State of Illinois
92nd General Assembly
Legislation

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[ Senate Amendment 001 ]


92_HB4090sam002

 










                                           LRB9211198DJgcam05

 1                    AMENDMENT TO HOUSE BILL 4090

 2        AMENDMENT NO.     .  Amend House Bill 4090,  AS  AMENDED,
 3    by  replacing  everything  after the enacting clause with the
 4    following:

 5        "Section 5. The Code of Civil  Procedure  is  amended  by
 6    adding  Sections 7-103.97, 7-103.98, 7-103.99, 7-103.100, and
 7    and 7-103.101 as follows:

 8        (735 ILCS 5/7-103.97 new)
 9        Sec. 7-103.97.  Quick-take; Village of Baylis. Quick-take
10    proceedings under Section 7-103 may be used for a  period  of
11    12  months after the effective date of this amendatory Act of
12    the 92nd General Assembly by the Village of  Baylis  for  the
13    acquisition  of  the  following  described  property  for the
14    purpose of constructing a sewer project:
15        A part of the North One-Half of the Northwest Quarter  of
16        the Southeast Quarter of Section Seven (7), Township Four
17        (4) South, Range Four (4) West of the New Salem Township,
18        Pike County, Illinois specifically described as follows:
19        COMMENCING:  At a point of beginning 540.35 feet South 00
20        degrees 33 minutes 30 seconds West of center  of  Section
21        Seven  (7),  Township Four (4) South, Range Four (4) West
22        of the New Salem Township, Pike County, Illinois,  Thence
 
                            -2-            LRB9211198DJgcam05
 1        1,481.74 feet North 64 degrees 56 minutes 58 seconds East
 2        Thence  800.0 feet North 90 degrees 00 minutes 00 seconds
 3        West Thence 172.61 feet North 00 degrees  33  minutes  30
 4        seconds  East  to  the  point  of beginning, said area to
 5        contain 15.00 acres.
 6        PROPOSED ACCESS RIGHT OF WAY: Fifty  (50)  feet  wide  by
 7        Three  hundred eighty six and 77 hundreds feet, said area
 8        containing 0.44 Acres more or less.

 9        (735 ILCS 5/7-103.98 new)
10        Sec. 7-103.98. Quick-take;  County  of  Lake.  Quick-take
11    proceedings  under  Section 7-103 may be used for a period of
12    12 months after the effective date of this amendatory Act  of
13    the  92nd  General  assembly,  by the County of Lake, for the
14    acquisition of the following described property as  necessary
15    right-of-way to complete the improvement of County Highway 45
16    (Washington Street) from Route 45 to Hunt Club Road:
17        PARCEL 014
18        THAT PART OF COMMON ELEMENT IN THE TOWN HOMES OF WOODLAND
19        HILLS  CONDOMINIUM, PHASE 1B, AS DELINEATED ON THE SURVEY
20        OF PART OF THE WEST HALF  OF  THE  SOUTHEAST  QUARTER  OF
21        SECTION  20,  TOWNSHIP  45  NORTH,  RANGE 11, EAST OF THE
22        THIRD  PRINCIPAL  MERIDIAN,  IN  LAKE  COUNTY,  ILLINOIS,
23        DESCRIBED AS FOLLOWS:
24        COMMENCING AT THE SOUTHEAST CORNER  OF  THE  WIDENING  OF
25        WASHINGTON STREET RECORDED APRIL 15, 1985 AS DOCUMENT NO.
26        2348877,  BEING  ALSO THE POINT OF INTERSECTION OF A LINE
27        DRAWN 15.240 METERS (50.00 FEET) SOUTH  OF  AND  PARALLEL
28        WITH  THE  EAST-WEST  CENTERLINE OF SAID SECTION 20, WITH
29        THE EAST LINE OF SAID WEST HALF OF THE SOUTHEAST  QUARTER
30        OF  SECTION  20; THENCE WEST ALONG SAID PARALLEL LINE, ON
31        AN ASSUMED BEARING OF NORTH  89  DEGREES  49  MINUTES  09
32        SECONDS  WEST, A DISTANCE OF 151.292 METERS (493.08 FEET)
33        TO THE POINT OF BEGINNING;  THENCE  CONTINUING  NORTH  89
 
                            -3-            LRB9211198DJgcam05
 1        DEGREES  49 MINUTES 09 SECONDS WEST, A DISTANCE OF 73.395
 2        METERS (240.80 FEET); THENCE ON THE ARC OF A CURVE TO THE
 3        LEFT, SAID CURVE HAVING A RADIUS OF 7.620  METERS  (25.00
 4        FEET)  AND  THE  CHORD  BEARING  OF  SOUTH  45 DEGREES 10
 5        MINUTES 51 SECONDS WEST, AN ARC DISTANCE OF 11.969 METERS
 6        (39.27 FEET); THENCE  SOUTH  00  DEGREES  10  MINUTES  51
 7        SECONDS  WEST,  A  DISTANCE OF 6.614 METERS (21.70 FEET);
 8        THENCE ON THE ARC OF A CURVE  TO  THE  LEFT,  SAID  CURVE
 9        HAVING  A  RADIUS  OF 63.514 METERS (208.38 FEET) AND THE
10        CHORD BEARING OF SOUTH 11 DEGREES 55 MINUTES  52  SECONDS
11        EAST,  AN  ARC  DISTANCE OF 26.853 METERS (88.10 FEET) TO
12        THE POINT OF REVERSE CURVATURE; THENCE ON THE  ARC  OF  A
13        CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 241.176
14        METERS  (791.26  FEET)  AND THE CHORD BEARING OF SOUTH 22
15        DEGREES 33 MINUTES 41 SECONDS EAST, AN  ARC  DISTANCE  OF
16        12.473  METERS  (40.92  FEET); THENCE SOUTH 89 DEGREES 49
17        MINUTES 30 SECONDS EAST,  A  DISTANCE  OF  70.607  METERS
18        (231.65  FEET);  THENCE  NORTH  00  DEGREES 10 MINUTES 30
19        SECONDS EAST, A DISTANCE OF 51.789 METERS  (169.91  FEET)
20        TO THE POINT OF BEGINNING.
21        SAID  PARCEL CONTAINING 0.4043 HECTARE (0.999 ACRE), MORE
22        OR LESS.
23        PERMANENT INDEX NUMBER: 07-20-400-032 THRU -049.
24        PARCEL 017
25        THE SOUTH 18.288 METERS (60.00 FEET)  OF  THE  EAST  HALF
26        (EXCEPT  THE  EAST  203.912  METERS  (669.00 FEET) OF THE
27        NORTHEAST QUARTER SECTION) OF THE FOLLOWING PARCEL (TAKEN
28        AS A TRACT): THE NORTHEAST QUARTER (EXCEPT EAST  22  RODS
29        AND  THE WEST 60 RODS THEREOF) OF SECTION 20, TOWNSHIP 45
30        NORTH, RANGE 11, EAST OF THE THIRD PRINCIPAL MERIDIAN, IN
31        LAKE COUNTY, ILLINOIS.
32        SAID PARCEL CONTAINING 0.2206 HECTARE (0.545 ACRE),  MORE
33        OR  LESS,  OF  WHICH 0.1471 HECTARE (0.363 ACRE), MORE OR
34        LESS, WAS PREVIOUSLY USED FOR HIGHWAY PURPOSES.
 
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 1        PERMANENT INDEX NUMBER: 07-20-200-003.
 2        PARCEL 019
 3        THE SOUTH 18.288 METERS (60.00 FEET) OF THE EAST  155.144
 4        METERS (509.00 FEET) (EXCEPT EAST 22 RODS THEREOF) OF THE
 5        NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 45 NORTH, RANGE
 6        11, EAST OF THE THIRD PRINCIPAL MERIDIAN, IN LAKE COUNTY,
 7        ILLINOIS.
 8        SAID  PARCEL CONTAINING 0.0814 HECTARE (0.201 ACRE), MORE
 9        OR LESS, OF WHICH 0.0546 HECTARE (0.135  ACRE),  MORE  OR
10        LESS, WAS PREVIOUSLY USED FOR HIGHWAY PURPOSES.
11        PERMANENT INDEX NUMBER: 07-20-200-003.

12        (735 ILCS 5/7-103.99 new)
13        Sec.   7-103.99.   Quick-take;   Village   of   Bartlett.
14    Quick-take  proceedings under Section 7-103 may be used for a
15    period  of  12  months  after  the  effective  date  of  this
16    amendatory Act of the 92nd General Assembly by the Village of
17    Bartlett for  the  acquisition  of  the  following  described
18    easements  for  the purpose of the construction of an asphalt
19    bicycle and multi-purpose public path:
20        1.  PERMANENT EASEMENT. A permanent easement appurtenant,
21        20 feet to 30 feet in width, over, upon  across,  through
22        and  under  that  portion of the Alperin Property legally
23        described as follows:

24        Parcel 1:
25        That part of the East Half of the  Northwest  Quarter  of
26        Section  Thirty-Three,  Township  Forty-One  North, Range
27        Nine, East of the Third Principal Meridian,  bounded  and
28        described  as follows: Commencing at the Southwest corner
29        of the East Half of the Northwest Quarter of said Section
30        Thirty-Three; thence  North  00  degrees  26  minutes  35
31        seconds  East,  being an assumed bearing on the West line
32        of the East Half of the Northwest Quarter of said Section
33        Thirty-Three, a distance of 1273.66 feet; thence South 89
 
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 1        degrees 33 minutes 25 seconds East, perpendicular to  the
 2        last  described West line, a distance of 40.0 feet to the
 3        point of beginning; thence continuing South 89 degrees 33
 4        minutes 25 seconds East, on said  perpendicular  line,  a
 5        distance of 20.0 feet; thence South 00 degrees 26 minutes
 6        35 seconds West, on a line 60.0 feet East of and parallel
 7        with  the  West  line  of  the East Half of the Northwest
 8        Quarter of said Section Thirty-Three, a distance of 949.0
 9        feet; thence South 89 degrees 33 minutes 25 seconds East,
10        perpendicular to the last described West line, a distance
11        of 10.0 feet; thence  South  00  degrees  26  minutes  35
12        seconds  West,  on  a line 70.0 feet East of and parallel
13        with the West line of the  East  Half  of  the  Northwest
14        Quarter  of  said  Section  Thirty-Three,  a  distance of
15        323.28 feet to the South line of the  East  Half  of  the
16        Northwest  Quarter  of  said Section Thirty-Three; thence
17        South 89 degrees 18 minutes, 39 seconds West, on the last
18        described South line, a distance of  30.01  feet;  thence
19        North  00  degrees  26 minutes 35 seconds East, on a line
20        40.0 feet East of and parallel with West line of the East
21        Half  of  the   Northwest   Quarter   of   said   Section
22        Thirty-Three,  a distance of 1272.87 feet to the point of
23        beginning, all in Cook County, Illinois.

24        Parcel 2:
25        That part of the East Half of the  Northwest  Quarter  of
26        Section  Thirty-Three,  Township  Forty-One  North, Range
27        Nine, East of the Third Principal Meridian,  bounded  and
28        described  as follows: Commencing at the Northwest corner
29        of the East Half of the Northwest Quarter of said Section
30        Thirty-Three; thence  North  89  degrees  23  minutes  39
31        seconds  East, being an assumed bearing on the North line
32        of the East Half of the Northwest Quarter of said Section
33        Thirty-Three, a distance of 40.0 feet  to  the  point  of
34        beginning;  thence continuing North 89 degrees 23 minutes
 
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 1        39 seconds East, on the  last  described  North  line,  a
 2        distance of 20.0 feet; thence South 00 degrees 26 minutes
 3        35 seconds West, on a line 60.0 feet East of and parallel
 4        with  the  West  line  of  the East Half of the Northwest
 5        Quarter of  said  Section  Thirty-Three,  a  distance  of
 6        1392.66  feet;  thence  North  89  degrees  33 minutes 25
 7        seconds West, perpendicular to the  last  described  West
 8        line, a distance of 20.0 feet; thence North 00 degrees 26
 9        minutes  35 seconds East, on a line 40.0 feet East of and
10        parallel with the West line  of  the  East  Half  of  the
11        Northwest   Quarter   of  said  Section  Thirty-Three,  a
12        distance of 1392.29  feet  to  the  point  of  beginning,
13        excepting  therefrom  that  part  described  as  follows:
14        Commencing  at  the  Northwest corner of the East Half of
15        the  Northwest  Quarter  of  said  Section  Thirty-Three;
16        thence South 00 degrees 26 minutes 35  seconds  West,  on
17        the  West  line of the East Half of the Northwest Quarter
18        of said Section Thirty-Three, a distance of  453.71  feet
19        to the North right-of-way line of the Chicago, Milwaukee,
20        St. Paul and Pacific Railroad; thence South 79 degrees 38
21        minutes   52   seconds   East,  on  said  North  railroad
22        right-of-way line, a distance of 40.61 feet to the  point
23        of  beginning for said exception; thence continuing South
24        79 degrees 38 minutes 52  seconds  East,  on  said  North
25        railroad  right-of-way  line,  a  distance of 20.30 feet;
26        thence South 00 degrees 26 minutes 35 seconds West, on  a
27        line 60.0 feet East of and parallel with the West line of
28        the  East  Half  of the Northwest Quarter of said Section
29        Thirty-Three, a distance of  101.51  feet  to  the  South
30        right-of-way  line  of  said  railroad;  thence  North 79
31        degrees  38  minutes  52  seconds  West,  on  said  South
32        railroad right-of-way line, a  distance  of  20.30  feet;
33        thence  North 00 degrees 26 minutes 35 seconds East, on a
34        line 40.0 feet East of and parallel with the West line of
 
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 1        the East Half of the Northwest Quarter  of  said  Section
 2        Thirty-Three,  a  distance of 101.51 feet to the point of
 3        beginning, all in Cook County, Illinois.

 4        (the "Permanent Easement Parcels")  for  the  purpose  of
 5        constructing,  maintaining, repairing, replacing, gaining
 6        access to and use by the public of a 12 foot + / -  wide,
 7        asphalt multi-purpose path.

 8        2.  ACCESS    EASEMENT.    A    non-exclusive    easement
 9        appurtenant,  25 feet to 27 feet in width, over, upon and
10        across that  portion  of  the  Alperin  Property  legally
11        described as follows:

12        Parcel 1:
13        That  part  of  the East Half of the Northwest Quarter of
14        Section Thirty-Three,  Township  Forty-One  North,  Range
15        Nine,  East  of the Third Principal Meridian, bounded and
16        described as follows: Commencing at the Southwest  corner
17        of the East Half of the Northwest Quarter of said Section
18        Thirty-Three;  thence  North  00  degrees  26  minutes 35
19        seconds East, being an assumed bearing on the  West  line
20        of the East Half of the Northwest Quarter of said Section
21        Thirty-Three, a distance of 1273.66 feet; thence South 89
22        degrees  33 minutes 25 seconds East, perpendicular to the
23        last described West line, a distance of 13.11 feet to the
24        point of beginning; thence continuing South 89 degrees 33
25        minutes 25 seconds East, on said  perpendicular  line,  a
26        distance  of  26.89  feet;  thence  South  00  degrees 26
27        minutes 35 seconds West, on a line 40.0 feet East of  and
28        parallel  with  the  West  line  of  the East Half of the
29        Northwest  Quarter  of  said  Section   Thirty-Three,   a
30        distance of 1243.53 feet to a point on a curve concave to
31        the  Northeast  and having a radius of 45.87 feet; thence
32        Northwesterly 43.45 feet on the arc of the aforementioned
33        curve, having a chord bearing  of  North  26  degrees  46
 
                            -8-            LRB9211198DJgcam05
 1        minutes  35  seconds  West  and a chord distance of 41.84
 2        feet; thence North 00 degrees 21 minutes 44 seconds East,
 3        a distance of  310.0  feet;  thence  North  1  degree  18
 4        minutes  37  seconds  West,  a  distance  of 238.87 feet;
 5        thence North 00 degrees 26 minutes  07  seconds  East,  a
 6        distance  of  383.83  feet;  thence  North  00 degrees 27
 7        minutes 07 seconds East, a distance of 273.74 feet to the
 8        point of beginning, all in Cook County, Illinois.

 9        Parcel 2:
10        That part of the East Half of the  Northwest  Quarter  of
11        Section  Thirty-Three,  Township  Forty-One  North, Range
12        Nine, East of the Third Principal Meridian,  bounded  and
13        described  as follows: Commencing at the Northwest corner
14        of the East Half of the Northwest Quarter of said Section
15        Thirty-Three; thence  North  89  degrees  23  minutes  39
16        seconds  East, being an assumed bearing on the North line
17        of the East Half of the Northwest Quarter of said Section
18        Thirty-Three, a distance of 40.0 feet  to  the  point  of
19        beginning;  thence South 00 degrees 26 minutes 35 seconds
20        West, on a line 40.0 feet East of and parallel  with  the
21        West  line  of  the East Half of the Northwest Quarter of
22        said Section Thirty-Three, a distance  of  1392.29  feet;
23        thence  North  89  degrees  33  minutes  25 seconds West,
24        perpendicular to the last described West line, a distance
25        of 26.89 feet; thence North  00  degrees  27  minutes  07
26        seconds  East,  a  distance of 9.53 feet; thence North 00
27        degrees 10 minutes 41 seconds East, a distance of  216.59
28        feet; thence North 00 degrees 51 minutes 33 seconds East,
29        a  distance  of  154.56  feet; thence North 00 degrees 24
30        minutes 25 seconds  East,  a  distance  of  260.39  feet;
31        thence  North  00  degrees  21 minutes 48 seconds East, a
32        distance of 144.80  feet;  thence  North  00  degrees  04
33        minutes 10 seconds West, a distance of 21.74 feet; thence
34        North  00  degrees 41 minutes 33 seconds East, a distance
 
                            -9-            LRB9211198DJgcam05
 1        of 50.42 feet; thence North  00  degrees  03  minutes  26
 2        seconds  East,  a distance of 44.54 feet; thence North 00
 3        degrees 51 minutes 20 seconds East, a distance  of  84.53
 4        feet; thence North 1 degree 41 minutes 45 seconds East, a
 5        distance  of  291.25  feet;  thence  North  00 degrees 56
 6        minutes 03 seconds East, a distance of 113.65 feet to the
 7        North line of the East Half of the Northwest  Quarter  of
 8        said  Section  Thirty-Three;  thence  North 89 degrees 23
 9        minutes 39 seconds East,  on  the  last  described  North
10        line, a distance of 19.47 feet to the point of beginning,
11        excepting  therefrom  that  part falling within the 100.0
12        foot wide right-of-way of  the  Chicago,  Milwaukee,  St.
13        Paul and Pacific Railroad, all in Cook County, Illinois.

14        (the  "Access  Easement  Parcels")  for  the  purpose  of
15        providing  access  to  the  public  from  the  center  of
16        Naperville Road to the bicycle/multi-purpose asphalt path
17        that will be constructed on the Permanent Easement.

18        3.  CONSTRUCTION   EASEMENT.   A  temporary  construction
19        easement, 57 feet  to  67  feet  in  width,  over,  upon,
20        across,  through  and  under  that portion of the Alperin
21        Property legally described as follows:

22        Parcel 1:
23        That part of the East Half of the  Northwest  Quarter  of
24        Section  Thirty-Three,  Township  Forty-One  North, Range
25        Nine, East of the Third Principal Meridian,  bounded  and
26        described  as follows: Commencing at the Southwest corner
27        of the East Half of the Northwest Quarter of said Section
28        Thirty-Three; thence  North  00  degrees  26  minutes  35
29        seconds  East,  being an assumed bearing on the West line
30        of the East Half of the Northwest Quarter of said Section
31        Thirty-Three, a distance of 1273.66 feet; thence South 89
32        degrees 33 minutes 25 seconds East, perpendicular to  the
33        last described West line, a distance of 13.11 feet to the
 
                            -10-           LRB9211198DJgcam05
 1        point of beginning; thence continuing South 89 degrees 33
 2        minutes  25  seconds  East, on said perpendicular line, a
 3        distance of  56.89  feet;  thence  South  00  degrees  26
 4        minutes  35 seconds West, on a line 70.0 feet East of and
 5        parallel with the West line  of  the  East  Half  of  the
 6        Northwest   Quarter   of  said  Section  Thirty-Three,  a
 7        distance of  939.0  feet;  thence  South  89  degrees  33
 8        minutes  25  seconds  East,  perpendicular  to  the  last
 9        described  West  line,  a  distance  of 10.0 feet; thence
10        South 00 degrees 26 minutes 35 seconds West,  on  a  line
11        80.0  feet East of and parallel with the West line of the
12        East Half  of  the  Northwest  Quarter  of  said  Section
13        Thirty-Three,  a distance of 313.12 feet; thence North 89
14        degrees 33 minutes 25 seconds West, a distance  of  13.27
15        feet to a point of curve; thence Northwesterly 71.99 feet
16        on the arc of a curve, concave to the Northeast, having a
17        radius  of  45.87  feet  with a chord bearing of North 44
18        degrees 35 minutes 51 seconds West and a  chord  distance
19        of  64.82  feet;  thence  North  00 degrees 21 minutes 44
20        seconds East, a distance of 310.0 feet;  thence  North  1
21        degree  18  minutes 37 seconds West, a distance of 238.87
22        feet; thence North 00 degrees 26 minutes 07 seconds East,
23        a distance of 383.83 feet; thence  North  00  degrees  27
24        minutes 07 seconds East, a distance of 273.74 feet to the
25        point beginning, all in Cook County, Illinois.

26        Parcel 2:
27        That  part  of  the East Half of the Northwest Quarter of
28        Section Thirty-Three,  Township  Forty-One  North,  Range
29        Nine,  East  of the Third Principal Meridian, bounded and
30        described as follows: Commencing at the Northwest  corner
31        of the East Half of the Northwest Quarter of said Section
32        Thirty-Three;  thence  North  89  degrees  23  minutes 39
33        seconds East, being an assumed bearing on the North  line
34        of the East Half of the Northwest Quarter of said Section
 
                            -11-           LRB9211198DJgcam05
 1        Thirty-Three,  a  distance  of  70.0 feet to the point of
 2        beginning; thence South 00 degrees 26 minutes 35  seconds
 3        West,  on  a line 70.0 feet East of and parallel with the
 4        West line of the East Half of the  Northwest  Quarter  of
 5        said  Section  Thirty-Three,  a distance of 1392.84 feet;
 6        thence North 89  degrees  33  minutes  25  seconds  West,
 7        perpendicular to the last described West line, a distance
 8        of  56.89  feet;  thence  North  00 degrees 27 minutes 07
 9        seconds East, a distance of 9.53 feet;  thence  North  00
10        degrees  10 minutes 41 seconds East, a distance of 216.59
11        feet; thence North 00 degrees 51 minutes 33 seconds East,
12        a distance of 154.56 feet; thence  North  00  degrees  24
13        minutes  25  seconds  East,  a  distance  of 260.39 feet;
14        thence North 00 degrees 21 minutes  48  seconds  East,  a
15        distance  of  144.80  feet;  thence  North  00 degrees 04
16        minutes 10 seconds West, a distance of 21.74 feet; thence
17        North 00 degrees 41 minutes 33 seconds East,  a  distance
18        of  50.42  feet;  thence  North  00 degrees 03 minutes 26
19        seconds East, a distance of 44.54 feet; thence  North  00
20        degrees  51  minutes 20 seconds East, a distance of 84.53
21        feet; thence North 1 degree 41 minutes 45 seconds East, a
22        distance of 291.25  feet;  thence  North  00  degrees  56
23        minutes 03 seconds East, a distance of 113.65 feet to the
24        North  line  of the East Half of the Northwest Quarter of
25        said Section Thirty-Three; thence  North  89  degrees  23
26        minutes  39  seconds  East,  on  the last described North
27        line, a distance of 49.47 feet to the point of beginning,
28        excepting therefrom that part falling  within  the  100.0
29        foot  wide  right-of-way  of  the Chicago, Milwaukee, St.
30        Paul and Pacific Railroad, all in Cook County, Illinois.

31        (the "Temporary Construction Easement Parcels")  for  the
32        construction    and    installation    of   an   asphalt,
33        bicycle/multi-purpose path and  the  restoration  of  all
34        areas affected and disturbed by said construction as soon
 
                            -12-           LRB9211198DJgcam05
 1        as  reasonably  practical  and weather permitting, but in
 2        all events all such work shall be  completed  within  364
 3        days  after  said  easement  is granted by court order or
 4        decree.

 5        (735 ILCS 5/7-103.100 new)
 6        Sec.  7-103.100.  Quick-take;  Illinois   Department   of
 7    Natural Resources.
 8        (a)  Quick-take  proceedings  under  Section 7-103 may be
 9    used for a period of 24 months after the  effective  date  of
10    this  amendatory  Act  of  the  92nd  General Assembly by the
11    Illinois Department of Natural Resources for the  acquisition
12    of  the following described property for the purpose of flood
13    control:
14        NINE  (9)  TRACTS  OF  LAND,  HEREINAFTER  DESCRIBED   AS
15        PARCELS,  BEING ONE PARCEL FOR FEE SIMPLE TITLE AND EIGHT
16        (8) PARCELS FOR PERMANENT EASEMENTS, ALL BEING LOCATED IN
17        SECTIONS  28  AND  29,  T17N-R8W  OF  THE  3RD  PRINCIPAL
18        MERIDIAN AND ALL BEING DESCRIBED AS FOLLOWS:
19    PARCEL A (FEE SIMPLE TITLE)
20        COMMENCING AT  AN  EXISTING  STONE  BEING  THE  NORTHEAST
21        CORNER  OF  SECTION  29,  T17N-R8W  OF  THE 3RD PRINCIPAL
22        MERIDIAN; THENCE, S00° 17'58"E BEING THE EAST LINE OF SAID
23        SECTION 29, A DISTANCE OF  2456.35  FEET  TO  A  PK  NAIL
24        DRIVEN IN THE PAVEMENT; THENCE, N89° 48'00"E A DISTANCE OF
25        32.99  FEET  TO  THE INTERSECTION WITH A CONCRETE HIGHWAY
26        R.O.W. MONUMENT (DAMAGED) LYING ON  THE  EASTERLY  R.O.W.
27        LINE  OF 3 MILE LANE TO BE HEREINAFTER KNOWN AS THE POINT
28        OF BEGINNING OF PARCEL A; THENCE, S51° 22'44"E A  DISTANCE
29        OF  33.50  FEET  TO  AN  IRON  PIN; THENCE, N89° 04'24"E A
30        DISTANCE  OF  1025.09  FEET  TO  AN  IRON  PIN;   THENCE,
31        S87° 13'56"E  A  DISTANCE  OF  306.24 FEET TO AN IRON PIN;
32        THENCE, S79° 29'07"E A DISTANCE OF 311.29 FEET TO AN  IRON
33        PIN  LYING  ON THE INTERSECTION WITH THE NORTHERLY R.O.W.
 
                            -13-           LRB9211198DJgcam05
 1        LINE OF IL.  RTE.  125;  THENCE,  N81° 59'11"W  ALONG  THE
 2        NORTHERLY  R.O.W.  LINE  OF  IL.  RTE.  125 A DISTANCE OF
 3        243.13 FEET TO AN IRON  PIN;  THENCE,  S89° 48'00"W  ALONG
 4        SAID  NORTHERLY R.O.W. LINE OF IL. RTE. 125 A DISTANCE OF
 5        1396.06 FEET TO AN IRON PIN;  THENCE,  N29° 15'08"W  ALONG
 6        THE  NORTHERLY  R.O.W. LINE OF IL. RTE. 125 A DISTANCE OF
 7        53.76 FEET TO THE  POINT  OF  BEGINNING,  SAID  PARCEL  A
 8        CONTAINING 1.046 ACRES, MORE OR LESS; ALSO
 9    PARCEL B (PERMANENT EASEMENT)
10        COMMENCING  AT  AN  EXISTING  STONE  BEING  THE NORTHEAST
11        CORNER OF SECTION  29,  T17N-R8W  OF  THE  3RD  PRINCIPAL
12        MERIDIAN; THENCE, S00° 17'58"E BEING THE EAST LINE OF SAID
13        SECTION  29,  A  DISTANCE  OF  2456.35  FEET TO A PK NAIL
14        DRIVEN IN THE PAVEMENT; THENCE, N89° 48'00"E A DISTANCE OF
15        32.99 FEET TO THE INTERSECTION WITH  A  CONCRETE  HIGHWAY
16        R.O.W.  MONUMENT  (DAMAGED)  LYING ON THE EASTERLY R.O.W.
17        LINE OF 3 MILE LANE TO BE HEREINAFTER KNOWN AS THE  POINT
18        OF  BEGINNING OF PARCEL B; THENCE, S51° 22'44"E A DISTANCE
19        OF 33.50 FEET TO  AN  IRON  PIN;  THENCE,  N89° 04'24"E  A
20        DISTANCE   OF   112.73  FEET  TO  AN  IRON  PIN;  THENCE,
21        N44° 49'15"E A DISTANCE OF 343.99 FEET  TO  AN  IRON  PIN;
22        THENCE  N17° 37'15"W  A DISTANCE OF 223.84 FEET TO AN IRON
23        PIN; THENCE, S47° 06'00"W A DISTANCE OF 428.80 FEET TO  AN
24        IRON  PIN  LOCATED  AT THE INTERSECTION WITH THE EASTERLY
25        R.O.W. LINE OF 3 MILE LANE; THENCE, S00° 12'00"E ALONG THE
26        EASTERLY R.O.W. LINE OF 3 MILE LANE A DISTANCE OF  146.36
27        FEET  TO THE POINT OF BEGINNING, SAID PARCEL B CONTAINING
28        2.108 ACRES, MORE OR LESS; ALSO
29    PARCEL C (PERMANENT EASEMENT)
30        COMMENCING AT  AN  EXISTING  STONE  BEING  THE  NORTHEAST
31        CORNER  OF  SECTION  29,  T17N-R8W  OF  THE 3RD PRINCIPAL
32        MERIDIAN; THENCE, S00° 17'58"E BEING THE EAST LINE OF SAID
33        SECTION 29, A DISTANCE OF  2456.35  FEET  TO  A  PK  NAIL
34        DRIVEN  IN THE PAVEMENT; THENCE S89° 48'00"W A DISTANCE OF
 
                            -14-           LRB9211198DJgcam05
 1        27.01 FEET TO THE INTERSECTION WITH  A  CONCRETE  HIGHWAY
 2        R.O.W.  MONUMENT  LYING  ON THE WESTERLY R.O.W. LINE OF 3
 3        MILE LANE  TO  BE  HEREINAFTER  KNOWN  AS  THE  POINT  OF
 4        BEGINNING  FOR  PARCEL  C;  THENCE, N00° 12'00"W ALONG THE
 5        WESTERLY R.O.W. LINE OF 3 MILE LANE A DISTANCE  OF  16.25
 6        FEET  TO  AN  IRON PIN; THENCE, N46° 47'54"W A DISTANCE OF
 7        84.98 FEET TO AN IRON PIN; THENCE, S47° 52'31"W A DISTANCE
 8        OF 73.09 FEET TO  AN  IRON  PIN;  THENCE,  S29° 59'17"E  A
 9        DISTANCE  OF  72.48 FEET TO THE INTERSECTION WITH AN IRON
10        PIN ON THE NORTHERLY R.O.W. LINE OF IL. RTE. 125; THENCE,
11        N64° 57'00"E ALONG THE NORTHERLY R.O.W. LINE OF  IL.  RTE.
12        125  A  DISTANCE OF 88.29 FEET TO THE POINT OF BEGINNING,
13        SAID PARCEL C CONTAINING 0.166 ACRES, MORE OR LESS; ALSO
14    PARCEL D (PERMANENT EASEMENT)
15        COMMENCING AT  AN  EXISTING  STONE  BEING  THE  NORTHEAST
16        CORNER  OF  SECTION  29,  T17N-R8W  OF  THE 3RD PRINCIPAL
17        MERIDIAN; THENCE, S00° 17'58"E  ALONG  THE  EAST  LINE  OF
18        SECTION 29 A DISTANCE OF 2633.53 FEET TO A PK NAIL DRIVEN
19        INTO  THE  PAVEMENT  BEING AN INTERSECTION WITH THE SOUTH
20        R.O.W. LINE,  AS  EXTENDED,  OF  IL.  RTE.  125;  THENCE,
21        S89° 48'00"W  ALONG THE SOUTH R.O.W. LINE OF SAID IL. RTE.
22        125 A DISTANCE OF 107.69  FEET  TO  AN  IRON  PIN  TO  BE
23        HEREINAFTER KNOWN AS THE EASTERLY PERMANENT EASEMENT LINE
24        AND   THE   POINT  OF  BEGINNING  FOR  PARCEL  D;  THENCE
25        S89° 48'00"W ALONG THE SOUTH R.O.W. LINE OF IL. RTE. 125 A
26        DISTANCE  OF  81.06  FEET  TO  A  POINT  LOCATED  AT  THE
27        INTERSECTION WITH THE CENTERLINE OF  AN  EXISTING  DITCH;
28        THENCE,  S55° 58'52"W  ALONG THE CENTERLINE OF THE DITCH A
29        DISTANCE OF 209.47 FEET TO A POINT;  THENCE,  S53° 45'52"W
30        ALONG  THE  CENTERLINE  OF THE DITCH A DISTANCE OF 365.47
31        FEET TO A POINT; THENCE, S65° 19'43"W ALONG THE CENTERLINE
32        OF THE DITCH A  DISTANCE  OF  113.11  FEET  TO  A  POINT;
33        THENCE,  S30° 34'40"W  ALONG THE CENTERLINE OF THE DITCH A
34        DISTANCE OF 75.27 FEET TO A  POINT;  THENCE,  S12° 53'03"W
 
                            -15-           LRB9211198DJgcam05
 1        ALONG  THE  CENTERLINE  OF THE DITCH A DISTANCE OF 116.75
 2        FEET TO A POINT; THENCE, S08° 04'16"E ALONG THE CENTERLINE
 3        OF THE DITCH A  DISTANCE  OF  168.20  FEET  TO  A  POINT;
 4        THENCE,  S27° 51'33"W  ALONG THE CENTERLINE OF THE DITCH A
 5        DISTANCE OF 46.96 FEET TO A  POINT;  THENCE,  S65° 24'06"W
 6        ALONG  THE  CENTERLINE  OF  THE DITCH A DISTANCE OF 67.97
 7        FEET TO A POINT; THENCE, S36° 00'49"W ALONG THE CENTERLINE
 8        OF THE DITCH A DISTANCE OF 59.69 FEET TO A POINT; THENCE,
 9        S85° 46'17"W ALONG THE CENTERLINE OF THE DITCH A  DISTANCE
10        OF  69.25  FEET TO A POINT; THENCE, S54° 45'52"W ALONG THE
11        CENTERLINE OF THE DITCH A DISTANCE OF  98.13  FEET  TO  A
12        POINT;  THENCE,  S87° 00'39"W  ALONG THE CENTERLINE OF THE
13        DITCH A DISTANCE  OF  40.02  FEET  TO  A  POINT;  THENCE,
14        S28° 51'55"W  ALONG THE CENTERLINE OF THE DITCH A DISTANCE
15        OF 21.60 FEET TO A POINT ALSO BEING THE INTERSECTION WITH
16        THE NORTHERLY R.O.W.  LINE  OF  FREMONT  STREET;  THENCE,
17        S73° 36'39"E  ALONG  THE  NORTHERLY R.O.W. LINE OF FREMONT
18        STREET A DISTANCE OF 66.26 FEET  TO  AN  IRON  PIN,  ALSO
19        BEING  THE  INTERSECTION WITH THE EASTERLY EASEMENT LINE;
20        THENCE, N69° 11'51"E ALONG THE EASTERLY  EASEMENT  LINE  A
21        DISTANCE  OF  259.39  FEET  TO  AN  IRON  PIN  ;  THENCE,
22        N29° 51'00"E  ALONG  THE EASTERLY EASEMENT LINE A DISTANCE
23        OF 206.51 FEET TO AN IRON PIN; THENCE, N13° 03'29"W  ALONG
24        THE  EASTERLY  EASEMENT LINE A DISTANCE OF 222.40 FEET TO
25        AN IRON  PIN;  THENCE,  N54° 58'36"E  ALONG  THE  EASTERLY
26        EASEMENT  LINE  A DISTANCE OF 797.16 FEET TO THE POINT OF
27        BEGINNING, SAID PARCEL D CONTAINING 1.878 ACRES, MORE  OR
28        LESS; ALSO
29    PARCEL E (PERMANENT EASEMENT)
30        COMMENCING AT A PK NAIL DRIVEN INTO THE PAVEMENT BEING AN
31        INTERSECTION  WITH THE SOUTH R.O.W. LINE OF SAID IL. RTE.
32        125, AS EXTENDED, AS PREVIOUSLY DESCRIBED  IN  PARCEL  D;
33        THENCE,  S89° 48'00"W  ALONG  THE SOUTH R.O.W. LINE OF IL.
34        RTE. 125 A DISTANCE OF 280.19 FEET TO AN  IRON  PIN  ALSO
 
                            -16-           LRB9211198DJgcam05
 1        BEING THE INTERSECTION WITH THE WESTERLY EASEMENT LINE TO
 2        BE HEREINAFTER KNOWN AS THE POINT OF BEGINNING FOR PARCEL
 3        E; THENCE, S61° 41'32"W ALONG THE WESTERLY EASEMENT LINE A
 4        DISTANCE   OF   544.25  FEET  TO  AN  IRON  PIN;  THENCE,
 5        S27° 23'57"W ALONG THE WESTERLY EASEMENT LINE  A  DISTANCE
 6        OF  309.17 FEET TO AN IRON PIN; THENCE, S10° 40'01"E ALONG
 7        THE WESTERLY EASEMENT LINE A DISTANCE OF 197.30  FEET  TO
 8        AN  IRON  PIN;  THENCE,  S56° 43'56"W  ALONG  THE WESTERLY
 9        EASEMENT LINE A DISTANCE OF 78.07 FEET TO  AN  IRON  PIN;
10        THENCE,  N59° 23'46"W  ALONG  THE WESTERLY EASEMENT LINE A
11        DISTANCE  OF  124.54  FEET  TO  AN  IRON   PIN;   THENCE,
12        S38° 40'25"W  ALONG  THE WESTERLY EASEMENT LINE A DISTANCE
13        OF 253.15 FEET TO AN IRON PIN LOCATED  AT  THE  NORTHERLY
14        R.O.W.  LINE OF FREMONT STREET; THENCE, S73° 36'39"E ALONG
15        THE NORTHERLY R.O.W. LINE OF FREMONT STREET A DISTANCE OF
16        79.92 FEET TO A POINT LOCATED AT  THE  INTERSECTION  WITH
17        THE  CENTERLINE OF AN EXISTING DITCH; THENCE, N28° 51'55"E
18        ALONG THE CENTERLINE OF THE DITCH  A  DISTANCE  OF  21.60
19        FEET TO A POINT; THENCE, N87° 00'39"E ALONG THE CENTERLINE
20        OF THE DITCH A DISTANCE OF 40.02 FEET TO A POINT; THENCE,
21        N54° 45'52"E  ALONG THE CENTERLINE OF THE DITCH A DISTANCE
22        OF 98.13 FEET TO A POINT; THENCE, N85° 46'17"E  ALONG  THE
23        CENTERLINE  OF  THE  DITCH  A DISTANCE OF 69.25 FEET TO A
24        POINT; THENCE, N36° 00'49"E ALONG THE  CENTERLINE  OF  THE
25        DITCH  A  DISTANCE  OF  59.69  FEET  TO  A POINT; THENCE,
26        N65° 24'06"E ALONG THE CENTERLINE OF THE DITCH A  DISTANCE
27        OF  67.97  FEET TO A POINT; THENCE, N27° 51'33"E ALONG THE
28        CENTERLINE OF THE DITCH A DISTANCE OF  46.96  FEET  TO  A
29        POINT;  THENCE,  N08° 04'16"W  ALONG THE CENTERLINE OF THE
30        DITCH A DISTANCE OF  168.20  FEET  TO  A  POINT;  THENCE,
31        N12° 53'03"E  ALONG THE CENTERLINE OF THE DITCH A DISTANCE
32        OF 116.75 FEET TO A POINT; THENCE, N30° 34'40"E ALONG  THE
33        CENTERLINE  OF  THE  DITCH  A DISTANCE OF 75.27 FEET TO A
34        POINT; THENCE, N65° 19'43"E ALONG THE  CENTERLINE  OF  THE
 
                            -17-           LRB9211198DJgcam05
 1        DITCH  A  DISTANCE  OF  113.11  FEET  TO A POINT; THENCE,
 2        N53° 45'52"E ALONG THE CENTERLINE OF THE DITCH A  DISTANCE
 3        OF  365.47 FEET TO A POINT; THENCE, N55° 58'52"E ALONG THE
 4        CENTERLINE OF THE DITCH A DISTANCE OF 209.47  FEET  TO  A
 5        POINT  LOCATED  AT THE INTERSECTION WITH THE SOUTH R.O.W.
 6        LINE OF IL. RTE.  125;  THENCE,  S89° 48'00"W  ALONG  SAID
 7        SOUTH  R.O.W.  LINE  OF  IL. RTE. 125 A DISTANCE OF 91.44
 8        FEET TO THE POINT OF BEGINNING, SAID PARCEL E  CONTAINING
 9        2.628 ACRES, MORE OR LESS; ALSO
10    PARCEL F (PERMANENT EASEMENT)
11        COMMENCING  AT  AN IRON PIN BEING THE INTERSECTION OF THE
12        NORTH R.O.W. LINE OF FREMONT STREET AND THE WEST EASEMENT
13        LINE,  AS  PREVIOUSLY  DESCRIBED  IN  PARCEL  E;   THENCE
14        S15° 35'22"W  ACROSS  SAID  FREMONT  STREET  A DISTANCE OF
15        60.01 FEET TO AN IRON PIN BEING THE INTERSECTION  OF  THE
16        WESTERLY PERMANENT EASEMENT LINE AND THE SOUTHERLY R.O.W.
17        LINE  OF  FREMONT  STREET  TO BE HEREINAFTER KNOWN AS THE
18        POINT OF BEGINNING OF PARCEL F; THENCE, S19° 32'27"W ALONG
19        THE EASEMENT LINE A DISTANCE OF 316.50 FEET  TO  AN  IRON
20        PIN;  THENCE,  S13° 42'05"W  ALONG  THE  EASEMENT  LINE  A
21        DISTANCE   OF   424.35  FEET  TO  AN  IRON  PIN;  THENCE,
22        S12° 12'06"W ALONG THE EASEMENT LINE A DISTANCE  OF  53.67
23        FEET  TO  AN  IRON  PIN;  THENCE,  S06° 54'45"E  ALONG THE
24        EASEMENT LINE A DISTANCE OF 270.76 FEET TO AN  IRON  PIN;
25        THENCE, S29° 05'13"E ALONG THE EASEMENT LINE A DISTANCE OF
26        140.63 FEET TO AN IRON PIN; THENCE, S44° 58'33"W ALONG THE
27        EASEMENT  LINE  A DISTANCE OF 268.58 FEET TO AN IRON PIN;
28        THENCE, S05° 01'56"E ALONG THE EASEMENT LINE A DISTANCE OF
29        228.73 FEET TO AN IRON PIN; THENCE, S65° 36'08"W ALONG THE
30        EASEMENT LINE A DISTANCE OF 79.03 FEET TO  AN  IRON  PIN;
31        THENCE, S01° 45'38"W ALONG THE EASEMENT LINE A DISTANCE OF
32        67.29  FEET  TO  AN  IRON PIN LOCATED AT THE INTERSECTION
33        WITH THE NORTH R.O.W.  LINE  OF  CEMETERY  ROAD;  THENCE,
34        S89° 54'53"E ALONG THE NORTHERLY R.O.W. LINE A DISTANCE OF
 
                            -18-           LRB9211198DJgcam05
 1        153.89 FEET TO AN IRON PIN; THENCE, N11° 39'38"E ALONG THE
 2        EASTERLY  EASEMENT  LINE  A DISTANCE OF 391.73 FEET TO AN
 3        IRON PIN; THENCE, N44° 53'07"E ALONG THE EASEMENT  LINE  A
 4        DISTANCE   OF   130.86  FEET  TO  AN  IRON  PIN;  THENCE,
 5        N00° 00'11"E A DISTANCE OF  131.73  FEET  TO  AN  EXISTING
 6        REINFORCEMENT  BAR;  THENCE;  N00° 00'11"E  A  DISTANCE OF
 7        148.55 FEET TO AN IRON PIN;THENCE, N08° 44'27"W ALONG  THE
 8        EASEMENT  LINE  A DISTANCE OF 266.45 FEET TO AN IRON PIN;
 9        THENCE, N08° 13'22"E ALONG THE EASEMENT LINE A DISTANCE OF
10        305.08 FEET TO AN IRON PIN; THENCE, N24° 29'54"E ALONG THE
11        EASEMENT LINE A DISTANCE OF 202.57 FEET TO AN  IRON  PIN;
12        THENCE, S73° 35'10"E ALONG THE EASEMENT LINE A DISTANCE OF
13        158.04 FEET TO AN IRON PIN; THENCE, N20° 27'57"E ALONG THE
14        EASEMENT  LINE  A  DISTANCE OF 58.70 FEET TO AN IRON PIN;
15        THENCE, N65° 18'27"W ALONG THE EASEMENT LINE A DISTANCE OF
16        138.22 FEET TO AN IRON PIN; THENCE, N19° 41'58"E ALONG THE
17        EASEMENT LINE A DISTANCE OF 66.62 FEET  TO  AN  IRON  PIN
18        BEING  THE INTERSECTION WITH THE SOUTHERLY R.O.W. LINE OF
19        FREMONT STREET; THENCE, N73° 36'39"W ALONG  THE  SOUTHERLY
20        R.O.W.  LINE  OF FREMONT STREET A DISTANCE OF 126.11 FEET
21        TO THE POINT OF BEGINNING, SAID PARCEL F CONTAINING 5.060
22        ACRES, MORE OR LESS; ALSO
23    PARCEL G (PERMANENT EASEMENT)
24        COMMENCING AT AN EXISTING REINFORCEMENT  BAR  LOCATED  AT
25        S00° 00'11'W  A  DISTANCE OF 30.00 FEET FROM THE SOUTHWEST
26        CORNER OF LOT 4 IN BLOCK 3 OF THE NORTHWEST  ADDITION  TO
27        THE VILLAGE OF ASHLAND; THENCE, N89° 59'49"W A DISTANCE OF
28        331.32  FEET  TO  AN  EXISTING REINFORCEMENT BAR; THENCE,
29        N00° 00'11"E A DISTANCE OF  157.00  FEET  TO  AN  EXISTING
30        REINFORCEMENT BAR TO BE HEREINAFTER KNOWN AS THE POINT OF
31        BEGINNING  OF PARCEL G; THENCE, S89° 59'49"E A DISTANCE OF
32        29.56 FEET TO AN IRON PIN AT THE  INTERSECTION  WITH  THE
33        EASEMENT  LINE;  THENCE,  N13° 10'52"W  ALONG THE EASEMENT
34        LINE A DISTANCE OF 85.69 FEET TO  AN  IRON  PIN;  THENCE,
 
                            -19-           LRB9211198DJgcam05
 1        N08° 44'27"W  ALONG  THE EASEMENT LINE A DISTANCE OF 65.89
 2        FEET TO AN IRON PIN; THENCE, S00° 00'11"W  A  DISTANCE  OF
 3        148.55  FEET  TO  THE  POINT  OF BEGINNING, SAID PARCEL G
 4        CONTAINING 0.045 ACRES, MORE OR LESS; ALSO
 5    PARCEL H (PERMANENT EASEMENT)
 6        COMMENCING AT AN EXISTING REINFORCEMENT  BAR  LOCATED  AT
 7        S00° 00'11"W  A  DISTANCE OF 30.00 FEET FROM THE SOUTHWEST
 8        CORNER OF LOT 4 IN BLOCK 3 OF THE NORTHWEST  ADDITION  TO
 9        THE VILLAGE OF ASHLAND; THENCE, N89° 59'49"W A DISTANCE OF
10        331.32  FEET  TO  AN  EXISTING REINFORCEMENT BAR; THENCE,
11        N00° 00'11"E A DISTANCE OF  157.00  FEET  TO  AN  EXISTING
12        REINFORCEMENT BAR TO BE HEREINAFTER KNOWN AS THE POINT OF
13        BEGINNING  OF PARCEL H; THENCE, S89° 59'49"E A DISTANCE OF
14        29.56 FEET TO AN IRON PIN BEING THE INTERSECTION  OF  THE
15        EASEMENT  LINE;  THENCE,  S12° 39'02"W  ALONG THE EASEMENT
16        LINE A DISTANCE OF 135.01 FEET TO AN  IRON  PIN;  THENCE,
17        N00° 00'11"E  A  DISTANCE  OF  131.73 FEET TO THE POINT OF
18        BEGINNING, SAID PARCEL H CONTAINING 0.045 ACRES, MORE  OR
19        LESS; ALSO
20    PARCEL I (PERMANENT EASEMENT)
21        COMMENCING  AT  AN  EXISTING  IRON PIN DESCRIBED ABOVE IN
22        PARCEL F BEING THE INTERSECTION OF THE NORTH  R.O.W  LINE
23        OF CEMETERY ROAD WITH THE WESTERLY EASEMENT LINE; THENCE,
24        S18° 00'15"E ACROSS CEMETERY ROAD A DISTANCE OF 63.12 FEET
25        TO AN IRON PIN LOCATED AT THE INTERSECTION WITH THE SOUTH
26        R.O.W.  LINE OF CEMETERY ROAD, TO BE HEREINAFTER KNOWN AS
27        THE POINT OF BEGINNING OF PARCEL I;  THENCE,  S38° 53'00"W
28        ALONG  THE  EASEMENT  LINE A DISTANCE OF 78.50 FEET TO AN
29        IRON PIN;THENCE, S71° 07'03"E ALONG THE  EASEMENT  LINE  A
30        DISTANCE   OF   98.61   FEET  TO  AN  IRON  PIN;  THENCE,
31        N30° 48'26"E ALONG THE EASEMENT LINE A DISTANCE OF  108.13
32        FEET  TO AN IRON PIN LOCATED AT THE INTERSECTION WITH THE
33        SOUTH R.O.W. LINE OF CEMETERY ROAD;  THENCE,  N89° 54'52"W
34        ALONG  THE  SOUTH R.O.W. LINE OF CEMETERY ROAD A DISTANCE
 
                            -20-           LRB9211198DJgcam05
 1        OF 99.40 FEET TO THE POINT OF BEGINNING OF PARCEL I, SAID
 2        PARCEL CONTAINING 0.190 ACRES, MORE OR LESS.

 3        (735 ILCS 5/7-103.101 new)
 4        Sec. 7-103.101. Quick-take; County of Monroe.  Quick-take
 5    proceedings  under  Section 7-103 may be used for a period of
 6    12 months after the effective date of this amendatory Act  of
 7    the  92nd  General  Assembly,  by  the  County  of Monroe, to
 8    acquire right-of-way for the proposed Rogers Street Extension
 9    project as follows:
10        A part of Tax lots 3-A and 3-B of U.S. Survey 720,  Claim
11        516,  in  Township  2  South,  Range  9  West  of the 3rd
12        Principal Meridian, Monroe County, Illinois, as shown  at
13        page  122  of  the Surveyor's Official Plat Record "A" in
14        the Recorder's office of  Monroe  County,  Illinois,  and
15        being more particularly described as follows, to wit:
16        BEGINNING  at  the  Southwest corner of Tax Lot 7 of U.S.
17        Survey 641, Claim 1645, Township 2 South, Range 9 West of
18        the 3rd Principal Meridian, Monroe County,  Illinois,  as
19        shown  at page 115 of the Surveyor's Official Plat Record
20        "A" in the Recorder's office of Monroe County,  Illinois;
21        thence  South  89  degrees 41 minutes 50 seconds East, an
22        assumed bearing along the South line of U.S. Survey  641,
23        Claim  1645  (said line also being the North line of U.S.
24        Survey 720, Claim 516), a distance of  80.00  feet  to  a
25        point;  thence  South  00  degrees  10 minutes 08 seconds
26        West, a distance of 72.49 feet to a point;  thence  South
27        00  degrees  49  minutes  52  seconds East, a distance of
28        103.44 feet to  a  point;  thence  North  89  degrees  10
29        minutes  08  seconds  East, a distance of 10.00 feet to a
30        point; thence South 00  degrees  49  minutes  52  seconds
31        East,  a distance of 140.00 feet to a point; thence North
32        89 degrees 10 minutes 08  seconds  East,  a  distance  of
33        10.00 feet to a point; thence South 00 degrees 49 minutes
 
                            -21-           LRB9211198DJgcam05
 1        52  seconds  East,  a  distance of 40.00 feet to a point;
 2        thence South 89 degrees 10 minutes  08  seconds  West,  a
 3        distance  of  10.00  feet  to  a  point;  thence South 00
 4        degrees 49 minutes 52 seconds East, a distance of  120.00
 5        feet  to  a  point; thence North 89 degrees 10 minutes 08
 6        seconds East, a distance of 5.00 feet to a point;  thence
 7        South  00  degrees 49 minutes 52 seconds East, a distance
 8        of 25.00 feet to a point;  thence  North  89  degrees  10
 9        minutes  08  seconds  East, a distance of 10.00 feet to a
10        point; thence South 00  degrees  49  minutes  52  seconds
11        East,  a  distance of 40.00 feet to a point; thence South
12        89 degrees 10 minutes 08  seconds  West,  a  distance  of
13        10.00 feet to a point; thence South 00 degrees 49 minutes
14        52  seconds  East,  a  distance of 85.00 feet to a point;
15        thence South 89 degrees 10 minutes  08  seconds  West,  a
16        distance of 5.00 feet to a point; thence South 00 degrees
17        49  minutes 52 seconds East, a distance of 700.00 feet to
18        a point; thence South 89 degrees 10  minutes  08  seconds
19        West,  a  distance of 10.00 feet to a point; thence South
20        00 degrees 49 minutes 52  seconds  East,  a  distance  of
21        228.94  feet  to  a  point; thence Southeasterly, along a
22        curve to the left having a radius of  19,097.61  feet,  a
23        delta  of 01 degrees 29 minutes 50 seconds, an arc length
24        of 499.06 feet, and a chord which bears South 01  degrees
25        34  minutes  48  seconds East, a chord distance of 499.05
26        feet to a point; thence South 02 degrees  19  minutes  43
27        seconds East, a distance of 60.17 feet to a point; thence
28        South  18  degrees 45 minutes 15 seconds East, a distance
29        of 58.28 feet to a point on  the  Northerly  right-of-way
30        line  of  Hamacher  Street  (45.00  feet  left of station
31        15+80.12) as  shown  on  the  PLAT  OF  RIGHT-OF-WAY  for
32        Hamacher  Street,  City of Waterloo, in Envelope 195-B in
33        the Recorder's office of Monroe County, Illinois;  thence
34        Southwesterly  along  said Northerly right-of-way line of
 
                            -22-           LRB9211198DJgcam05
 1        Hamacher Street along a  curve  to  the  right  having  a
 2        radius  of 3072.40 feet, a delta of 02 degrees 00 minutes
 3        54 seconds, an arc length of 108.05  feet,  and  a  chord
 4        which  bears South 77 degrees 54 minutes 14 seconds West,
 5        a chord distance of 108.05 feet to a  point  (45.00  feet
 6        left  of station 14+70.48); thence leaving said Northerly
 7        right-of-way line of Hamacher Street, North 02 degrees 19
 8        minutes 43 seconds West, a distance of 134.41 feet  to  a
 9        point;  thence  Northwesterly, along a curve to the right
10        having a radius of 19,187.61 feet, a delta of 01  degrees
11        29  minutes 50 seconds, an arc length of 501.41 feet, and
12        a chord which  bears  North  01  degrees  34  minutes  48
13        seconds West, a chord distance of 501.40 feet to a point;
14        thence  North  00  degrees  49 minutes 52 seconds West, a
15        distance of 978.94 feet  to  a  point;  thence  South  89
16        degrees  10  minutes 08 seconds West, a distance of 10.00
17        feet to a point; thence North 00 degrees  49  minutes  52
18        seconds West, a distance of 40.00 feet to a point; thence
19        North  89  degrees 10 minutes 08 seconds East, a distance
20        of 10.00 feet to a point;  thence  North  00  degrees  49
21        minutes  52  seconds West, a distance of 190.00 feet to a
22        point; thence South 89  degrees  10  minutes  08  seconds
23        West,  a  distance of 10.00 feet to a point; thence North
24        00 degrees 49 minutes 52  seconds  West,  a  distance  of
25        40.00 feet to a point; thence North 89 degrees 10 minutes
26        08  seconds  East,  a  distance of 10.00 feet to a point;
27        thence North 00 degrees 49 minutes  52  seconds  West,  a
28        distance  of  30.00  feet  to  a  point;  thence North 89
29        degrees 10 minutes 08 seconds East, a distance  of  10.00
30        feet  to  a  point; thence North 00 degrees 49 minutes 52
31        seconds West, a distance  of  204.14  feet  to  a  point;
32        thence  North  00  degrees  10 minutes 08 seconds East, a
33        distance  of  73.37  feet  to  the  POINT  OF  BEGINNING,
34        containing 208,032 square feet more  or  less,  or  4.776
 
                            -23-           LRB9211198DJgcam05
 1        acres more or less.

 2        Section  99.  Effective date.  This Act takes effect upon
 3    becoming law.".

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