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1.4 Title Survey Plan
Attached to the e-mail Development Application MCU16/0133 & OPW 16/0247.
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Log in to see the plans as drawnSP216079 V1 REGISTERED Recorded Date 12/04/2016 15:25 Page 1 of 5 Not To Scale
l29~12 | 80°4225"| 15-0 8P170295
19-190 | 98%54'10" | 7.957
19-196 | 19991235" | 7.957
20-19 | 9825410" | 25-0
20-206 | 278°5410"| 8.043
20-20a| 189°1235" | 8.043
z
22-224) 98°5410" a0
22-22b | 188°53'55" ao
22-23 | 8°5 355” 250
23-23a| 8°53'55” &O
23-236 | 98°54'10" a0
Area of New Road
(50-230-23b-9-13-19a—19b—17a
17-200—20b -—220—22b — 30-34-50)
6123 m2
Original information compiled from
SP211687 in the Depariment et Natural
Resources and Mines.
Peg placed at all new corners, unless
otherwise stated.
Emt T
SPI70295 "2
SPI70295
1-669 ha
Y 20/036, ‘6
Orig >}
16-583 a a a
4G Opi,
79.
278952 °39¢ 5
/0/
SP241371
OIP
Scale 1:1250 -— Lengths are in Metres.
Luuual 4p Pp
oO 1 L 1__50jmm__| L Ll L100 |mm | 1 L
cP
10°44'25", 4:22
1
Land Title Act 1994; Lond Act 1994 Sheet] of
Form 21 Version 4 SURVEY PLAN 502 1) 4
TRAVERSES ETC 7
UNE | BEARING | DISTANCE
3-4 | 75355" | 143-749 /
4-50 | 3191020" | 13297 85910 HOP 13
9-13 | 18991235" | 26-363 yi0" RPBO2360
12-_ | 80°4225"| 25-0 Weg |
SPIO7541
EmtB
| SP125387
io O 10 20 30 40 50 60 70 BO 90 100 II0 (20 130 140 150 160 170 180 190
L180 jmm State copyright reserved.
tamer edn tvs pion wae surveyed by Mark Anarew
Te ee ee erinc red wre tan Plan of Lots 1, 9°17, BI & 100
performedin cecordance with the Survey and Mapping Emt H in Lot 9, Emt J in Lot 10, Emts L-N in Lots
ceeeeitted Regulations and Standards ond that the said 13-15 respectively, Emt P in Lot 16,
survey was completed on 15/02/2016. Emt @ in Lot 17, Emt R in Lot 100,
Emt S in Lot 1, Emt T in Lot 11 & Emt U in Lot 81
TE uth LocaL Cancelling Lot 81 on SP2II687
7 IAAAA codestrai surveyor | GOVERNMENT: NOOSA SHIRE C7UNCIL LOCALITY: NOOSA VILLE
Scale:
1:1250
Format:
STANDARD
Meridian: MGA Zone 56 vide MERIDIAN TABLE Buvey... No
SP216079
Copyright protects the plan/s being ordered by you. Unauthorised reproduction or amendments are not permitted.
LF 40338_(SP216079)_Goteway Rise.dwg
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Page 2
Lond Title Act 1994; Land Act 1994
Form 21B Version |
NR 460 NT
717184922
12/ea/aikeg 1,08
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
toga So nices
rer cea: ‘ll ood
\. Certificate of Registered Owners or Lessees.
we. Gatewen Aise. Pry bmp Ae
As, Teusre= Unpen. Tusrey
{Names in full)
N.
* 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.
RECTORY
YA f fe gisteres
+ Rule out whichever is inapplicable
i
wners *heasees:
2.Planning Body Approval.
* WNoosa
hereby approves this Ql
% SusTAmAsce PLaninine
Hh
Dated “fdas cette
cee LEIS og
LAuTMotsed OFFICER
+ Insert the name of the Planning Body.
# Insert designation of signatory or delegation
nce with the :
Act 2008
day of APL Zalb
% Insert opplicable approving legislation.
SY FPOAPOS
{Include address, phone number, reference, and Lodger Code)
6 Existing Created
Refit! ce Description New Lots Road | Secondary Interests
50717026 | Lot 81 on SP211687 1, 9-17, B1 & 100 New Rd | Emts H, J, L-N & P—U
BENEFIT EASEMENT ALLOCATIONS
Easement
Lots Fully Benefited
Lots Partially Benefited
707966835
1, 9-17, 81 & 100
EXISTING ADMINISTRATIVE ADVICE ALLOCATIONS
Administrative Advice
Lots to be Encumbered
714189056
9-17, 81 & 100 POR 396
|, 9-17, BI & 100
9. Building Format Plans only.
certify that :
* As for as it is practical to deter
of the building shown on this
onto adjoining lots or rog;
* Part of the building-shown on this plan
encroaches ontgedjoining* lots and road
fe, no part
encroaches
Cadastral Surveyor /Director® “Date
delete words not required
Lots Orig
7. Orig Grant Allocation :
3.Plans with Community Management Statement :
CMS Number :
Nome :
4.References :
Dept File:
Local Govt: 2007/1626
Surveyor : 40338
a. Passed & Endorsed :
By:
Date:
Signed :
Designation :
10. Lodgement Fees :
Survey Deposit
Lodgement
New Titles
Photocopy
Postage
TOTAL
Cone mw
U. Insert
Plan SP216079
Number
LF 40338_(SP216079)_Gateway Rise.dwg
Page 3
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Sheet
3
ADDITIONAL SHEET
Land Title Act 1994; Land Act 1994
Form 21A Version |
PELENAS
310-0 ‘NZ0-0
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320-0 ‘NEO-0
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State copyright reserved.
SP216079
Insert
Plan
Number
L
100 [mm
Page 5
Sheet] of
Land Title Act 1994; Land Act 1994 ADDITIONAL SHEET 4) 4
Form 21A Version 1
REFERENCE MARKS.
Gal 70 ORIGIN | BEARING | DIST
7 | OScrew in kb sp2nes7 | 273930 | 218
2] OScrewin Kb spi70295 |270°48'45"| 8123
3 | OSecrew in kb 'sP/70295 | 300°13'50" | 8:46
4 | | OScrew in Kb sp170295 | 283°27' | 2833
5 | ONai in Cone path | 18220996 | 269°25' | 25-666
7 oP R86 7858 | 29293025" | 0-938
a OP gone RP867858 | 7695715" | 086
a OIP gone spi70294 | 3179501” | 1327
8 | Screw in SMH 239°49 | 4-07
10 op regoioss | 17291045" | 20
10| — ONeilin Chnt regoiosa | 121°04'35" | 9-78
Ww Ip RP9OIO44 at Station
2 orp spi9ea9 | 39292845" | 0-568
2 ONail in Kb spig449 | 62e14'45" | 3-518
2B Screw in Kb 312940 | 7-472
14 | Noitin Blk Woll 42°18" 3 PERMANENT MARKS
ia OP gone 15198728 | 352°3V25" | 26-97 PM. ORIGIN ‘BEARING | DIST _|_NO TPE,
4nd” | 19.
e ow gone Ret | ae ee (9252 2-OPM sp21i6s7 | 22940’ | 24-785 | 158683
, 2 2-0PM (New Conn) | RP883297 |} 294°59'10"| 560-665 | 107104
17 | Screw in Cone path soc" | 12028 6 OPM Spizozes | 21036'55"| 4229 | 14916
6 Screw in Kb 257040" | 6437 8-OPM spi70294 | 157°04'20"| 97-479 | 108352
"9 Pin (aes | O95 8-OPM 'sP/70294 | 176°58°30"| 220-426 | 144532
9 Screw in Kb 3055’ | 546 9-0PM 78220996 | 102°43°30"| 51-925 | 108352
Ol creel ib 25080" | 1.036 11-OPM Regoi044 | 33°42°45"| 7-567 | 108352
i . ~ eae | 46
20) Seren in See | 28 74-0PM spisiso6 | 931610" | 46-904 | 144532
2 Pin 272014 | 115
22| Screw in kb 70°45’ | 1ed44
23 Pin 306°06" | 136
23| Screw inkb 123°0" | 14-472
24 Screw in Kb 193°39 | 5-943 MERIDIAN TABLE
25| — Screwinkb 208-4 | 7-93 LINE PLAN BEARING | MGA ZONE 56 BEARING
26| Screw in Bik Woll at Station aoe ——
oo | Screw in Bik Wort goer | 0976 OPMIO7IO4—OPMIIS3I6 | 80°33°30 80°33'10" vide SCDB
MGA COORDINATES GDA — 94
STATION | EASTING | NORTHING | ZONE| PU | LINEAGE, ‘METHOD | REMARKS.
GPMI07104 | 503 657-353 |7 079 188854| 56 |0009| Botum
opmiis3i6 | 505 196-76 |7079 444-996| 56 |0-009| Datum
oPMi08352 | 504 399-643 | 7.079 132-581 | 56 | 0-021 | Single Stn RIK Cors
opMi58683 | 504 146-451 | 7078.936-09 | 56 | 0-021 | Single Stn RTK Cors
Reinstatement Report
« Plons searched SP211687, SP170295, SP208II0, SPI51406, 15220996, RP867858, SP170294, RPGOIO44, SP119449, 18198728,
RPB67627,
+ The external boundaries of the base parcel, being Lot 81 on SP2II687, had been surveyed relatively recently but not necessarily
related to each other. The western boundary of Lot BI, which includes some of Gateway Drive, was reinstated using original
reference marks located at Stns |, 2, 3, 4, 5and6. 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
along Gateway Drive except for the new retaining walls installed during the construction which was referenced off Stn 2a.
+ The eastern alignment of Lot 81 was reinstated similarly using original reference marks located at Stns 7, 8, 9, [4 and 16.
« Stn 9 was reinstated using the O.Nail in concrete located at the corner and OPMI08352.. Connections were made to the OIP and
B.Nail at Stn IO to confirm the reinstated position of Stn 9. Deed distance was observed between Stns 7—9 as per SP170295 and
5P1O7541, so Stn 8 was reinstated using the Deed distance from Stn 7. Connections were made to OPMs (08352 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
those PSMs in the future. Deed bearing is kept between Stns 5 and 8 as a result with Imm excess recorded. References to the
new block walls constructed within our sub ject parcels have been shown along these reinstated boundaries.
» Stn 13 was reinstated using the Deed road width, as shown on RP9O1044, from Stn 9 of 26.363. The alignment of the southern
side of Venture Drive was confirmed by connections to the OlPs and other reference marks off Stns || and I2. Good angular and
linear agreement was recorded between the northern and southern alignments of Venture Drive.
« The overall distance between Stn 13-16 was observed as 200.214m. This agrees with the combined distances shown on SP208II0
and SP151406. Original connections to the corners of buildings as shown on SP208110 were used to confirm the reinstated
position of Stn 15. OPM|44532 was connected to vide traverse to check the reinstated position of Sin (4, being the Deed
distance of 15.902 from Stn 5, and a Nail was instaited 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.
State copyright reserved.
Insert
Pin = =SP216079
b L 1 50mm l ! [100 |mm Ll 1 L150 Jmm Number
LF 40338_{SP216079)_Gateway Rise. dwg