Appendix C - Road Closure Survey Plans

MAX WATTERSON & ASSOC. — (07) 5442 6121

 

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IS85589

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5 So Uv hm | RP/153299 in the Department of Resources.
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=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
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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.
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bs | B SYS w 58 2 2 30 35 40 45 50 55 60 65 70
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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

 

 

 

 

 

 

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