2.0 Title Search

 

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

 

 

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