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Engineering Drawings Part 2 - OPW14/0197

Attached to the e-mail Doonella Stage C - (Email 1 of 7) - Engineering Drawings Part 2 & cover letter - OPW14/0197.

of 15

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Zz

 

 

NOTE:
REFER TO N13078-110 FOR ROADWORKS
AND DRAINAGE NOTES AND LEGEND.

 

 

KERB SETOUT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

POINT EASTING NORTHING
26 5178.794 1169.708
27 5162.046 1170.949
28 5167.179 1184.794
29 5180.689 1174.818
30 5211.396 1157.621
31 5215.189 1143.901
32 5200.092 1247.133
33 5183.344 1248.374
34 5188.477 1262.219
35 5201.986 1252.243
36 5305.657 1210.772
37 5296.083 1219.993
38 5286.386 1225.038
39 5283.194 1230.225
40 5292.651 1240.463
41 5301.846 1228.683
42 5309.876 1215.230
47 5303.124 1295.512
48 5303.080 1293.442
49 5301.905 1265.523
50 5301.860 1263.430

 

 

 

 

  
    
 
     

 

 

 

 

R:8.725
A:37.219
152
153

TYPE A - HEA’
REFER |.P.W.E..

 

   

-Q. STD. DRG. SEQ-R0S1

BITUMEN IMPREGNATED BOARD N16 GALVANIZED BAR

AT 300mm CENTRES

   
   
 
  

SL92 MESH 40mm COVER

 

MESH DISCONTINUED AT THE JOINT
*ONE SIDE OF DOWEL BAR SHOULD BE GREASED

KEY JOINT DETAIL

SCALE 1:10 (A1)
SCALE 1:20 (A3)

EXPOSED AGGREGATE FINISH

SAWCUTS AT MAXIMUM 5.0m
SPACINGS, REFER DETAIL ‘B’

TYPE A - HEAVY DUTY.

\ IMPREGNATED BOARD

COMPRESSIBLE JOINT MATERIAL

(Al
180mm CONCRETE SLAB LIP
(GRADE N32)

    

 

 

INTERSECTION DETAIL DRAWINGS

BLEFLEX’ OR SIMILAR)
LEVEL AS SHOWN ON

  
   

MESH REINFORCEMENT

3-N12 TRIMMER
BARS (1.5m LONG)

 

 

    

500mm (TYP.)
THICKENING TO PERIMETER
OF ALL R.C. AREAS

SECTION

 

  

   

PAVEMENT MATERIAL

S09

DETAIL ‘A’
SCALE 1:20 (A1)
SCALE 1:40 (A3)

SCALE: 110 TAT - /

SCALE: 1:20 (A3)

SL92 MESH
40mm COVER

REFER

WITH N16 GALVANIZED BAR
AT 300mm CENTRES

TYPICAL INTERSECTION THRESHOLD TREATMENT

 

VEHICLE CROSSING. REFER
|.P.W.E.A.Q. STD. DRG.
SEQ-R051

 

R: 30.275
A:17.017

 

 

 

 

 

R: 30.275 ~
A:17.017

DUTY VEHICLE CROSSING.

 

 

 

 

R:8.875
A:16.603

 

 

 

 

SCALE 1:100 (A1)
SCALE 1:200 (A3)

 
 
     
  
      
  

R:8.725
A:37.219

 

 

 

 

 

APPROVED POLYURETHANE
SEALANT (DYNATROL BY
DYMERIC OR APPROVED
EQUIVALENT).

DEPTH OF STENCIL

       
 

DETAIL ‘A’

BACKER ROD

70mm DEEP SAW CUT

  

 

SAW CUT

DETAIL ‘B’
SCALE 1:1 (A1)
SCALE 1:2 (A3)

139

TYPE A - HEAVY DUTY VEHICLE CROSSING.
REFER |.P.W.E.A.Q. STD. DRG. SEQ-R051

138

 

R:30.275
A:17.017

 

 

 

 

R: 30.275

      
   
 

 

 

 

134

 

R:10.275
A:16.011

 

 

 

 

R:10.275
A:15.317

 

 

 

TAT6

 

 

 

 

 

 

 

 

 

  

 

 

 

 

  
  
  
 
   

 

240

 

 

R:50.275
A:2.094

 

 

250

 

 

 

 

 

 

 

 

 

 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

142 A:17.017 ‘ LADD
154 TYPE A - HEAVY DUTY VEHICLE CROSSING. \ AM.485
REFER LP.W.E.A.Q. STD. DRG. SEQ-ROS1 |
FILE: N13078-125.dwg DATE: 11-04-2016 TIME: 11:16,
iXref's: X-N13078-TIT X-N13078-BASE X-N13078-INTERSECTION DETAILS USR: Joshua Beddow
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AMEVOMENT DETAR besien cnecx SURVEYOR: RPS a

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N 4500 AB. T
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