Executive Committee

Filed: 10/26/2005

 

 


 

 


 
09400SB1208ham001 LRB094 04863 LCT 49916 a

1
AMENDMENT TO SENATE BILL 1208

2     AMENDMENT NO. ______. Amend Senate Bill 1208 by replacing
3 everything after the enacting clause with the following:
 
4     "Section 5. The Code of Civil Procedure is amended by
5 changing Section 7-103.117 as follows:
 
6     (735 ILCS 5/7-103.117)
7     Sec. 7-103.117. Quick-take; City of Oakbrook Terrace.
8 Quick-take proceedings under Section 7-103 may be used for a
9 period of 12 months after the effective date of this amendatory
10 Act of the 94th 93rd General Assembly by the City of Oakbrook
11 Terrace for the acquisition of property for the purpose of
12 water main construction as follows:
 
13     PART OF LOTS 3, 4 AND 5 OF LINCOLN CENTRE ASSESSMENT PLAT
14     IN THE SOUTHEAST QUARTER OF SECTION 21, TOWNSHIP 39 NORTH,
15     RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO
16     THE PLAT THEREOF RECORDED NOVEMBER 13, 1984 AS DOCUMENT
17     R84-091784 AND CERTIFICATE OF CORRECTION RECORDED DECEMBER
18     17, 1984 AS DOCUMENT R84-100375, IN DUPAGE COUNTY,
19     ILLINOIS, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST
20     CORNER OF SAID LOT 5; THENCE SOUTH 02 DEGREES 23 MINUTES 28
21     SECONDS EAST ALONG THE EAST LINE OF SAID LOT 30.00 FEET;
22     THENCE SOUTH 87 DEGREES 36 MINUTES 32 SECONDS WEST 338.43
23     FEET; THENCE SOUTH 45 DEGREES 26 MINUTES 11 SECONDS WEST

 

 

09400SB1208ham001 - 2 - LRB094 04863 LCT 49916 a

1     285.17 FEET TO A POINT ON A CURVE; THENCE NORTHWESTERLY
2     ALONG THE ARC OF SAID CURVE, CONCAVE SOUTHERLY, HAVING A
3     RADIUS OF 260.00 FEET, A CHORD BEARING OF NORTH 88 DEGREES
4     48 MINUTES 28 SECONDS WEST, 461.68 FEET TO A POINT OF
5     TANGENCY; THENCE SOUTH 40 DEGREES 19 MINUTES 20 SECONDS
6     WEST 46.18 FEET TO THE NORTHEASTERLY LINE OF LOT 2 IN
7     LINCOLN CENTRE UNIT NO. 2; THENCE NORTH 49 DEGREES 40
8     MINUTES 40 SECONDS WEST 30.00 FEET ALONG SAID NORTHEASTERLY
9     LINE; THENCE NORTH 40 DEGREES 19 MINUTES 20 SECONDS EAST
10     46.18 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY
11     ALONG THE ARC OF SAID CURVE, CONCAVE SOUTHERLY, HAVING A
12     RADIUS OF 290.00 FEET, A CHORD BEARING OF NORTH 87 DEGREES
13     52 MINUTES 46 SECONDS EAST, 481.42 FEET; THENCE NORTH 45
14     DEGREES 26 MINUTES 11 SECONDS EAST 265.00 FEET; THENCE
15     NORTH 87 DEGREES 36 MINUTES 32 SECONDS EAST 350.00 FEET TO
16     SAID POINT OF BEGINNING. Beginning at a point on the east
17     line of the southeast 1/4 of Section 21-39-11, located a
18     distance of 520 feet north of the point of intersection of
19     the east line of the southeast 1/4 of Section 21 with the
20     present northerly right of way line of Butterfield Road;
21     Thence westerly along a line which forms an angle of 90
22     degrees 00 minutes 00 seconds to the east line of the
23     southeast 1/4 of Section 21, a distance of 340 feet, to an
24     angle point; Thence southwesterly from said angle point
25     along a line which forms an angle of 137 degrees 49 minutes
26     39 seconds as measured clockwise from west to south, a
27     distance of 297 feet, to a point located 30 feet southwest
28     and perpendicular to the south edge of the existing private
29     road; Thence northwesterly along a curved line located 30
30     feet south of and parallel to the south edge of the
31     existing private road, through an internal angle of 101
32     degrees 2 minutes 40 seconds, measured counterclockwise
33     from the northeast to the northwest, a distance of 441.7
34     feet, to a point located 30 feet southeast and

 

 

09400SB1208ham001 - 3 - LRB094 04863 LCT 49916 a

1     perpendicular to the south edge of the existing private
2     road; Thence, northwesterly along a straight line
3     perpendicular to the existing private road, a distance of
4     30 feet to a point on the south edge of the existing
5     private road; Thence northeasterly and southeasterly along
6     the curved south edge of the existing private road, a
7     distance of 461.5 feet, to a point on the south edge of the
8     existing private road; Thence northeasterly along a
9     straight line and perpendicular to the south edge of the
10     existing private road, a distance of 277 feet, to an angle
11     point (iron pipe); Thence easterly along a straight line,
12     from said angle point, which forms an angle of 137 degrees
13     49 minutes 39 seconds as measured counterclockwise from
14     south to east, a distance of 350 feet to a point located on
15     the east line of the southeast 1/4 of Section 21-39-11 a
16     distance of 30 feet to the point of beginning.
17 (Source: P.A. 93-1065, eff. 1-15-05.)
 
18     Section 99. Effective date. This Act takes effect upon
19 becoming law.".