2.0 Title Search

Page 2

 

 

Land Title Act 1994 ; Land Act 1994
Form 21 Version 4

TRAVERSES ETC

SURVEY PLAN

 
 
 

 

UNE | BEARING | DISTANCE

 

3-4 8°5 355” 143-749
4-5a | 3191020" 13-297
9-13 | 189°1235" 26-363
12-I_ \ 80°4225" 250

l2a~12 | 80°42°25" 150
19-190 | 98°54°10" 7.957
19-19b | 189°2°35” 7.957
20-19 | 98°54°10" 250
20-20b | 278°54'10" 8.043
20-209 | 189°12'35" 6.043
22-22a| 98°54'10" BO
22-22b | 188°5 7°55” 60
22-23 | 8°53'55” 250
23-23a| 8°53'55” 80
23-236 | 98°5S4'10" 60

iz

 

 

 

Area _ of New Road

(50-230-23b-9-13—-19a—19b—!7a
/7-200-20b-220-22b—3a-3—4—5a)

6123 m2

Emt T
SPI70295° "2

|, Andrew John CAMPBELL hereby certify that the fond
comprised in this plan was surveyed by Mark Andrew
WITTHOLZ, surveyor, for whose work I accept responsibility
and that the plan is accurote, that the said survey wos
performed in accordance with the Survey and Mapping
Infrastructure Act 2003 and Surveyors Act 2003 and
associated Regulations and Standards and thot the said
survey was completed on 15/02/2016.

Date . IB:Ar2Ore. .

8°S3'1
La

 

SPI5/406

O.Cor Bldg
10°44°25", 4-22
oP

  
 

 
 
 
   
 

278°5 2°55 Org

/0/
SP241371

Scale 1:1250 — Lengths are in Metres.
Lud L L 1 L ff i 1 1 L L L 1 1 L 1

1

Sheet] of

 

 

 

 
  
    
    
  
 
  
 
  
  
 
  
 
  
 
  
 
 
 
  
 
    
    
   

SPIO7541

EmtA
‘SPI25387
s
&
x
S
¥
S
&

 

10 0 10 20 30 40 50 60 70 80 90 100 I10 120 130 140 150 160 170 180 190

jo L L oe) L 1 1 100|mm _ 1 L

[__150|mm___ State copyright reserved.

 

Plan of Lots 1, 9-17, 61 & 100

Emt H in Lot 9, Emt J in Lot 10, Emts L-N in Lots
13-15 respectively, Emt P in Lot 16,
Emt @ in Lot 17, Emt R in Lot 100,

Emt S in Lot 1, Emt T in Lot 11 & Emt U in Lot 81

LOCAL Cancelling Lot 81 on SP211687
GOVERNMENT: VOOSA SHIRE C°UNCIL LOCALITY: NOOSA VILLE

sees 31250

 

Format: STANDARD

 

 

 

Meridian: MGA Zone 56 vide MERIDIAN TABLE Survey No

SP216079

 

 

 

LF 40338(SP216079)_ Gateway Rise.dwg

Page 3

 

Land Title Act 1994; Land Act 1994
Form 218 Version t

717184922

$1681.00
NR 400 NT 12/04/2016 15:25

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

 

s. Lodged by
cael once

Fee Coal wen’

SY FOLATE

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

 

\. Certificate of Registered Owners or Lessees.
we .Gatewen Rise Pry hep Pen IT 499 S¥6
As Teusres, Unese. Tusraumenn. T//6I2 682,

  

 

(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 Land Title Act 1994.

  

Signature/of *Registered Owners %eessees: ——

2 Rule out whichever is inapplicable

6. Existing Created

 

Title

Reference Road

Description New Lots Secondary Interests

 

 

2.Planning Body Approval.
* Noosa Cooncic _

hereby approves this | plan i in accordance with the:

% SostaAinasre Panning Act 2009

 

th. doy of APRIL Zale...

Dated this .
1
MAGE Lewis ft
Asmouseo OFFcee

+ Insert the name of the Planning Body. % Insert applicable approving legislation.

# Insert designation of signatory or delegation

50717026 | Lot 81 on SP211687 1, 9-17, 81 & 100 New Rd | EmtsH, J, L—-N & P-U

 

 

 

 

BENEFIT EASEMENT ALLOCATIONS
Lots Fully Benefited Lots Partially Benefited

9-17, 81 & 100

 

Easement
707966835

 

 

 

 

 

EXISTING ADMINISTRATIVE ADVICE ALLOCATIONS —
Administrative Advice Lots to be Encumbered
714189056

1, 9-17, 81 & 100

 

 

 

 

 

 

3. Building Format Plans only.

I certify that :

* As far as it is practical to deters
of the building shown on this
onto adjoining lots or roggs

* Part of the building-sfown on this plan
encroaches ontga@joining * lots and road

fe, no part
‘encroaches

Cagestrai Surveyor /Director* “Date

Gelete words not required

 

10. Lodgement Fees :

9-17, 81 & 100 POR 396

Survey Deposit $oo.

 

 

Lots Orig

o

Lodgement

 

7. OrigGrant Allocation: = Jv! New Titles

 

 

 

3.Plans with Community Management Statement: | «.References :

CMS Number : Dept File :
Local Govt: 2007/1626
Nome: ‘Surveyor ; 40338

 

 

Photocopy
a. Passed & Endorsed :

By:
Date:

Postage
TOTAL

Oeae

 

 

Signed :

Mh tnsert
Designation :

lan
Number

SP216079

 

 

 

LF 40338_(SP216079)_Gateway Rise.dwa

Page 4

 

of

 

 

 

214

Sheet

 

 

 

 

 

 

 

 

ADDITIONAL SHEET

Lond Title Act 1994; Lond Act 1994

Form 21A Version |

 

            
             

 

  

 

             

     

oc s9 09 gS 0S Gy oF sc oc Gz of SI OF GS O 3
ae | T T T T T T T T T T T T T 1 3
LD | ‘sarjoW Ul ere syySUeT — QOG:T eTeOS 8] @
| al-0 W#0-0 | al 5
A jaa | Wom 20g 409 3S "3
WN | Fie UW HON'O FSvig ELGRS we a S
3° (966i) 2| &
3] a
o| Wm
wit ae
2UOOET  yxd”
of
aWOh9G@l2 6 v ] i
bP oce’ g |
SW LAG
198L01dS i
f
Pl ! &)
600 | = £
WOM NG 8204 ! Sy 4
i my &
Nel Bz 2w ogrl i NJ 4
SS p % 10M 9 200mS e 2ugog !
Ne NEIO opgy ¢€ | } x
gh HEM 1g 8204 (59. iB a! 7
/ a
@ 30-0 ‘wel off L2 Se i
& 2u6gr HOM 8409 MS II NE I 4
Ie Se OWOTMIN
!
| 4
3
MOM, ME} 820-4 i 7
_—_ 2u09 ut i 4
|
i 4
j |
8£0-0 3€1-0 7
JOM m8 09. 2N Hh wom 109 3N | masoso
Pawoey HON'O spinon
, 4
ogezogde! 8 E
/ 5 N °

 

 

 

Page 5

 

 

Sheet

of
3,4

 

 

ADDITIONAL SHEET

 

Lond Title Act 1994; Land Act 1994

Form 21A Version i

os

Th

P6LEWAS

ol

               

310-0 ‘NZ0-0
HOM MG 40ODMS-
4W'O ON

Prt

ose

320-0 ‘nE0-0
HEM 1G 40D MN

o4 s9 o9 SS OS Sr Or SE Of

f T T T T T T T T
‘seqjzeW Ul ere sqy9ua’

snfeanig REepAD

PGS PUA 911 Ig UO

raaswyD Mindy Gm Ag OpEU GueUpUeNY

se o2 SGI ol g QO

T T T T

~ 00S:T eTe9S

State copyright reserved. |*

SP216079

 

 

 

    

2H gg
H LWa3

(212~o92)
Rlrseace

9 461 ay 3
yet “gt oo2

OB.

&
Se

$
g

neo-0f
HOM 1G 890:

&
2

 

OTE

65-89),

   

(902045886

TUNIN

  

                

        
    

d/

320-0 ‘si0-0
HOM UG CDMS

          

100 Jrom

L

S0|mm__

i

 

 

Page 6

 

Form 21A Version |

Land Title Act 1994; Land Act 1994 ADDITIONAL SHEET

 

 

 

 

 

Sheet} of

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

MGA COORDINATES GDA — 94

STATION EASTING NORTHING | ZONE| PU LINEAGE METHOD _\ REMARKS
OPMIO7104 | 503 657-353 |7079 188-854) 56 |0-009| Datum
OPMIIS316 | 505 196-76 |7079 444-996| 56 |0-:009| Datum

OPMIOB352 | 504 399-643 | 7079 132-581| 56 | 0-021 | Single Stn RIK Cors
OPMI58683 | 504 146-451 | 707893609 | 56 | 0:02! | Single Stn RTK Cors

 

 

 

 

 

 

 

 

 

 

 

 

REFERENCE MARKS:
[sim] 70 ‘ORIGIN | BEARING _| DIST
7 | OSerewinkb sp2687 | 273°30' | 218
2] OSerewinkb spiza295 |270°48'45"| 8-123
3 | OScrewinkd $P170295 | '300°13'50" | 8-46
4|  OScrewinkd spi70295 | 283%27' | 2833
5 | ONailinConcpath | 15220996 | 269°25 | 25666
7 OIP Rp867858 | 29223025" | 0-938
a OIP gone RP867858 | 76°5715" | 086
8 OIP gone spi70294 | 31750115" | 1327
8 | Screw in SMH 239749" | #07
10 oP rpgoi0ss | 17291045" | 20
10 | ONoi in Chal Rpgoi0s | 121°04°35" | 9-78
i oP RP90I044 ot Station
2 orp sp119449 | 35292645" | 0568
2| — ONoilinkb spiigesg | 6291445" | 3-518
13| — Screwinkb 312040 | 7-472
14) Naif in tk Wall 42°18" 3 PERMANENT MARKS
ey GIP gone 1s198728 | 352°3125" | 26-97 Pid ORIGIN | BEARING | DIST | NO TPE
caoren* | 10.
o eigene ROS |e ee a 2-0PM ‘sp21687 | 229°40' | 24-785 | 158683
3 2-0PM (New Conn) | RP88297 | 294°59'10"| 560-665 | 107104
I?’ Serew ia Cone path sure | bee 6-OPM '5P170295 | 211°36'55"| 4229 | 149161
id a ie nee |e 8-OPM spi70294 | 157°0420"| 97-479 | 108352
a a Woe" | 085 8-OPM 'sP/70294 | 176°58'30"| 220-426 | 144532
& Seramerne: see” | ae. 9-OPM 15220996 | 102°43'30"| 51-925 | 108352
Bo ccahthony Bor | eS -OPM Regoioes | 33°42"45"| 7-567 | 108352
" 16710" a
oe) eee wee, | gag 14-0PM 5P15/406 | 93°60" | 46-904 | 144532
22 Pin 272914 | M5
22| Screw inkb 70°45’ | 12544 =
23 Pin 305°06' | 1:36
23| — Screwinkb 123°0" | 14-472
24 Screw in Kb 193°39 | 5-943 MERIDIAN TABLE
25| — Screwinkb 205%" | 7-93 TNE PLAN BEARING | NGA ZONE 56 BEARING
26| Screw in Bik Woll ‘at Stotion = a BA
S| scee hen Wat aor | 0975 GPUIO7I04—OPMIIS316 | 80°33°30 80°33'10" vide SCOB

 

Reinstatement Report

* Plons searched SP211687, SP170295, SP208II0, SP151406, IS220996, RP867858, SPI170294, RP901044, SP119449, IS!98728,
RP867627.

The external boundaries of the base parcel, being Lot 81 on SP21I687, had been surveyed relatively recently but not necessarily
related to each other. The western boundary of Lot 81, which includes some of Gateway Drive, wos reinstated using original

‘along Gateway Drive except for the new retaining walls installed during the construction which was referenced off Stn 2a.

°

The eastern alignment of Lot 8! was reinstated similarly using original reference marks located at Stns 7, 8, 9, 14 and 16.

SP107541, so Stn 8 was reinstated using the Deed distance from Stn 7. Connections were made to OPMs 108352 and 144532
from Stn 8 vide traverse. A Screw was installed in the Sewer M/H close to Stn 8 to help remove the need for connections to

new block walls constructed within our subject parcels have been shown along these reinstated boundaries.

Stn 13 was reinstated using the Deed road width, as shown on RP901044, from Stn 9 of 26.363. The alignment of the southern

linear agreement was recorded between the northern and southern alignments of Venture Drive.

and SP151406. Original connections to the corners of buildings as shown on SP208110 were used to confirm the reinstated
position of Stn 15. OPM144532 was connected to vide traverse to check the reinstated position of Stn 14, being the Deed
distance of 15.902 from Stn 15, and a Nail was installed in the block wall for future use due to the difficulty of getting a
reasonably direct line of measurement from Stn 14 to OPMI44532.

No encroachments from improvements on our subject land or adjoining parcels was noted.

 

reference marks located at Stns I, 2, 3, 4,5 and 6. Good agreement in both bearing and distance between the original reference
marks was observed so the original base parcel corners, at Stns |, 3, 4 and 5, were reinstated accordingly. No occupation exists

Stn 9 was reinstated using the O.Nail in concrete located at the corner and OPMI08352. Connections were made to the OIP and
O.Nail at Stn 10 to confirm the reinstated position of Stn 9. Deed distance was observed between Stns 7—9 as per SPI70295 and

those PSMs in the future . Deed bearing is kept between Stns 5 and 8 asc result with 1mm excess recorded. References to the

side of Venture Drive was confirmed by connections to the OlPs and other reference marks off Stns I! and 12. Good angular and

The overall distance between Stn 13-16 was observed as 200.214m. This agrees with the combined distances shown on SP208I10

 

 

State copyright reserved.

 

 

j___ 50mm __ L L 100 fmm L 1 1_ 150 |ram

Insert

tee SP216079
ui

imber