Appendix C - Road Closure Survey Plans

Page 2

 

 

 

 

 

 

 

 

. s : Sh
kand Tile ck 19985 Land Act l994 WARNING : Folded or Mutilated Plans will not be accepted|°"5"| 3
Plans may be rolled.
Information may not be placed in the outer margins.
4. Lodged by
(Dealing No.)
(Include address, phone number, email, reference, and Lodger Code)
I Existing Created
Rete ce Description New Lots Road | Secondary Interests
50787271 Lot 3 on SP230055 3 —
U.S.L. 3 . —

 

ENCUMBRANCE EASEMENT ALLOCATIONS

 

 

Easement

Lots to be Encumbered

 

 

 

 

601788263 (Emt A on RP87371) 3

REINSTATEMENT REPORT

— Plans searched : RP87371, RP153299, 1S85589, SP173771,
SP194126, SP206447, SP218729, SP221081 & SP230055.

. — Datum established between stations |-7 (Vide SP218729).

— Stations 2—6 fixed between stations | & 7 (Vide SP218729).

— Station 8 fixed at original bearing & distance from station 7
(Vide SP218729). The OIP at station 8 has been re—referenced.
Station 8 confirmed by connections to stations 9 & 10 (Vide SP17377)).

— Stations 14 & I5 fixed at original bearings & distances from station 6
(Vide SP218729).

— Station |6 fixed at original bearing & distance from station 4 &
confirmed by connections to stations I7 & 8 (Vide SP218729).

PHYSICAL FEATURE REPORT

Cooroy Creek was surveyed on plans MCH514 & MCH548. The land around the creek is
generally flat and the bank is generally well defined, densley vegetated and stable.

The natural feature adopted as the boundary, being the top of the bank, satisfies the location criteria.

The location of the bank at stations A and B show good agreement with the original location.
When examining aerial photography and available field notes it was noted some changes in
the banks location between stations A and B. -

There is no evidence of any man—made interference or sudden events. It would appear that the
movement, has been by gradual and imperceptible means over I10 years since the original surveys.

Therefore, the current location of the bank has been determined by field survey under s.108 of

Survey and Mapping Infrastructure Act 2003.

ALLOT | OF SEC 14
3 POR 100
LOT3 ON C56024

 

Lots Orig

 

 

 

 

6. Building Format Plans only.

I certify that :

* As far as it is practical to determifie, no part
of the building shown on this pkih encroaches
onto adjoining lots or roagy

* Part of the buildingfiown on this plan
encroaches ont [joining * lots and road

‘delete words not required

 

 

2. Orig Grant Allocation :

 

3. References : By:
DeptFile: 2020/010629 Date: 3/4/21
Local Govt : Signed : Ud ff,
Surveyor: 21/5373 (3) :

 

 

5. Passed & Endorsed :

Maxwell Leslie Watterson

7. Lodgement Fees :
Survey Deposit $e
Lodgement $e
vss New Titles $
Photocopy

Postage
TOTAL

 

 

bb

Designation : Cadastral Surveyor

 

8. Insert

wm = SP327330

 

 

Page 3

 

MAX WATTERSON & ASSOC. — (07) 5442 6121

 

Land Title Act 1994; Land Act 1994 SURVEY PLAN Sheet] of

Form 21 Version 4 1 2

 

 

 

 

COOR, OY For creek points CK
3 A-B see Table A
RP/53299

 

 

 

     
 
   
     
 
 
 
  
 
  
   

TRAVERSES ETC

 

 

 

 

M LINE | GEARING | DISTANCE
river / 2-3 33612" 2.8/4
RD RPIS3299 3-4 320°2/ 36:74! N
4-5 320°!" 3595
5-6 BHe4/" 50-317
6-7 BHe4y 20-45

 

 

 

 

 

 

Peg placed at all new corners &
original corners where indicated.

 

Original information compiled from
RP1I53299 in the Department of Resources.

TABLE A

CREEK POINTS
BEARING DISTANCE

“al 9420" 3-459 B
Creek Points compiled
from RP153299

 

 

 

 

 

 

REFERENCE MARKS:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SIN TO ORIGIN BEARING DIST \ &
7 OIP 4/RP153299 | 221°20'40" | 0-983 \ e
8 | alP Bent | 8/5P327330 | 201°03" 0605 \ R\s
\ S
\ Se
\ &
\ &
\\
PERMANENT MARKS. \
Pu ORIGIN BEARING DIST NO For physical feature report see sheet 2. \
/-OPM | 3/SP218729 208°35° 34:92 | 138979 ay
rN
=
Bel
First new plan of survey under section 108 of Area of Closed Road noo
the Survey and Mapping Infrastructure Act 2003. (6-10-9-7-6)
348 m?
SH
REINSTATEMENT REPORT =~

— Plans searched: RP87371, RP153299, 1S85589, SP173771,
SP 194126, SP206447, SP218729, SP221081 & SP230055.

— Datum established between stations I—7 (Vide SP218729).
— Stations 2 & 3 fixed between stations | & 4 (Vide SP218729 & SP327330).
— Station 5 fixed between stations 4 & 6 (Vide SP218729 & SP327330).

 

Scale |: 500 — Lengths are in metres.
luutuul ! 1 ! ! 1 1 l ! | ! | l ! J
5 0 5 10 I 20 2 30 35 40 45 50 55 60 65 70

oO I I I l 50|mm_ I l 1 100|mm l l 1___ 150 Jmm State copyright reserved.

 

 

Scale: 1:500
Plan of Lot 2
Format: STANDARD

I, Maxwell Leslie WATTERSON hereby certify that the land

 

comprised in this plan was surveyed by Michael Ralph WATSON,

 

thot the pian i cccurato, thet the sold survey wos perforned in Cancelling Lot 2 on RP/I53299

accordance with the Survey and Mapping Infrastructure Act 2003 .

Sra cite ond that the suid survey was corspleted on 12/3/21. & Part of USL. being Closed Road lll | | | | | | | | |
Mi haa E- LOCAL

bate. apa 24. OE Beaten Seer GOVERNMENT: NOOSA SHIRE COUNCIL LOCALITY: CooRor SP32733 |

Meridian: Vide SP2/8729 Rooms: No

 

 

 

21/5373 (2)

 

 

Page 4

 

Land Title Act 1994; Land Act 1994
Form 21B Version 2

WARNING : Folded or Mutilated Plans will not be accepted. Sheet) of

Plans may be rolled.

 

 

 

Information may not be placed in the outer margins.

 

 

 

 

 

4. Lodged by
(Dealing No.)
(Include address, phone number, email, reference, and Lodger Code)
I Existing Created
Refit? ce Description New Lots Road | Secondary Interests
15572078 Lot 2 on RP153299 2 —
U.S.L. 2 ° —

 

PHYSICAL FEATURE REPORT

In this locality, Cooroy Creek is qd non—tidal boundary watercourse and as such the
definition used in this survey follows the definition contained in s.100 and s.108
of the Survey and Mapping Infrastructure Act 2003.

Original field notes and creek traverse from RP153299 were used for a site inspection.

It was determined, by inspection, that the original survey by RP153299 adopted a “High Bank”
definition. The natural feature, being the high bank, is to the greatest practicable extent
consistent with the original survey from RP153299. This definition satisfies the non—tidal
boundary location criteria. The inspection confirms that the compiled boundary to the
greatest practical extent, is consistent with the boundary at law, taking ambulatory

boundaries into account.

Cooroy Creek is well vegetated in this locality and the creek structure is stable and well
defined. There is a “Low Bank” generally to the north of the “High Bank” that contains the

normal flow of the creek.

The watercourse boundary is compiled from the original plan. Under s.107 of the Survey and
Mapping Infrastructure Act 2003, no new right line boundaries intersect the ambulatory boundary.

POR 100

 

Lots

Orig

 

 

 

 

6. Building Format Plans only.

I certify that :

* As for as it is practical to determifie, no part
of the building shown on this pkin encroaches
onto adjoining lots or roady

* Part of the building-shown on this plan
encroaches ontgd joining * lots and road

‘delete words not required

 

 

2. Orig Grant Allocation :

 

 

3. References :
Dept File: 2020/010627
Local Govt :

Surveyor: 21/5373 (2)

 

5. Passed & Endorsed :

By: Maxwell Leslie Watterson
Date: 9/: 2]

Signed : LL, Lh Aen
Designation : Cadastral Surveyor

7. Lodgement Fees :
Survey Deposit $ oe
Lodgement Boo
veel New Titles $
Photocopy

Postage
TOTAL

 

 

 

8. Insert

mum = SP327331

 

 

Page 5

MAX WATTERSON & ASSOC. — (07) 5442 6121

 

‘12/¢/2\ Uo peyejduios spm Keains pips ey} 3DU} pud spuopUd}S

For physical feature report see sheet 2.

   

  
   
  

5
SP213104
IS85589

puo suo!}D[nBey pezoloossp pu E00Z }Y suoKeAINS puD

€00z 29V sunjonsjso4jul Burddow pup ering 943 yz aoUDpio99D
pup ‘AyI1q1suodse. 7da00D | ¥40M aSOYM JO} ‘azpNpd4b BuyAsauns
PUD| 943 3OU Ayh4eo Aqasey NOSUALLVM e189] [[@MxDW\ ‘T

Ul paused som AaAins pips ay} 7DU} ‘9}0iNd9D sg} UDjd ayy jou}
“‘NOSLVM UdjDy jeDYysIW Aq paXansns som uDjd S14} Ul pestidwoS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

g R | RD
Zlar ooON give
a |28 8 y
e |i z rF -s8Sa AR
S|5 r *
13 v S
% |= SQ r
Uv ~ 3
© |§
S12 oo L Area of Closed Road
N | ~”AS hy (4-16-15-/4—-13-12-1!-10-9-5-4)
e7s y,y NN
s SS SF 573 me
9 LY y
g nh L
s 9
8 ~ 8 Peg placed at all new corners &
Y
> ~ a original corners where indicated.
SO oN
gs 8) Se
> 9 aD “ Original information compiled from
5 So Uv hm | RP/153299 in the Department of Resources.
5 oY 5
3
=a : . S LL First new plan of survey under section 108 of OE
3 x QO the Survey and Mapping Infrastructure Act 2003. BEARING DISTANCE
a q B 7| 46°56'40" 442
: sie | i
LL 39°14'40" .
° REINSTATEMENT REPORT iogese'40" | 17-974
<li — Plans searched : RP8737I, RP153299, IS85589, SP173771, ivonoeuy | Bo
3 a SP194126, SP206447, SP218729, SP221081 & SP230055. 95°44/10" 18-003
0 => a| B — Datum established between stations I—4 (Vide SP218729 & SP327330). Creek Points compiled
W = nm 3 — Station 2 fixed between stations | & 3 (Vide SP218729 & SP327330). from RP153299
: —— ri — Station 7 fixed at original bearing & distance from station 6
N = 5 = g (Vide RP153299 & IS85589).
—— Sis
eS SS Pe S S Scale |: 500 — Lengths are in metres.
— = Lut ! i i i 1 L L | 1 | 1 I L J
bs | B SYS w 58 2 2 30 35 40 45 50 55 60 65 70
zg

 

 

 

 

  
      
  

 

 

 

 

 

TRAVERSES ETC _=

 

 

 

 

BEARING | DISTANCE
320°2'" F595
3°4l 50-317
311941 20°45
SIl°4!" 38-024

   

 

 

 

 

REFERENCE MARKS
SIN TO ORIGIN BEARING | DIST
4 Oip 4/RPI53299 | 221°20°40" | 0-983
6 OIP Bent 8/5P327330 | 201°03 | 0-605
& | OScrewinkb | 3/SP173771 | 202912’ | 8686
| BoltinCone |- (81°39 (5-89

 

 

 

 

 

 

p UO|SJ9A |Z WHO

¥66I }9V PUD] + PEI JV SRL PUDT

NV1d ASAYNS

 

T
yeaus

 

 

3
jo

 

 

21/5373 (1)

Page 6

 

Land Title Act 1994; Land Act 1994

Sheet} of

WARNING : Folded or Mutilated Plans will not be accepted.|"'5 | 9

 

 

 

 

 

 

 

 

PHYSICAL FEATURE REPORT

boundaries into account.

normal flow of the creek.

POR 100

 

 

Lots

 

Orig

In this locality, Cooroy Creek is a non—tidal boundary watercourse and as such the
definition used in this survey follows the definition contained in s.100 and s.108
of the Survey and Mapping Infrastructure Act 2003. .

Original field notes and creek traverse from RP153299 were used for a site inspection.

It was determined, by inspection, that the original survey by RP153299 adopted a “High Bank”
definition. The natural feature, being the high bank, is to the greatest practicable extent
consistent with the original survey from RP153299. This definition satisfies the non—tidal
boundary location criteria. The inspection confirms that the compiled boundary to the
greatest practical extent, is consistent with the boundary at law, taking ambulatory

Cooroy Creek is well vegetated in this locality and the creek structure is stable and well
defined. There is a “Low Bank” generally to the north of the “High Bank” that contains the

"The watercourse boundary is compiled from the original plan. Under s.107 of the Survey and
Mapping Infrastructure Act 2003, no new right line boundaries intersect the ambulatory boundary
and the size and nature of the land make the additional survey of the watercourse boundary
impractical and unnecessary to achieve the dsired outcome.

 

Form 21B Version 2
Plans may be rolled.
Information may not be placed in the outer margins.
4. Lodged by
(Dealing No.)
(Include address, phone number, email, reference, and Lodger Code)
I Existing Created
Refateice Description New Lots Road | Secondary Interests
15572077 Lot | on RP153299 |
U.S.L. i ’ _

 

 

 

s. Building Format.Plans only.

I certify that:

* As far as it is practical to determifie, no part
of the building shown on this pkin encroaches
onto adjoining lots or roagy

* Part of the building-shown on this plan
encroaches ontg4djoining* lots and road

Cadastral Surveyor /Director* “Date
‘delete words not required

 

 

2. Orig Grant Allocation :

 

3. References :

Dept File: 2020/10622
Local Govt :

Surveyor: 21/5373 (1)

 

 

5. Passed & Endorsed :

By: Maxwell Leslie Watterson

Date: B 2/
Signed : U7, LI.

Designation : Cadastral Surveyor

7. Lodgement Fees :

 

 

Survey Deposit :

Lodgement $i

....- New Titles Bocce

Photocopy : ee

Postage Been

TOTAL $ dete eee e eee e eee
8. Insert

nmin =» SP327332

 

 

Page 7

 

MAX WATTERSON & ASSOC. — (07) 5442 6121

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Land Title Act 1994; Land Act 1994 _ SURVEY PLAN Sheet a
Form 21 Version 4 by
GS ;
Be. 2 . %y we s
Wwe ge
4 Rvs wo
a - :
2
"or SD, “BG
h SX
4 2 OS) 57
* Z 2y a os
i) TPS
E188 3 / WW
Q}oak g 7 vy
‘ o8 § 7 a i RZ
9 7 gf a
= SG
g g8 g & 3 / J eee ee:
ae 3 é a 6 Uf oe os
Biss Ss - / y ‘
ayy 8 nS / « \
g 2 N / A)
& Q J
3.33 8 QO. / y
188 3 Y”) /
WS] SN 3 /
S18 && a / \ 4
Gg ‘\ 7 WS 6
& FQ W . 0 , A
w / a Oy
uj / oA C
& mo / 9 9
8 NESS,
8 SS /
RSs /
3 SSG ,
Ss / a Ke
f Vee
& ~ 7 Ks i,
We .
_ y
eS) ei 42
&,
~ / /, wes
A / <a we
oo) / LN iS 4%
Y / J (AWs
/ A we . 0
7 k a 4%
/ Le & S. 3
/ Vv ¢@ % @
fof, 5
7 oO
° “ sf s “ AG 318
SONG 8 e A o x ©
Sy Phe" v oyo* BY a 5
“Om 2h & % & ‘s co E
a” Pte i FB ds
Ke * (S09 So, .7 a o S
8 Seah be Oy 233 2
i =a N we th lo
iw Sal? oles 4 v . +e 2718
min Shh 1 co Y I ©
gee 2818 B90 A fy 9 os o«uft aa)
a ST? og Biba
sp) e Be 28 84.
O. 06 SJ orw 4nu ao 8 =
Yn = 4-905 - =] ¥59 aoc @
4. 2 = o :. Risk ok os o
12,8) AT (7-72) 2 g/g] 88% bE BG 3% 8
(604 A 0-2 be & 6] 8 8 § 42
ogee EE gsseae SSS oy Giza 3 8
Seem) EE (to 2) Ao Blo}. HOD Ss
ae Qe %2y OIS|FF5 ela 2 8
. © Sloss Z| 32 2 >
$ wa QS] Iss aloo 29 duo
© = z|® ~ s|5% 2 &
ia & Hossa e
<| 52 6%
«a glyey BSS & s
Stan zi) cN 55 so
>= Glee 6 2 q
Qe elanan J
= I oi
aw
0 l Ll I L__50}mm_ I I L._!00|mm 4 I L |__150 |mm State copyright reserved.
Scale: 1:300
Plan of EMT B in Lot! on SP327332, [remo STANDARD

I, Maxwell Leslie WATTERSON hereby certify that the land
comprised in this plan was surveyed by Michael Ralph WATSON,
surveying graduate, for whose work I accept responsibility, and
that the plan is accurate, that the said survey was performed in
accordance with the Survey and Mapping Infrastructure Act 2003
and Surveyors Act 2003 and associated Regulations and
Standards and that the said survey was completed on 12/3/21.

Date HAH...

Cadastral Surveyor

EMT C in Lot2 on SP32733/ &
EMT D in Lot 3 on SP327330

LOCAL

GOVERNMENT: NOOSA SHIRE COUNCIL LOCALITY: Cooroy

 

UIT

SP327333

 

 

Survey
Records:

Meridian: Vide SP2/8729 No

 

 

21/5373 (E)

 

 

Page 8

 

Land Title Act 1994; Land Act 1994
Form 2B Version 2

WARNING : Folded or Mutilated Plans will not be accepted."'3'| 3
Plans may be rolled.
Information may not be placed in the outer margins.

 

 

 

 

 

 

 

 

 

Lots

 

Orig

 

 

 

: 4. Lodged by
(Dealing No.)
(Include address, phone number, email, reference, and Lodger Code)
1 Existing Created
Refit! ce Description New Lots Road Secondary Interests
Lot | on SP327332 . Emt B
Lot 2 on SP327331 —- EmtC .
Lot 3 on SP327330 _— Emt D

 

 

s. Building Format Plans only.

I certify that :

* As far as it is practical to determifie, no part
of the building shown on this pkin encroaches
onto adjoining lots or roagy

* Part of the building-shown on this plan
encroaches ontg 2d joining* lots and road

Ca ral Surveyor /! Director* Date
delete words not required

 

 

2. Orig Grant Allocation :

 

3. References :

Dept File:

Local Govt :

Surveyor: 21/5373 (E)

 

5. Passed & Endorsed :

Maxwell Leslie Watterson
Pete:

7. Lodgement Fees :

Survey Deposit $
Lodgement
seston New Titles
Photocopy
Postage
TOTAL

 

 

we PU ee

Designation ; Cadastral Surveyor

 

 

8. Insert

num = SP327333