, NOOSAVILLE PLAN | onewenee TODCONSULTING nana on) os4h 9000 Fa (07 S408 34
eee='|| for COURTWARE AUSTRALIA PTY LTD ; ENGINEERS ee wwe
esse || ELECTRICAL ENGINEER, STRUCTURAL CWIL [rte _[ seer ec |
Seas COGAL AUTHORITY: SUNSHINE COAST REGIONAL COUNCIL SURVEY DATUM | — Meso RE ats SHOW
fare SL, PPROVALS Ne zoosreca HORIZONTAL RP 7415s JOD CONSULTING PTY. LTD. = — ——t2
lesmume, || OpWaPPROVA: ‘TBA VERTICAL AND PUDESES — | AB, 20 en 2595 “ho505 |" pt ial]

 

 

 

 

 

 

 

 

 

Page 6

 

 

FLOWS TO EXISTING
STORMWATER SYSTEM
IN SAILFISH COURT,

 

 

 

 

 

 

 

 

 

 

 

 

 

 

AVE

 

KERB AND CHANNEL
TWEE Mt

PROPOSED SEWER MAIN
PROPOSED WATER MAIN

PROPOSED:
‘STORMWATER LINE

STARBOARD

 

INTER-ALLOTMENT
DRAINAGE

 

 

 

   

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

) 8 '

‘ i \ /
[Se | PROPOSED RESIDENT. Ronn y ia"
canoe IAL RECONFIGURATION ROADWORKS AND meee aay sve suse
==" 73-77 EUMUNDI NOOSA ROAD, NOOSAVILLE STORMWATER DRAINAGE 1 auorersuvemcrniro || TODCONSULTING ese seers
ean || for COURTWARE AUSTRALIA PTY LTD PRELIMINARY LAYOUT i ENGINEERS Evi f
Fee . PLAN . : : i. . or cn edconuon.oan
Esse || 7 7 : ELECTRICAL ENGINEER STRUCTURAL ClviL [2 #epcon_|"*seor za |
eatietoot|| Coca, aurionmy:  Sungrint COnsY ECIONAL COUNCK. : " [icin 028] hs sro
leet || Nee owa: NA BORZONTAL RP 71151 . : TOD CONS! =“. pe" AHD
HE. ROVAL: REC 2oos/e SULTING PTY.LTD. § L—— oa =
seu, || opwaemmova: Tea? VERTICAL AHO PMIOESS6 ie 4 ; Aan 9 rn a0 og5as | P2 int Ty

 

 

 

 

Page 7

 

 

 

 

ALG.

 

 

 

 

 

   

 

        

 

      

           

eee

 

 

 

 

 

 

 

 

 

 

 

 

‘
5 {
: J
& i
nua g CROSS SECTIONS 02 .
es z : 300 ’
ame ia z is os a 4 fm ‘
Lend tt
GROSS SECTIONS D1 ! {UNREDUCED ATAT) f
i y
1
i
i
: *
i 3
i
CUT DEPTH
FUL DEPTH FLLOEPTH
DESIGN
SURFACE
soo Hom,
‘EXISTING Oo 5 0 1 2D 2
SURFACE. faut | Poi '
"SOVERT,
0 os Go 1820 250 .
CHAINAGE CHAINAGE halt 11] x
(UNREDUGEDAT AND
LONGITUDINAL SECTIONS D1 1 \
andre ep ASSOC CONSULTANT
(2. || PROPOSED RESIDENTIAL RECONFIGURATION PRELIMINARY SuaveroR TODCONSULTING |, 22seysiz scouts
KIMMORLEY SURVEYING PTY LTD. P.O, Box 61, Noosaville QLD 4555
73-77 EUMUNDI NOOSA ROAD, NOOSAVILLE LONGITUDINAL AND CROSS PH 5446 2402 Phona (07) 5448 9600 Fax (07) 5449 0496
for COURTWARE AUSTRALIA PTY LTD SECTIONS ACCESSES ENGINEERS Oe een
! ooo de Hopeot =
ELECTRICAL a SEPT 2008
2 Ee went STRUCTURAL GM. [rsa mao Se
IT; SUNSHINE COAST REGIONAL COUNCIL ‘SURVEY DATUM ae ~
Oe eee Ree zoomie49 HORIZONTAL | RP 715} TOD CONSULTING PTY.LTD. LE ~ 7 — 2
OPWAPPROVAL: = THA RL 23? jet - ABN, 99,728 805.335 ag595 | P3 rt I

 

 

 

 

 

 

 

 

Fe

Page 8

 

 

 

 

 

 

 

Ww YA
, Swtgreoutreo 1
\y/ 884 DEPTH 207

22
pride
\

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

MANHOLE NUMBE:

 

MANHOLE TYPE

 

JUNCTION LINE

 

 

DROP TYPE

a

 

DEPTH TO HC

 

HOUSE CONNECTIG
INVERT LEVEL

 

HC TYPE

 

HC LOT No

 

 

CH. FROM D/S.MH

 

 

 

 

Sn Pr]

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

E A
i Sa
: rt
Nv2zgario
Pufise pf
oaruMms 3.0
DIAMETER - CLASS 150 SNB PVG —
GRADE 1IN 1150.00 18:30 22st! 17.41
peter 4 PIPE LENGTH 146.985 87.019 111,402] 2.986 |
: JUNCTION
1:500 HORIZ : INVERT LEVEL
O 5 10 15 20 25m t ele
. 3 ‘ DEPTH TO INVERT e ss ae ge 8
({UNREOUCED AT A1) i i l=
i INVERT LEVEL iz gle alg aig 3
: OF SEWER R a8 a8 38 3
DESIGNSURFACE | gh al al ai
LEVEL Ss; 5 3 3] 3
i gs
: DISTANCE 3 8 a) 8 E
: g al 3|
i LINE 1
PROIEET +
Se” || PROPOSED RESIDENTIAL RECONFIGURATION SEWER? : sumer" TODCONSULTING __ 2mysis. Hoste
ee Saori SEWERAGE RETICULATION : KIMMORLEY SURVEYING PTY LTD P.0. Box 61, Noosavile GLO 4556
ea || 73-77 EUMUNDI NOOSA ROAD, NOOSAVILLE PRELIMINARY LAYOUT : PH 5446 2000 Prone 07) S445 S600 Fax 07 544 94
aa i che s@bladconsuing com
ese || for COURTWARE AUSTRALIA PTY LTD PLAN : ENGINEERS te negating oe
ree . - : ELECTRICAL ENGINEER STRUCTURAL CIVIL. {——>.tlopoet ~_SEPr 208
reese ROR UTHO LOT 73, 74 & 81 RP71151 i es Gath RPEC 3075) “nS SHOWN
Ise tye’ AUTHORITY: SUNSHINE COAST REGIONAL COUNCIL : — ‘care
reer MCU APPROVAL! NT a ae rst : TOD CONSULTING PTY.LTD. al + ~~ =
ceases, OPW APPROVAL: FEA ‘VERTICAL a0 PMTOBSES — — : ‘ABN, 39.129 605 396 09595 Ps fa 1
;
i

 

Page 9

 

  

             

 

 

 

 

Ela at
ate Om oy
STREET

aed Cire

 

 

 

 

 

     
   

 

 

 

 

 

  

 

 

 

 

 

 

|

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

WATER SUPPLY. LEGEND
EXISTING WATER SERVICES| 4 j FK 3
TO LOTS 1, 2848 TO BE ene -—  EXISTING WATERMAIN AND HYDRANT
RETAINED. Fae et provosen so09 waren ND HYDRANT
-<-—---- PROPOSED 1502 WATERIAIN
SET eT opm ee enonsnfue comma. ve
=== ‘CONQUIT WATER: SERVICR CLASS: 9 UPVC
uw A = TELSTRWELECTRICAL FOOTPATH CONDUATS
= i _TELSTRIVELECTRICAL ROAD CROSSING CONDUITS
SSS = a iy METERED WATER SERVICE
e
<
3
a 1
a4 .
- ‘
a
1:500 HORIZ
0 § 10 15 20 25m
{UNREDUCED AT At)
Sy ‘ORAWING TILE ‘ASSOCIATED CONSLA TANT
eer || PROPOSED RESIDENTIAL RECONFIGURATION WATER RETICULATION STRMORLEY SURVEYNG PTY {TO TODCONSULTING _ rte Neesttecin ase
se—"'|| 73-77 EUMUNDI NOOSA ROAD, NOOSAVILLE PRELIMINARY LAYOUT PH 5446 2402 ENGINEERS Pane 07) SS 9500 Fan 07) 544 943
"|| for COURTWARE AUSTRALIA PTY LTD PLAN ‘ab: erewtodconsuling com
= ~ [eon Fern
eetioas ELECTRICAL ENGINEER STRUCTURAL CIVIL [Siigeon RPEO S25) "ag snows
fraser || ROP: LOT 73,748 8t RP 7i15t =
hep LOCAL AUTHORITY: SUNSHINE COAST REGIONAL COUNCIL. SURVEY DATUM - wee AND.
S| ORE ane eee i reocgoumeret® Ties Pes Lal
liseusm, || opwarrroval: TBA VERTICAL 0 Or te 09595 mL]

 

 

 

 

 

 

 

 

 

Page 10

ATTACHMENT 2

Traffic Engineering Response
Hayes Traffic Engineering

Page 11

 

Traffic Engineering

A ¢ PO Box 303, Coolum Geach Qld, 4573
P = 0403 889 039
E ¢ [email protected]

26" November 2009

Courtware Australia Pty Ltd

C/- KHA Development Managers
PO Box 6380

Maroochydore BC Qld 4558

Attention: Mr Scott Sobey

Dear Scott,

RE: Traffic Engineering Advice.
ROL — Residential 1 lot into 4 lots
73-77 Eumundi Noosa Road, Noosaville

I refer to your recent correspondence requesting traffic engineering advice for a
proposed development in Noosaville. The required information requested by Council
~ “Has been reviewed, es

The Information Request dated 24" July 2009 from the Sunshine Coast Regional
Council outlined the following items;

Information Requested
2. Provide a traffic report prepared by a suitably qualified traffic consultant,

addressing the following:

¢ Justification for having four (4) lots serviced by the access easement
contrary to The Noosa Plan and Planning Scheme Policy 5
recommending that “up to 2 lots” be serviced by an easement access.

e Justification for why access to Lot 49 is not provided from Eumundi-
Noosa Road via an easement over Lot 48.

¢ Aplan to demonstrate safe maneuvering of delivery vehicles HRV
within the access easement without any undue obstruction to the traffic
on the easement.

¢ Show that safe and acceptable sight distances are provided at the rear
right angle bend of the access easement.

e Demonstrate that adequate and safe access can be maintained when
having 8 garbage bins lined up on the frontage of the 8m wide
easement on Starboard Avenue.

 

Mayes Traffic Engineering ABN 98 615 073 565
9184 Eumundi Noosa R6 COURTWARE RFI Response Page f of 3

Page 12

Response
An assessment of the proposed development has been undertaken with consideration
to Council’s issues, existing site conditions and design guidelines.

A review of access driveway operations and widths for the proposed development has
been undertaken in accordance with the requirements of Australian Standards
AS2890.1 for Off Street Car Parking Facilities. Table 3.2 and Clause 3.2.2
recommend widths for driveways. For residential property it is acceptable to have a
driveway width of 3.0m with passing opportunities every 30m for up to 30
movements during the peak hour. The proposed 4 residential allotments will generate
an estimated 4 movements during the peak hour, and therefore the proposed driveway
design provided by TOD Consulting Engineers is considered suitable for the
development. A passing opportunity has been provided within the easement
increasing the driveway width to 5.0m. Queensland Streets Guidelines - Table 2.6F
recommends carriageway width for passing and requires only 4.5m for a car and
moving car at 10km/h. Therefore the proposed easement is considered suitable to
service the 4 allotments and complies with the requirements for driveway as outlined
in AS2890.1:2004 and also complies with the carriage width as outlined in
Queensland Streets.

Access to Lot 49 is preferred from Starboard Avenue as opposed to Eumundi-Noosa
Road due to safety. Providing access for Lot 49 from a lower order street system of
Starboard Avenue rather than providing an easement over Lot 48 to Eumundi-Noosa
Road, which functions as a distributor road with high volumes of traffic, reduces
potential conflict. It is generally recommended that future development be designed
to minimise conflict points on the external road system by consolidating accesses and

distributing local traffic through lower order access streets to controlled intersections. __

_ The" intersections of Ely Street and Headland Drive provide protection for tuning

movements through auxiliary lanes and tapers, which is considered more suitable
from a traffic safety perspective than providing access direct to Eumundi-Noosa Road
via an easement over Lot 48,

   

Source: Geoniees 1
Aerial Photograph of Proposed Development Site

 

Hayes Traffic Engineering ABN 98 615 073 565
9184 Eumundi Noosa Rd COURTWARE RFI Response . - Page 2 of 3

Page 13

Service vehicle and HRV access for residential allotments is not required to be
provided within an easement. Under the Noosa Plan — Driveways and Carparking
Code there is no specific requirement for detached housing or rear allotments to
provide parking or manoeuvering for HRV’s. The allotments will be serviced from
the local street, namely Starboard Avenue and the designed width allows provision for
service vehicle access for HRV’s and refuse collection vehicles. The occurrence of
HRV’s servicing the site is only occasional (furniture removal or delivery) and the
road width of Starboard Avenue can easily accommodate service vehicles within the
parking lane. The existing road width of Starboard Avenue is 10m with a proposed
northern road link of 7.5m. A HRV can stand within the carriageway without
impeding the traffic flow on Starboard Avenue.

In regard to sight visibility the required minimum sight distance according to Figure
3.2 of AS2890.1:2004 is 35m for a road frontage speed of 40km/h. The vehicle
speeds within the easement are considerably lower than 40km/h and the sight
visibility criteria outlined in AS2890.1 is not appropriate to apply to the application.
It is expected that vehicles speeds are low; drivers are familiar with the access and
expect vehicles to be entering and exiting driveways at this location. The designed
curve radius at Chainage 70.00 maximises the available sight distance to view
approaching traffic. It is recommended that any landscaping in the easement
adjacent to Lot 108 and Lot 4 be kept to a maximum height of 1.05m to ensure
sight visibility is maintained.

Collection of garbage bins will occur within the road reserve during weekly collection
services. The presence of bins is a regular occurrence and drivers are expected to be
alert in this environment. In regard to sight visibility there is adequate pavement
width on Starboard Avenue for vehicles to view approaching traffic without entering

the moving traffic lane. It is also estimated the traffic flows on Starboard Avenue are ~~

low and the access will operate under free flowing conditions as per Austroads Part 2
Table 8.1.

Should you require further information regarding the above please do not hesitate to

contact me.

Yours faithfully

Dianne Hayes
B. Eng (Civil)
RPEQ 7086

Attach (1) - Plan provided by TOD Consulting

 

Hayes Traffic Engineering ABN 98 615 073 565
5184 Eumundi Noosa Rd COURTWARE RFI Response Page 3 of 3

Page 14

sO sercuuy axeo:uo rm

 

=

a,

Bitume?

 

Ee

—_——#,
—hige af

 

 

 

 

 

 

 

 

 

 

 

 

XERB AND CHAKNEL
Reem”

tae PROPOSED SEWER MAIN

l

1

|
LEGENI
LU

 

PROPOSED:
semcrcmeecceca STORMWATER UNE

: CUTER ALLOTMENT
4250 HORSE. i ———————  DRANAGI
024 8 8 Dim
Lo

AUNREDUCED AT AI)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

#5.--- | PROPOSED RESIDENTIAL RECONFIGURATION ROADWORKS ANO i sunaroe NSULTING __2xvore seuree
sen || 73-77 EUMUNDI NOOSA ROAD, NOOSAVILLE STORMWATER DRAINAGE mewn TOBCONSUL Phone 7) S646 9800 Panty Say OC
f=7"|| far COURTWARE AUSTRALIA PTY LTD PRELIMINARY LAYOUT : ENGINEERS nN eenieacaigea
ee : SLECTHCAL ENOWEER STRUCTURAL CIVIL [CMa __["pernzaee |
Pecrrostes || ADP: LOT #3, 74 & 81 RP 71151 ———  cth RE ORT 5 SHOWN
FSPSSat || cu wtenovas ki SME COMT Rerun Counce SE so rss roocesumory.ie Ce

‘Heer, | crema: Seen en ar | ste + mame [*So505 | "b2 ft LT

 

 

 

 

 

 

 

 

 

Page 15

ATTACHMENT 3

Amended Proposal Plan
KHA Development Managers

 

Page 16

 

 

       

72

RPTUSI

4

                   
          

 

     

AS PER APPROVED DWG
KIMMORLEY SURVEYING PL.
O2I70-L

  

AS PER APPROVEDOWGS
KIMMORLEY SURVEYING PL
OzI70-L

RP7TUSI

 

Original Seole 1500

 

 

 

ASPER APPROVEODWG
KIMMORLEY SURVEYINGPL |

AS PER APPROVEDOWG
KIMMORLEY SURVEYING PL
1 0270-4

EASEMENT A FOR ACCESS
& SERVICES INFAVOUR OF

 

 

SPI06085

           

 

5

 

   
 

O2170-L :

 

   

L07s50a5t

HO

SP106085

  

THISIS A PROPOSAL PLAN ONLY

ANDIS SUBJECT To LOCAL

AUTHORITY SUBDIVISION APPROVAL

AND ENGINEERING CONSTRAINTS

AREAS ANDO DISTANCES ARE APPROX ONLY
AND SUBJECT TO FINAL SURVEY,

 

all

khe

DEVELOPMENT
MANAGERS

Sunshine Cost
Pl or 5443 2044 FL op sass rus

Moreton Bay
BL or 5495 538 fT or 5035 s317

North Queensiond
Pllor a2 3086 For arzs 3088

infomkenhicks. comau
Ken Wicks & Associates Pty LId ACN O10
218 823 ABN 74 308 405 61 xesiog o€
HOA Development Managers

   
  

Ser WES SCRE et cl
PSS am orel Sm 2.189

 

CUENT
COURTWARE
{AUSTRALIA] PTY LTD

 

PAQJECT

PROPOSED SUBDIVISION
OF LOT 74 ON RP71151
& PART OF LOTS 73 &
83 ON RP71151

PARISH OF TEWANTIN

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

‘AMENDMENTS DATE
A | come tors as re moses ows] 20009
2 5

c

o

€

SG

DESIGNED SS DATE 200409)
SURVEYED OATE
Onawk = AMR OATE 300108
NOTES

CONTOURS PARTLY OEAINED FROM

XMMORLEY SURVEYING PLAN NOO21TO-L
| PARTLY FROM COUNCE, RECORDS
CONTOUR WTERVAL 05 4

 

RO GUB LOTS 13 ta 4 63 AMEKD A’ a0n08

COMPUTER FILE

 

SORE og [over oF « wees

 

DRAWING No. AMENO

 

 

 

 

 

 

 

 

O702I3T/PSi] A )

Page 17

ATTACHMENT 4

Sewer Survey
Kimmorley Surveying

Page 18

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

OPM 53205

          

KIMMORLEY
SURVEYING PTY LTD

ACN 071 100 948
CONSULTING SURVEYORS

2 Catlen Street. Cootum Beach O

PO Box 63, Coolum Q 4573

Phone: (07) 5446 2402

Fox: (07) 5446 3804

£-Mai: peterGkimmorleysurveying.com

Padestral ~ Engineering — Constructionf
Town Planning ~ Mining — GPS

SHH .NOT FOUND '

SMH?? (squore in tiles, grovel )
GL 1.67

Area filled and titled CLIENT

| 4 | COURTWARE

 

 

1 PROJECT

  
  

SEWER MANHOLE
° SURVEY
(could net ity .
BuNS4
DESCRIPTION

   

EUMUNDI ROAD

 

 

 

 

 

 

 

NOOSAVILLE
HEIGHT DATUM SCALE
DATUM AND 1500,
ORIGIN OPM 53205
SURVEYED
RL 13.595 AHD ‘AFB
_———— eines | RA WN
CONTOUR INTERVAL, PaK
DATE
10-10-2009
FIELD BOOK = FCIVILCAD FILE J AUTOCAD FILE
AFBI 09058

 

 

 

<-pHOCAL AUTHORITY
SUNSHINE COAST REGIONAL COUNCIL

   

 

 

 

 

 

 

 

- : PARISH COUNTY
Scale 1:500 |~ Lengths are in Metres. TEWANTIN MARCH
1 rE 1 L L L 4 r ! L DRAWING
\ ‘' 20 25 30 35 40 #45 SO 55 60 | 70 09058-] j