Council archive · source document
Approved Plans - OPW26/0095 (As Published)
Plans and drawings: the text below has words only, no drawings.
Original PDF page 2, section 2. The text section number identifies this passage in the reader.
2.0
357.725
0
100.00
98
84.00
.0
340.00
0
69.00
320.00
375Ø RCP PIPE
50
97
.00
300.00
68.00
.0
100.00
67.0
96.0
0
0
280.00
66.0
0
0
97
DRIVEWAY AND DRIVEWAY
.00
TC 248.605
26
CROSSOVER TO BE IN ACCORDANCE
99
0.
.00
00
56.0
357.725
WITH IPWEA STD DRG RS-056 0
64 .0
91.00
0
.0 90
0
0
95.0
63
.00
0
.00
60.00
.0
94.00
240.0095
88
93.00
C
20T 94
TC 10
.022 .00
0 .48
0.000
STONE PITCH 200Ø TO 8 92
.00
INLET AND OUTLET
.026
PROPOSED OVERLAND
.00
90
SWALE
55.00
0
40
87.00
86.0
.00 87.0
86.00
92.00 0
90
220.00
56.00
.0
CT 218.569
0
87
58.00
.0
0
83.00
82
.00
89.0
81.00
57.0
0
88
0
.0
0
60 88.00
87
.00
.00
84.00
86.0
83.0
0
0
85.00
0
82.0 85 .0 79.0
0
80
TC 0
59.00 81.0 .0 84.0
65 77
.00 78
0 0 78.00 0
.00
75
.43 79.00
.00
3
0
83.00
77.0
54
.0
20
0
80.00
0
0
80.0
.00
.00
TC 19
0
51
76
76.0
.00
80.0
.00
180.0
83
74.00
CT 85.431
100.00
2.883
75.0
120.00
0
0
140.00
CT 16
160.00
TC 156.879
0
EARTHWORKS PROPOSED
3
75.00
.089
FOR "PROPOSED DRIVEWAY
DWELLING AREA" CROSSOVER
74.0
.00
73.00
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