(g) The reconstruction of the following lengths of sewers in the back
areas affected by the reclamation :--
21 inches diameter
225 lineal feet.
18
1,005
JJ
>>
15
4,028
J9
39
12
2,590
"
33
,,
>>
9
"
7,383
22
6
5.
95
3,762
JJ
(h) The construction of the following lengths of storm water drains on
the reclamation :-
9" diameter S.W. Drains
5,406 lineal feet.
15′′
18"
21"
55
24"
39
3,581 2,749
"J
35
"
547
18
27"
30"
""
*
39
93
209
A
91
"
208
36"
39
*
"
J
39"
845
33
J2
"
45"
340
"
>>
48"
192
J
""
写字
54"
345
}}
35
39
""
J
57"
59
39
95
JJ
27
93
66"
208
J
39
9
6'-6"
558
27
""
};
n
11'-6"
972
وو
""
J9
36'-0" wide Nullah at Bow-
rington Canal
650
وو
"
(i) The alteration to storm water drains in the back areas involved the
reconstruction of the following lengths of drains:—
9" diameter S.W. Drains
915 lineal feet.
12′′
39.
37
2,060
"J
15"
};
J
1,000
""
35
18"
>>
1,330
93
"
21"
765
55
19
75
24"
33
33
} }
1,075
23
>>
27"
620
"J
99
>>
>>
30"
640
59
!!
55
כ
36"
655
}"
}}
55
"J
39"
900
>>
J1
??
55
42"
355
35
J
"
JJ
45′′
>
48"
"
51"
53
""
60"
""
72"
90"
450
195
590
795 33
505
940
27
23
J
27
"J
55
و,
JJ
ધ
9' 6" x 7' 6"
*
21
39
29
570
35
**