Rfi - C6535-25-FULL Set 2025-06-18

ROAI RIVEWAY CONTROL LINE SETOUT TABLE
PT [| CHAINAGE | EASTING | NORTHING | BEARING |RAD/SPIRAL| TANGENT |DEF ANGLE |ARC LEN

 

   
   
  
    
    
 
 
 
 
 
 
  

wi

  

IVEWAY CONTROL LINE SETOUT TABLE

 

 

 

 

 

 

 

 

 

 

 

 

 

1p 0.000| 492710. 137| 7080465. 358) 163440" 46" PT_| CHAINAGE | EASTING | NORTHING | BEARING [RAD/SPIRAL] TANGENT |DEF ANGLE |ARC LEN PROPOSED 40
. ” m
re 17-513) 492715. 056) 7080448. 551) 163d40°46 1P1 0.000] 492760.829| 7080081.443| 129039’ 08" WIDE CONCRETE
1P2 21.645] 492716.220| 7080444583 100.000 4.135 | sanuro7” | 8.265 ob"
ct 25.777] 492717.705| 7080440.724| 158056°39" TC 3.414) 492763.458] 7080079. 264/ 129d39'08 DRIVEWAY REFER
: : 1P2 6.788| 492766.126| 7080077. 052 12.000 | 3.466) 3213°13" | 6.748 R13 FOR SETOUT
Zw TC 116.157) 492750. 177| 7080356 .379) 158d56'39” cT 10.162] 492769.563| 7080076.604| 97425'S4"
1P3 122.688] 492752.526| 7080350.276 100.000 6.540 | 7429°01" | 13.061 : : : COORDINATES:
1P3 44.416) 492803.529| 7080072.173| 97d25'54"
CT 129.219] 492754. 061] 7080343.918) 166d25'40"
TC 196.634) 492769. 882| 7080278. 386) 166d25'40"
1P6 207.630| 492772, 491| 7080267.575 60.000 | 11.121 | 21d00°05" | 21.993
CT 218.626) 492771. 053] 7080256 .548| 187d25'45" NN —
Te 366.975| 492751.871| 7080109. 444) 187025°45" . —
IPS 371.803) 492751. 244] 7080104. 634) 40.000 4.851 | 13d49°46" 9.655 — —
cT 376.630) 492751.785| 7080099.813) 173d35'59”" NN LOT 8
1P6 388.694| 492753. 130| 7080087. 824) 173435°59" NN ~~

 

 

 

 

 

 

 

 

 

 

 

LOTS

 
     
  

 

_ ENVIRONMENTAL~
~~ COVENANT)

  
 

PAVEMENT TRANSITION
FROM ONE WAY CROSSFALL
TO TWO WAY CROSSFALL
FROM CHAINAGE 325 TO 340.

   

 
 
     

es
PROPOSED 4.0m WIDE
CONCRETE DRIVEWAY

REFER R11 FOR SETOUT
COORDINATES.

    
 
   
 

PROPOSED GROUTED
ROCK RETAINING WALL.

   

LOT5

 
 

OVER GROUTED ROCK
RETAINING WALL.

    

PROPOSED 4.0m WIDE
CONCRETE DRIVEWAY
REFER R11 FOR SETOUT
COORDINATES.

PROPOSED 4.0m WIDE Ch.96-560
CONCRETE DRIVEWAY
REFER R11 FOR SETOUT

COORDINATES.

        
 
  

  

LOT 4

 

IVEWAY CONTROL LINE SETOUT TABLE

 

PROPOSED 6.0m WIDE PAVEMENT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

    

 

 

 

 

WITH FLUSH E2 KERB AND ONE PT_| CHAINAGE | EASTING | NORTHING | BEARING |RAD/SPIRAL] TANGENT [DEF ANGLE [ARC LEN
WAY CROSSFALL. Deere 3 1P4 0.000] 492750, 381] 7080121 .219| 282448°27"
VO ¢ PT | CHAINAGE | EASTING | NORTHING | BOW TOW 1P2 96.560] 492656.223| 7080142624) 282d48°27"
7 Or propose EASEMENT 1 - 492700.635| 7080440.692| 105.000 | 105.200
MP over crovten Rock LOT 4 =| Gocaoo] 97720.52s] roe0u0s. 37] souess | 106.035
7 RETAINING WALL. - : : : : :
- 80.000] 492727.706] 7080386.472) 104.383 106.183 LEGEND
- 100.000] 492734.892| 7080367.808| 103.991 105.791
- 120.000) 492741.827| 7080349.468) 103.677 105.477 mn ss PROPOSED GROUTED ROCK RETAINING WALL
2 - 492746 .148| 7080333. 410] 103.780 | 105. 840
3 - 492741 .433| 7080332.272| 106.000 | 106.500 [| PROPOSED ACCESS ROAD
4 - 492744 .518| 7080319.613| 106.200 | 106.500
5 - 492749114] 7080321. 123] 104.200 | 106.400 [ PROPOSED CONCRETE DRIVEWAY
- 160.000] 492751.410|7080311.613| 104.469 | 106. 669
- 180.000] 492756.104| 7080292.171| 105.691 106.491 5 0 10 2 30 40 50m
6 - 492756.573| 7080290.227| 105.890 | 106.290 PROPOSED ENVIRONMENTAL COVENANT Legere} fp
SCALE 1:500 At, 1:1000 A3
REV DATE DESCRIPTION BY ‘CHKD PROJECT: DRAWING TITLE:
» ov sees aaas 2 [ese | Roane sooT TED =] PROPOSED RESIDENTIAL SUBDIVISION ROAD 1 LAYOUT PLAN WALSH
WAL SH E [email protected] at HOY ROAD, LAKE MACDONALD cONsO GING
W walsheng.net.au ~ 4665 for INDIGO GROUP
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ENGINEERS | sex‘sscu'aca FOR APPROVAL Orpen cnns  nte  pen  ayeonote ees cogee | orawnvcno: C6535/25/RO6 reson: A
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