Engineering Drawings Part 2 - OPW14/0197

 

Zz

 

 

NOTE:

 

REFER TO N13078-110 FOR ROADWORKS

AND DRAINAGE NOTES AND LEGEND.

 

 

KERB SETOUT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

POINT EASTING NORTHING
55 5206.652 1423.485
56 5200.440 1426.171
57 5192.354 1424.281
58 5203.802 14.41.9546
59 5205.872 1436.735
60 521.003 1433.035
61 5245.141 1420.91
62 5257.396 1428.719
63 5263.888 1427.280
64 5271.696 1415.024
65 5287.315 1411.562
66 5303.163 1391.808
67 5292.713 1390.207
68 5283.486 14.01.707
69 5292.61 1337.560
70 5282.212 1327.292
nN 5282.538 1321.835
72 5292.680 311.557
73 5222.017 1333.903
Th 5205.256 1332.848
75 5208.452 1347.263
16 5223.196 1339.224

 

 

 

 

 

 

  

 

 

R:30.275
A:6.781

 

 

120

 

 

 

 

 

 

R:6.275
A:5.821

 

 

  
     
 
 

75

 

 

S
R: 30.275

 

A:6.338

 

  
  
 

   
  

 

 

 

 

 

   

 

 

 

 

 

 

 

   

  
   
  
  
  

472 696

|" 4g

 

R:10.275
A:16.140

 

 

 

    
 

 

124

 

 

R:11.775

 

 

 

 
 

 

 

 

 

  

 
 

 
 

 

R:20.
A:27,

 

366

225

 

 

 

 

 

 
 

 

 

 
 
   

 

 

420

ISLAND SETOUT

 

 

 

 

 

POINT EASTING NORTHING
1 5258.022 14.18.952
2 5258.996 14.23.345
3 5260.168 1423.085
4 5259.194 1418.692

 

 

 

 

 

 

ISLAND DETAIL
SCALE (A1) 1:10

GRADE N32 CONCRETE
EXPOSED AGGREGATE FINISH.

    
   
 
 
   

ISLAND TO BE PAINTED WITH

RETROREFLECTIVE PAINT
VARIES.

A.C. ROADWAY

SL82 MESH
(60 COVER)

SECTION (A)
SCALE {At}: 1:100 NE,

SCALE (A3):1:200

 

 

 

 

 

 

 

 

 

 

TP
STAGE C1 A:15.932
124
TYPE A - HEAVY DUTY VEHICLE CROSSING.
REFER |.P.W.E.A.Q. STD. DRG. SEQ-ROS1
129
R.30.275
A:17.017
° . Sy |
< 125 a rt 4
. R:10.275 |= r@)
& A:16.340 fo YH
! 480
q
R:30.275
A:17.017
TYPE A — HEAVY DUTY venicte crossing, 92 00
REFER |.P.W.E.A.Q. STD. DRG. SEQ-RO51
I
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