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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.
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,
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