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92_HB4090enr HB4090 Enrolled LRB9211198DJmg 1 AN ACT in relation to property. 2 Be it enacted by the People of the State of Illinois, 3 represented in the General Assembly: 4 Section 5. The Code of Civil Procedure is amended by 5 adding Sections 7-103.97, 7-103.98, 7-103.99, 7-103.100, and 6 7-103.101 as follows: 7 (735 ILCS 5/7-103.97 new) 8 Sec. 7-103.97. Quick-take; Village of Baylis. Quick-take 9 proceedings under Section 7-103 may be used for a period of 10 12 months after the effective date of this amendatory Act of 11 the 92nd General Assembly by the Village of Baylis for the 12 acquisition of the following described property for the 13 purpose of constructing a sewer project: 14 A part of the North One-Half of the Northwest Quarter of 15 the Southeast Quarter of Section Seven (7), Township Four 16 (4) South, Range Four (4) West of the New Salem Township, 17 Pike County, Illinois specifically described as follows: 18 COMMENCING: At a point of beginning 540.35 feet South 00 19 degrees 33 minutes 30 seconds West of center of Section 20 Seven (7), Township Four (4) South, Range Four (4) West 21 of the New Salem Township, Pike County, Illinois, Thence 22 1,481.74 feet North 64 degrees 56 minutes 58 seconds East 23 Thence 800.0 feet North 90 degrees 00 minutes 00 seconds 24 West Thence 172.61 feet North 00 degrees 33 minutes 30 25 seconds East to the point of beginning, said area to 26 contain 15.00 acres. 27 PROPOSED ACCESS RIGHT OF WAY: Fifty (50) feet wide by 28 Three hundred eighty six and 77 hundreds feet, said area 29 containing 0.44 Acres more or less. 30 (735 ILCS 5/7-103.98 new) HB4090 Enrolled -2- LRB9211198DJmg 1 Sec. 7-103.98. Quick-take; County of Lake. Quick-take 2 proceedings under Section 7-103 may be used for a period of 3 12 months after the effective date of this amendatory Act of 4 the 92nd General Assembly, by the County of Lake, for the 5 acquisition of the following described property as necessary 6 right-of-way to complete the improvement of County Highway 45 7 (Washington Street) from Route 45 to Hunt Club Road: 8 PARCEL 014 9 THAT PART OF COMMON ELEMENT IN THE TOWN HOMES OF WOODLAND 10 HILLS CONDOMINIUM, PHASE 1B, AS DELINEATED ON THE SURVEY 11 OF PART OF THE WEST HALF OF THE SOUTHEAST QUARTER OF 12 SECTION 20, TOWNSHIP 45 NORTH, RANGE 11, EAST OF THE 13 THIRD PRINCIPAL MERIDIAN, IN LAKE COUNTY, ILLINOIS, 14 DESCRIBED AS FOLLOWS: 15 COMMENCING AT THE SOUTHEAST CORNER OF THE WIDENING OF 16 WASHINGTON STREET RECORDED APRIL 15, 1985 AS DOCUMENT NO. 17 2348877, BEING ALSO THE POINT OF INTERSECTION OF A LINE 18 DRAWN 15.240 METERS (50.00 FEET) SOUTH OF AND PARALLEL 19 WITH THE EAST-WEST CENTERLINE OF SAID SECTION 20, WITH 20 THE EAST LINE OF SAID WEST HALF OF THE SOUTHEAST QUARTER 21 OF SECTION 20; THENCE WEST ALONG SAID PARALLEL LINE, ON 22 AN ASSUMED BEARING OF NORTH 89 DEGREES 49 MINUTES 09 23 SECONDS WEST, A DISTANCE OF 151.292 METERS (493.08 FEET) 24 TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 89 25 DEGREES 49 MINUTES 09 SECONDS WEST, A DISTANCE OF 73.395 26 METERS (240.80 FEET); THENCE ON THE ARC OF A CURVE TO THE 27 LEFT, SAID CURVE HAVING A RADIUS OF 7.620 METERS (25.00 28 FEET) AND THE CHORD BEARING OF SOUTH 45 DEGREES 10 29 MINUTES 51 SECONDS WEST, AN ARC DISTANCE OF 11.969 METERS 30 (39.27 FEET); THENCE SOUTH 00 DEGREES 10 MINUTES 51 31 SECONDS WEST, A DISTANCE OF 6.614 METERS (21.70 FEET); 32 THENCE ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE 33 HAVING A RADIUS OF 63.514 METERS (208.38 FEET) AND THE 34 CHORD BEARING OF SOUTH 11 DEGREES 55 MINUTES 52 SECONDS HB4090 Enrolled -3- LRB9211198DJmg 1 EAST, AN ARC DISTANCE OF 26.853 METERS (88.10 FEET) TO 2 THE POINT OF REVERSE CURVATURE; THENCE ON THE ARC OF A 3 CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 241.176 4 METERS (791.26 FEET) AND THE CHORD BEARING OF SOUTH 22 5 DEGREES 33 MINUTES 41 SECONDS EAST, AN ARC DISTANCE OF 6 12.473 METERS (40.92 FEET); THENCE SOUTH 89 DEGREES 49 7 MINUTES 30 SECONDS EAST, A DISTANCE OF 70.607 METERS 8 (231.65 FEET); THENCE NORTH 00 DEGREES 10 MINUTES 30 9 SECONDS EAST, A DISTANCE OF 51.789 METERS (169.91 FEET) 10 TO THE POINT OF BEGINNING. 11 SAID PARCEL CONTAINING 0.4043 HECTARE (0.999 ACRE), MORE 12 OR LESS. 13 PERMANENT INDEX NUMBER: 07-20-400-032 THRU -049. 14 PARCEL 017 15 THE SOUTH 18.288 METERS (60.00 FEET) OF THE EAST HALF 16 (EXCEPT THE EAST 203.912 METERS (669.00 FEET) OF THE 17 NORTHEAST QUARTER SECTION) OF THE FOLLOWING PARCEL (TAKEN 18 AS A TRACT): THE NORTHEAST QUARTER (EXCEPT EAST 22 RODS 19 AND THE WEST 60 RODS THEREOF) OF SECTION 20, TOWNSHIP 45 20 NORTH, RANGE 11, EAST OF THE THIRD PRINCIPAL MERIDIAN, IN 21 LAKE COUNTY, ILLINOIS. 22 SAID PARCEL CONTAINING 0.2206 HECTARE (0.545 ACRE), MORE 23 OR LESS, OF WHICH 0.1471 HECTARE (0.363 ACRE), MORE OR 24 LESS, WAS PREVIOUSLY USED FOR HIGHWAY PURPOSES. 25 PERMANENT INDEX NUMBER: 07-20-200-003. 26 PARCEL 019 27 THE SOUTH 18.288 METERS (60.00 FEET) OF THE EAST 155.144 28 METERS (509.00 FEET) (EXCEPT EAST 22 RODS THEREOF) OF THE 29 NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 45 NORTH, RANGE 30 11, EAST OF THE THIRD PRINCIPAL MERIDIAN, IN LAKE COUNTY, 31 ILLINOIS. 32 SAID PARCEL CONTAINING 0.0814 HECTARE (0.201 ACRE), MORE 33 OR LESS, OF WHICH 0.0546 HECTARE (0.135 ACRE), MORE OR 34 LESS, WAS PREVIOUSLY USED FOR HIGHWAY PURPOSES. HB4090 Enrolled -4- LRB9211198DJmg 1 PERMANENT INDEX NUMBER: 07-20-200-003. 2 (735 ILCS 5/7-103.99 new) 3 Sec. 7-103.99. Quick-take; Village of Bartlett. 4 Quick-take proceedings under Section 7-103 may be used for a 5 period of 12 months after the effective date of this 6 amendatory Act of the 92nd General Assembly by the Village of 7 Bartlett for the acquisition of the following described 8 easements for the purpose of the construction of an asphalt 9 bicycle and multi-purpose public path: 10 1. PERMANENT EASEMENT. A permanent easement appurtenant, 11 20 feet to 30 feet in width, over, upon, across, through 12 and under that portion of the Alperin Property legally 13 described as follows: 14 Parcel 1: 15 That part of the East Half of the Northwest Quarter of 16 Section Thirty-Three, Township Forty-One North, Range 17 Nine, East of the Third Principal Meridian, bounded and 18 described as follows: Commencing at the Southwest corner 19 of the East Half of the Northwest Quarter of said Section 20 Thirty-Three; thence North 00 degrees 26 minutes 35 21 seconds East, being an assumed bearing on the West line 22 of the East Half of the Northwest Quarter of said Section 23 Thirty-Three, a distance of 1273.66 feet; thence South 89 24 degrees 33 minutes 25 seconds East, perpendicular to the 25 last described West line, a distance of 40.0 feet to the 26 point of beginning; thence continuing South 89 degrees 33 27 minutes 25 seconds East, on said perpendicular line, a 28 distance of 20.0 feet; thence South 00 degrees 26 minutes 29 35 seconds West, on a line 60.0 feet East of and parallel 30 with the West line of the East Half of the Northwest 31 Quarter of said Section Thirty-Three, a distance of 949.0 32 feet; thence South 89 degrees 33 minutes 25 seconds East, 33 perpendicular to the last described West line, a distance HB4090 Enrolled -5- LRB9211198DJmg 1 of 10.0 feet; thence South 00 degrees 26 minutes 35 2 seconds West, on a line 70.0 feet East of and parallel 3 with the West line of the East Half of the Northwest 4 Quarter of said Section Thirty-Three, a distance of 5 323.28 feet to the South line of the East Half of the 6 Northwest Quarter of said Section Thirty-Three; thence 7 South 89 degrees 18 minutes, 39 seconds West, on the last 8 described South line, a distance of 30.01 feet; thence 9 North 00 degrees 26 minutes 35 seconds East, on a line 10 40.0 feet East of and parallel with West line of the East 11 Half of the Northwest Quarter of said Section 12 Thirty-Three, a distance of 1272.87 feet to the point of 13 beginning, all in Cook County, Illinois. 14 Parcel 2: 15 That part of the East Half of the Northwest Quarter of 16 Section Thirty-Three, Township Forty-One North, Range 17 Nine, East of the Third Principal Meridian, bounded and 18 described as follows: Commencing at the Northwest corner 19 of the East Half of the Northwest Quarter of said Section 20 Thirty-Three; thence North 89 degrees 23 minutes 39 21 seconds East, being an assumed bearing on the North line 22 of the East Half of the Northwest Quarter of said Section 23 Thirty-Three, a distance of 40.0 feet to the point of 24 beginning; thence continuing North 89 degrees 23 minutes 25 39 seconds East, on the last described North line, a 26 distance of 20.0 feet; thence South 00 degrees 26 minutes 27 35 seconds West, on a line 60.0 feet East of and parallel 28 with the West line of the East Half of the Northwest 29 Quarter of said Section Thirty-Three, a distance of 30 1392.66 feet; thence North 89 degrees 33 minutes 25 31 seconds West, perpendicular to the last described West 32 line, a distance of 20.0 feet; thence North 00 degrees 26 33 minutes 35 seconds East, on a line 40.0 feet East of and 34 parallel with the West line of the East Half of the HB4090 Enrolled -6- LRB9211198DJmg 1 Northwest Quarter of said Section Thirty-Three, a 2 distance of 1392.29 feet to the point of beginning, 3 excepting therefrom that part described as follows: 4 Commencing at the Northwest corner of the East Half of 5 the Northwest Quarter of said Section Thirty-Three; 6 thence South 00 degrees 26 minutes 35 seconds West, on 7 the West line of the East Half of the Northwest Quarter 8 of said Section Thirty-Three, a distance of 453.71 feet 9 to the North right-of-way line of the Chicago, Milwaukee, 10 St. Paul and Pacific Railroad; thence South 79 degrees 38 11 minutes 52 seconds East, on said North railroad 12 right-of-way line, a distance of 40.61 feet to the point 13 of beginning for said exception; thence continuing South 14 79 degrees 38 minutes 52 seconds East, on said North 15 railroad right-of-way line, a distance of 20.30 feet; 16 thence South 00 degrees 26 minutes 35 seconds West, on a 17 line 60.0 feet East of and parallel with the West line of 18 the East Half of the Northwest Quarter of said Section 19 Thirty-Three, a distance of 101.51 feet to the South 20 right-of-way line of said railroad; thence North 79 21 degrees 38 minutes 52 seconds West, on said South 22 railroad right-of-way line, a distance of 20.30 feet; 23 thence North 00 degrees 26 minutes 35 seconds East, on a 24 line 40.0 feet East of and parallel with the West line of 25 the East Half of the Northwest Quarter of said Section 26 Thirty-Three, a distance of 101.51 feet to the point of 27 beginning, all in Cook County, Illinois. 28 (the "Permanent Easement Parcels") for the purpose of 29 constructing, maintaining, repairing, replacing, gaining 30 access to and use by the public of a 12 foot + / - wide, 31 asphalt multi-purpose path. 32 2. ACCESS EASEMENT. A non-exclusive easement 33 appurtenant, 25 feet to 27 feet in width, over, upon and HB4090 Enrolled -7- LRB9211198DJmg 1 across that portion of the Alperin Property legally 2 described as follows: 3 Parcel 1: 4 That part of the East Half of the Northwest Quarter of 5 Section Thirty-Three, Township Forty-One North, Range 6 Nine, East of the Third Principal Meridian, bounded and 7 described as follows: Commencing at the Southwest corner 8 of the East Half of the Northwest Quarter of said Section 9 Thirty-Three; thence North 00 degrees 26 minutes 35 10 seconds East, being an assumed bearing on the West line 11 of the East Half of the Northwest Quarter of said Section 12 Thirty-Three, a distance of 1273.66 feet; thence South 89 13 degrees 33 minutes 25 seconds East, perpendicular to the 14 last described West line, a distance of 13.11 feet to the 15 point of beginning; thence continuing South 89 degrees 33 16 minutes 25 seconds East, on said perpendicular line, a 17 distance of 26.89 feet; thence South 00 degrees 26 18 minutes 35 seconds West, on a line 40.0 feet East of and 19 parallel with the West line of the East Half of the 20 Northwest Quarter of said Section Thirty-Three, a 21 distance of 1243.53 feet to a point on a curve concave to 22 the Northeast and having a radius of 45.87 feet; thence 23 Northwesterly 43.45 feet on the arc of the aforementioned 24 curve, having a chord bearing of North 26 degrees 46 25 minutes 35 seconds West and a chord distance of 41.84 26 feet; thence North 00 degrees 21 minutes 44 seconds East, 27 a distance of 310.0 feet; thence North 1 degree 18 28 minutes 37 seconds West, a distance of 238.87 feet; 29 thence North 00 degrees 26 minutes 07 seconds East, a 30 distance of 383.83 feet; thence North 00 degrees 27 31 minutes 07 seconds East, a distance of 273.74 feet to the 32 point of beginning, all in Cook County, Illinois. 33 Parcel 2: HB4090 Enrolled -8- LRB9211198DJmg 1 That part of the East Half of the Northwest Quarter of 2 Section Thirty-Three, Township Forty-One North, Range 3 Nine, East of the Third Principal Meridian, bounded and 4 described as follows: Commencing at the Northwest corner 5 of the East Half of the Northwest Quarter of said Section 6 Thirty-Three; thence North 89 degrees 23 minutes 39 7 seconds East, being an assumed bearing on the North line 8 of the East Half of the Northwest Quarter of said Section 9 Thirty-Three, a distance of 40.0 feet to the point of 10 beginning; thence South 00 degrees 26 minutes 35 seconds 11 West, on a line 40.0 feet East of and parallel with the 12 West line of the East Half of the Northwest Quarter of 13 said Section Thirty-Three, a distance of 1392.29 feet; 14 thence North 89 degrees 33 minutes 25 seconds West, 15 perpendicular to the last described West line, a distance 16 of 26.89 feet; thence North 00 degrees 27 minutes 07 17 seconds East, a distance of 9.53 feet; thence North 00 18 degrees 10 minutes 41 seconds East, a distance of 216.59 19 feet; thence North 00 degrees 51 minutes 33 seconds East, 20 a distance of 154.56 feet; thence North 00 degrees 24 21 minutes 25 seconds East, a distance of 260.39 feet; 22 thence North 00 degrees 21 minutes 48 seconds East, a 23 distance of 144.80 feet; thence North 00 degrees 04 24 minutes 10 seconds West, a distance of 21.74 feet; thence 25 North 00 degrees 41 minutes 33 seconds East, a distance 26 of 50.42 feet; thence North 00 degrees 03 minutes 26 27 seconds East, a distance of 44.54 feet; thence North 00 28 degrees 51 minutes 20 seconds East, a distance of 84.53 29 feet; thence North 1 degree 41 minutes 45 seconds East, a 30 distance of 291.25 feet; thence North 00 degrees 56 31 minutes 03 seconds East, a distance of 113.65 feet to the 32 North line of the East Half of the Northwest Quarter of 33 said Section Thirty-Three; thence North 89 degrees 23 34 minutes 39 seconds East, on the last described North HB4090 Enrolled -9- LRB9211198DJmg 1 line, a distance of 19.47 feet to the point of beginning, 2 excepting therefrom that part falling within the 100.0 3 foot wide right-of-way of the Chicago, Milwaukee, St. 4 Paul and Pacific Railroad, all in Cook County, Illinois. 5 (the "Access Easement Parcels") for the purpose of 6 providing access to the public from the center of 7 Naperville Road to the bicycle/multi-purpose asphalt path 8 that will be constructed on the Permanent Easement. 9 3. CONSTRUCTION EASEMENT. A temporary construction 10 easement, 57 feet to 67 feet in width, over, upon, 11 across, through and under that portion of the Alperin 12 Property legally described as follows: 13 Parcel 1: 14 That part of the East Half of the Northwest Quarter of 15 Section Thirty-Three, Township Forty-One North, Range 16 Nine, East of the Third Principal Meridian, bounded and 17 described as follows: Commencing at the Southwest corner 18 of the East Half of the Northwest Quarter of said Section 19 Thirty-Three; thence North 00 degrees 26 minutes 35 20 seconds East, being an assumed bearing on the West line 21 of the East Half of the Northwest Quarter of said Section 22 Thirty-Three, a distance of 1273.66 feet; thence South 89 23 degrees 33 minutes 25 seconds East, perpendicular to the 24 last described West line, a distance of 13.11 feet to the 25 point of beginning; thence continuing South 89 degrees 33 26 minutes 25 seconds East, on said perpendicular line, a 27 distance of 56.89 feet; thence South 00 degrees 26 28 minutes 35 seconds West, on a line 70.0 feet East of and 29 parallel with the West line of the East Half of the 30 Northwest Quarter of said Section Thirty-Three, a 31 distance of 939.0 feet; thence South 89 degrees 33 32 minutes 25 seconds East, perpendicular to the last 33 described West line, a distance of 10.0 feet; thence HB4090 Enrolled -10- LRB9211198DJmg 1 South 00 degrees 26 minutes 35 seconds West, on a line 2 80.0 feet East of and parallel with the West line of the 3 East Half of the Northwest Quarter of said Section 4 Thirty-Three, a distance of 313.12 feet; thence North 89 5 degrees 33 minutes 25 seconds West, a distance of 13.27 6 feet to a point of curve; thence Northwesterly 71.99 feet 7 on the arc of a curve, concave to the Northeast, having a 8 radius of 45.87 feet with a chord bearing of North 44 9 degrees 35 minutes 51 seconds West and a chord distance 10 of 64.82 feet; thence North 00 degrees 21 minutes 44 11 seconds East, a distance of 310.0 feet; thence North 1 12 degree 18 minutes 37 seconds West, a distance of 238.87 13 feet; thence North 00 degrees 26 minutes 07 seconds East, 14 a distance of 383.83 feet; thence North 00 degrees 27 15 minutes 07 seconds East, a distance of 273.74 feet to the 16 point beginning, all in Cook County, Illinois. 17 Parcel 2: 18 That part of the East Half of the Northwest Quarter of 19 Section Thirty-Three, Township Forty-One North, Range 20 Nine, East of the Third Principal Meridian, bounded and 21 described as follows: Commencing at the Northwest corner 22 of the East Half of the Northwest Quarter of said Section 23 Thirty-Three; thence North 89 degrees 23 minutes 39 24 seconds East, being an assumed bearing on the North line 25 of the East Half of the Northwest Quarter of said Section 26 Thirty-Three, a distance of 70.0 feet to the point of 27 beginning; thence South 00 degrees 26 minutes 35 seconds 28 West, on a line 70.0 feet East of and parallel with the 29 West line of the East Half of the Northwest Quarter of 30 said Section Thirty-Three, a distance of 1392.84 feet; 31 thence North 89 degrees 33 minutes 25 seconds West, 32 perpendicular to the last described West line, a distance 33 of 56.89 feet; thence North 00 degrees 27 minutes 07 34 seconds East, a distance of 9.53 feet; thence North 00 HB4090 Enrolled -11- LRB9211198DJmg 1 degrees 10 minutes 41 seconds East, a distance of 216.59 2 feet; thence North 00 degrees 51 minutes 33 seconds East, 3 a distance of 154.56 feet; thence North 00 degrees 24 4 minutes 25 seconds East, a distance of 260.39 feet; 5 thence North 00 degrees 21 minutes 48 seconds East, a 6 distance of 144.80 feet; thence North 00 degrees 04 7 minutes 10 seconds West, a distance of 21.74 feet; thence 8 North 00 degrees 41 minutes 33 seconds East, a distance 9 of 50.42 feet; thence North 00 degrees 03 minutes 26 10 seconds East, a distance of 44.54 feet; thence North 00 11 degrees 51 minutes 20 seconds East, a distance of 84.53 12 feet; thence North 1 degree 41 minutes 45 seconds East, a 13 distance of 291.25 feet; thence North 00 degrees 56 14 minutes 03 seconds East, a distance of 113.65 feet to the 15 North line of the East Half of the Northwest Quarter of 16 said Section Thirty-Three; thence North 89 degrees 23 17 minutes 39 seconds East, on the last described North 18 line, a distance of 49.47 feet to the point of beginning, 19 excepting therefrom that part falling within the 100.0 20 foot wide right-of-way of the Chicago, Milwaukee, St. 21 Paul and Pacific Railroad, all in Cook County, Illinois. 22 (the "Temporary Construction Easement Parcels") for the 23 construction and installation of an asphalt, 24 bicycle/multi-purpose path and the restoration of all 25 areas affected and disturbed by said construction as soon 26 as reasonably practical and weather permitting, but in 27 all events all such work shall be completed within 364 28 days after said easement is granted by court order or 29 decree. 30 (735 ILCS 5/7-103.100 new) 31 Sec. 7-103.100. Quick-take; Illinois Department of 32 Natural Resources. 33 (a) Quick-take proceedings under Section 7-103 may be HB4090 Enrolled -12- LRB9211198DJmg 1 used for a period of 24 months after the effective date of 2 this amendatory Act of the 92nd General Assembly by the 3 Illinois Department of Natural Resources for the acquisition 4 of the following described property for the purpose of flood 5 control: 6 NINE (9) TRACTS OF LAND, HEREINAFTER DESCRIBED AS 7 PARCELS, BEING ONE PARCEL FOR FEE SIMPLE TITLE AND EIGHT 8 (8) PARCELS FOR PERMANENT EASEMENTS, ALL BEING LOCATED IN 9 SECTIONS 28 AND 29, T17N-R8W OF THE 3RD PRINCIPAL 10 MERIDIAN AND ALL BEING DESCRIBED AS FOLLOWS: 11 PARCEL A (FEE SIMPLE TITLE) 12 COMMENCING AT AN EXISTING STONE BEING THE NORTHEAST 13 CORNER OF SECTION 29, T17N-R8W OF THE 3RD PRINCIPAL 14 MERIDIAN; THENCE, S00° 17'58"E BEING THE EAST LINE OF SAID 15 SECTION 29, A DISTANCE OF 2456.35 FEET TO A PK NAIL 16 DRIVEN IN THE PAVEMENT; THENCE, N89° 48'00"E A DISTANCE OF 17 32.99 FEET TO THE INTERSECTION WITH A CONCRETE HIGHWAY 18 R.O.W. MONUMENT (DAMAGED) LYING ON THE EASTERLY R.O.W. 19 LINE OF 3 MILE LANE TO BE HEREINAFTER KNOWN AS THE POINT 20 OF BEGINNING OF PARCEL A; THENCE, S51° 22'44"E A DISTANCE 21 OF 33.50 FEET TO AN IRON PIN; THENCE, N89° 04'24"E A 22 DISTANCE OF 1025.09 FEET TO AN IRON PIN; THENCE, 23 S87° 13'56"E A DISTANCE OF 306.24 FEET TO AN IRON PIN; 24 THENCE, S79° 29'07"E A DISTANCE OF 311.29 FEET TO AN IRON 25 PIN LYING ON THE INTERSECTION WITH THE NORTHERLY R.O.W. 26 LINE OF IL. RTE. 125; THENCE, N81° 59'11"W ALONG THE 27 NORTHERLY R.O.W. LINE OF IL. RTE. 125 A DISTANCE OF 28 243.13 FEET TO AN IRON PIN; THENCE, S89° 48'00"W ALONG 29 SAID NORTHERLY R.O.W. LINE OF IL. RTE. 125 A DISTANCE OF 30 1396.06 FEET TO AN IRON PIN; THENCE, N29° 15'08"W ALONG 31 THE NORTHERLY R.O.W. LINE OF IL. RTE. 125 A DISTANCE OF 32 53.76 FEET TO THE POINT OF BEGINNING, SAID PARCEL A 33 CONTAINING 1.046 ACRES, MORE OR LESS; ALSO 34 PARCEL B (PERMANENT EASEMENT) HB4090 Enrolled -13- LRB9211198DJmg 1 COMMENCING AT AN EXISTING STONE BEING THE NORTHEAST 2 CORNER OF SECTION 29, T17N-R8W OF THE 3RD PRINCIPAL 3 MERIDIAN; THENCE, S00° 17'58"E BEING THE EAST LINE OF SAID 4 SECTION 29, A DISTANCE OF 2456.35 FEET TO A PK NAIL 5 DRIVEN IN THE PAVEMENT; THENCE, N89° 48'00"E A DISTANCE OF 6 32.99 FEET TO THE INTERSECTION WITH A CONCRETE HIGHWAY 7 R.O.W. MONUMENT (DAMAGED) LYING ON THE EASTERLY R.O.W. 8 LINE OF 3 MILE LANE TO BE HEREINAFTER KNOWN AS THE POINT 9 OF BEGINNING OF PARCEL B; THENCE, S51° 22'44"E A DISTANCE 10 OF 33.50 FEET TO AN IRON PIN; THENCE, N89° 04'24"E A 11 DISTANCE OF 112.73 FEET TO AN IRON PIN; THENCE, 12 N44° 49'15"E A DISTANCE OF 343.99 FEET TO AN IRON PIN; 13 THENCE N17° 37'15"W A DISTANCE OF 223.84 FEET TO AN IRON 14 PIN; THENCE, S47° 06'00"W A DISTANCE OF 428.80 FEET TO AN 15 IRON PIN LOCATED AT THE INTERSECTION WITH THE EASTERLY 16 R.O.W. LINE OF 3 MILE LANE; THENCE, S00° 12'00"E ALONG THE 17 EASTERLY R.O.W. LINE OF 3 MILE LANE A DISTANCE OF 146.36 18 FEET TO THE POINT OF BEGINNING, SAID PARCEL B CONTAINING 19 2.108 ACRES, MORE OR LESS; ALSO 20 PARCEL C (PERMANENT EASEMENT) 21 COMMENCING AT AN EXISTING STONE BEING THE NORTHEAST 22 CORNER OF SECTION 29, T17N-R8W OF THE 3RD PRINCIPAL 23 MERIDIAN; THENCE, S00° 17'58"E BEING THE EAST LINE OF SAID 24 SECTION 29, A DISTANCE OF 2456.35 FEET TO A PK NAIL 25 DRIVEN IN THE PAVEMENT; THENCE S89° 48'00"W A DISTANCE OF 26 27.01 FEET TO THE INTERSECTION WITH A CONCRETE HIGHWAY 27 R.O.W. MONUMENT LYING ON THE WESTERLY R.O.W. LINE OF 3 28 MILE LANE TO BE HEREINAFTER KNOWN AS THE POINT OF 29 BEGINNING FOR PARCEL C; THENCE, N00° 12'00"W ALONG THE 30 WESTERLY R.O.W. LINE OF 3 MILE LANE A DISTANCE OF 16.25 31 FEET TO AN IRON PIN; THENCE, N46° 47'54"W A DISTANCE OF 32 84.98 FEET TO AN IRON PIN; THENCE, S47° 52'31"W A DISTANCE 33 OF 73.09 FEET TO AN IRON PIN; THENCE, S29° 59'17"E A 34 DISTANCE OF 72.48 FEET TO THE INTERSECTION WITH AN IRON HB4090 Enrolled -14- LRB9211198DJmg 1 PIN ON THE NORTHERLY R.O.W. LINE OF IL. RTE. 125; THENCE, 2 N64° 57'00"E ALONG THE NORTHERLY R.O.W. LINE OF IL. RTE. 3 125 A DISTANCE OF 88.29 FEET TO THE POINT OF BEGINNING, 4 SAID PARCEL C CONTAINING 0.166 ACRES, MORE OR LESS; ALSO 5 PARCEL D (PERMANENT EASEMENT) 6 COMMENCING AT AN EXISTING STONE BEING THE NORTHEAST 7 CORNER OF SECTION 29, T17N-R8W OF THE 3RD PRINCIPAL 8 MERIDIAN; THENCE, S00° 17'58"E ALONG THE EAST LINE OF 9 SECTION 29 A DISTANCE OF 2633.53 FEET TO A PK NAIL DRIVEN 10 INTO THE PAVEMENT BEING AN INTERSECTION WITH THE SOUTH 11 R.O.W. LINE, AS EXTENDED, OF IL. RTE. 125; THENCE, 12 S89° 48'00"W ALONG THE SOUTH R.O.W. LINE OF SAID IL. RTE. 13 125 A DISTANCE OF 107.69 FEET TO AN IRON PIN TO BE 14 HEREINAFTER KNOWN AS THE EASTERLY PERMANENT EASEMENT LINE 15 AND THE POINT OF BEGINNING FOR PARCEL D; THENCE 16 S89° 48'00"W ALONG THE SOUTH R.O.W. LINE OF IL. RTE. 125 A 17 DISTANCE OF 81.06 FEET TO A POINT LOCATED AT THE 18 INTERSECTION WITH THE CENTERLINE OF AN EXISTING DITCH; 19 THENCE, S55° 58'52"W ALONG THE CENTERLINE OF THE DITCH A 20 DISTANCE OF 209.47 FEET TO A POINT; THENCE, S53° 45'52"W 21 ALONG THE CENTERLINE OF THE DITCH A DISTANCE OF 365.47 22 FEET TO A POINT; THENCE, S65° 19'43"W ALONG THE CENTERLINE 23 OF THE DITCH A DISTANCE OF 113.11 FEET TO A POINT; 24 THENCE, S30° 34'40"W ALONG THE CENTERLINE OF THE DITCH A 25 DISTANCE OF 75.27 FEET TO A POINT; THENCE, S12° 53'03"W 26 ALONG THE CENTERLINE OF THE DITCH A DISTANCE OF 116.75 27 FEET TO A POINT; THENCE, S08° 04'16"E ALONG THE CENTERLINE 28 OF THE DITCH A DISTANCE OF 168.20 FEET TO A POINT; 29 THENCE, S27° 51'33"W ALONG THE CENTERLINE OF THE DITCH A 30 DISTANCE OF 46.96 FEET TO A POINT; THENCE, S65° 24'06"W 31 ALONG THE CENTERLINE OF THE DITCH A DISTANCE OF 67.97 32 FEET TO A POINT; THENCE, S36° 00'49"W ALONG THE CENTERLINE 33 OF THE DITCH A DISTANCE OF 59.69 FEET TO A POINT; THENCE, 34 S85° 46'17"W ALONG THE CENTERLINE OF THE DITCH A DISTANCE HB4090 Enrolled -15- LRB9211198DJmg 1 OF 69.25 FEET TO A POINT; THENCE, S54° 45'52"W ALONG THE 2 CENTERLINE OF THE DITCH A DISTANCE OF 98.13 FEET TO A 3 POINT; THENCE, S87° 00'39"W ALONG THE CENTERLINE OF THE 4 DITCH A DISTANCE OF 40.02 FEET TO A POINT; THENCE, 5 S28° 51'55"W ALONG THE CENTERLINE OF THE DITCH A DISTANCE 6 OF 21.60 FEET TO A POINT ALSO BEING THE INTERSECTION WITH 7 THE NORTHERLY R.O.W. LINE OF FREMONT STREET; THENCE, 8 S73° 36'39"E ALONG THE NORTHERLY R.O.W. LINE OF FREMONT 9 STREET A DISTANCE OF 66.26 FEET TO AN IRON PIN, ALSO 10 BEING THE INTERSECTION WITH THE EASTERLY EASEMENT LINE; 11 THENCE, N69° 11'51"E ALONG THE EASTERLY EASEMENT LINE A 12 DISTANCE OF 259.39 FEET TO AN IRON PIN ; THENCE, 13 N29° 51'00"E ALONG THE EASTERLY EASEMENT LINE A DISTANCE 14 OF 206.51 FEET TO AN IRON PIN; THENCE, N13° 03'29"W ALONG 15 THE EASTERLY EASEMENT LINE A DISTANCE OF 222.40 FEET TO 16 AN IRON PIN; THENCE, N54° 58'36"E ALONG THE EASTERLY 17 EASEMENT LINE A DISTANCE OF 797.16 FEET TO THE POINT OF 18 BEGINNING, SAID PARCEL D CONTAINING 1.878 ACRES, MORE OR 19 LESS; ALSO 20 PARCEL E (PERMANENT EASEMENT) 21 COMMENCING AT A PK NAIL DRIVEN INTO THE PAVEMENT BEING AN 22 INTERSECTION WITH THE SOUTH R.O.W. LINE OF SAID IL. RTE. 23 125, AS EXTENDED, AS PREVIOUSLY DESCRIBED IN PARCEL D; 24 THENCE, S89° 48'00"W ALONG THE SOUTH R.O.W. LINE OF IL. 25 RTE. 125 A DISTANCE OF 280.19 FEET TO AN IRON PIN ALSO 26 BEING THE INTERSECTION WITH THE WESTERLY EASEMENT LINE TO 27 BE HEREINAFTER KNOWN AS THE POINT OF BEGINNING FOR PARCEL 28 E; THENCE, S61° 41'32"W ALONG THE WESTERLY EASEMENT LINE A 29 DISTANCE OF 544.25 FEET TO AN IRON PIN; THENCE, 30 S27° 23'57"W ALONG THE WESTERLY EASEMENT LINE A DISTANCE 31 OF 309.17 FEET TO AN IRON PIN; THENCE, S10° 40'01"E ALONG 32 THE WESTERLY EASEMENT LINE A DISTANCE OF 197.30 FEET TO 33 AN IRON PIN; THENCE, S56° 43'56"W ALONG THE WESTERLY 34 EASEMENT LINE A DISTANCE OF 78.07 FEET TO AN IRON PIN; HB4090 Enrolled -16- LRB9211198DJmg 1 THENCE, N59° 23'46"W ALONG THE WESTERLY EASEMENT LINE A 2 DISTANCE OF 124.54 FEET TO AN IRON PIN; THENCE, 3 S38° 40'25"W ALONG THE WESTERLY EASEMENT LINE A DISTANCE 4 OF 253.15 FEET TO AN IRON PIN LOCATED AT THE NORTHERLY 5 R.O.W. LINE OF FREMONT STREET; THENCE, S73° 36'39"E ALONG 6 THE NORTHERLY R.O.W. LINE OF FREMONT STREET A DISTANCE OF 7 79.92 FEET TO A POINT LOCATED AT THE INTERSECTION WITH 8 THE CENTERLINE OF AN EXISTING DITCH; THENCE, N28° 51'55"E 9 ALONG THE CENTERLINE OF THE DITCH A DISTANCE OF 21.60 10 FEET TO A POINT; THENCE, N87° 00'39"E ALONG THE CENTERLINE 11 OF THE DITCH A DISTANCE OF 40.02 FEET TO A POINT; THENCE, 12 N54° 45'52"E ALONG THE CENTERLINE OF THE DITCH A DISTANCE 13 OF 98.13 FEET TO A POINT; THENCE, N85° 46'17"E ALONG THE 14 CENTERLINE OF THE DITCH A DISTANCE OF 69.25 FEET TO A 15 POINT; THENCE, N36° 00'49"E ALONG THE CENTERLINE OF THE 16 DITCH A DISTANCE OF 59.69 FEET TO A POINT; THENCE, 17 N65° 24'06"E ALONG THE CENTERLINE OF THE DITCH A DISTANCE 18 OF 67.97 FEET TO A POINT; THENCE, N27° 51'33"E ALONG THE 19 CENTERLINE OF THE DITCH A DISTANCE OF 46.96 FEET TO A 20 POINT; THENCE, N08° 04'16"W ALONG THE CENTERLINE OF THE 21 DITCH A DISTANCE OF 168.20 FEET TO A POINT; THENCE, 22 N12° 53'03"E ALONG THE CENTERLINE OF THE DITCH A DISTANCE 23 OF 116.75 FEET TO A POINT; THENCE, N30° 34'40"E ALONG THE 24 CENTERLINE OF THE DITCH A DISTANCE OF 75.27 FEET TO A 25 POINT; THENCE, N65° 19'43"E ALONG THE CENTERLINE OF THE 26 DITCH A DISTANCE OF 113.11 FEET TO A POINT; THENCE, 27 N53° 45'52"E ALONG THE CENTERLINE OF THE DITCH A DISTANCE 28 OF 365.47 FEET TO A POINT; THENCE, N55° 58'52"E ALONG THE 29 CENTERLINE OF THE DITCH A DISTANCE OF 209.47 FEET TO A 30 POINT LOCATED AT THE INTERSECTION WITH THE SOUTH R.O.W. 31 LINE OF IL. RTE. 125; THENCE, S89° 48'00"W ALONG SAID 32 SOUTH R.O.W. LINE OF IL. RTE. 125 A DISTANCE OF 91.44 33 FEET TO THE POINT OF BEGINNING, SAID PARCEL E CONTAINING 34 2.628 ACRES, MORE OR LESS; ALSO HB4090 Enrolled -17- LRB9211198DJmg 1 PARCEL F (PERMANENT EASEMENT) 2 COMMENCING AT AN IRON PIN BEING THE INTERSECTION OF THE 3 NORTH R.O.W. LINE OF FREMONT STREET AND THE WEST EASEMENT 4 LINE, AS PREVIOUSLY DESCRIBED IN PARCEL E; THENCE 5 S15° 35'22"W ACROSS SAID FREMONT STREET A DISTANCE OF 6 60.01 FEET TO AN IRON PIN BEING THE INTERSECTION OF THE 7 WESTERLY PERMANENT EASEMENT LINE AND THE SOUTHERLY R.O.W. 8 LINE OF FREMONT STREET TO BE HEREINAFTER KNOWN AS THE 9 POINT OF BEGINNING OF PARCEL F; THENCE, S19° 32'27"W ALONG 10 THE EASEMENT LINE A DISTANCE OF 316.50 FEET TO AN IRON 11 PIN; THENCE, S13° 42'05"W ALONG THE EASEMENT LINE A 12 DISTANCE OF 424.35 FEET TO AN IRON PIN; THENCE, 13 S12° 12'06"W ALONG THE EASEMENT LINE A DISTANCE OF 53.67 14 FEET TO AN IRON PIN; THENCE, S06° 54'45"E ALONG THE 15 EASEMENT LINE A DISTANCE OF 270.76 FEET TO AN IRON PIN; 16 THENCE, S29° 05'13"E ALONG THE EASEMENT LINE A DISTANCE OF 17 140.63 FEET TO AN IRON PIN; THENCE, S44° 58'33"W ALONG THE 18 EASEMENT LINE A DISTANCE OF 268.58 FEET TO AN IRON PIN; 19 THENCE, S05° 01'56"E ALONG THE EASEMENT LINE A DISTANCE OF 20 228.73 FEET TO AN IRON PIN; THENCE, S65° 36'08"W ALONG THE 21 EASEMENT LINE A DISTANCE OF 79.03 FEET TO AN IRON PIN; 22 THENCE, S01° 45'38"W ALONG THE EASEMENT LINE A DISTANCE OF 23 67.29 FEET TO AN IRON PIN LOCATED AT THE INTERSECTION 24 WITH THE NORTH R.O.W. LINE OF CEMETERY ROAD; THENCE, 25 S89° 54'53"E ALONG THE NORTHERLY R.O.W. LINE A DISTANCE OF 26 153.89 FEET TO AN IRON PIN; THENCE, N11° 39'38"E ALONG THE 27 EASTERLY EASEMENT LINE A DISTANCE OF 391.73 FEET TO AN 28 IRON PIN; THENCE, N44° 53'07"E ALONG THE EASEMENT LINE A 29 DISTANCE OF 130.86 FEET TO AN IRON PIN; THENCE, 30 N00° 00'11"E A DISTANCE OF 131.73 FEET TO AN EXISTING 31 REINFORCEMENT BAR; THENCE, N00° 00'11"E A DISTANCE OF 32 148.55 FEET TO AN IRON PIN; THENCE, N08° 44'27"W ALONG THE 33 EASEMENT LINE A DISTANCE OF 266.45 FEET TO AN IRON PIN; 34 THENCE, N08° 13'22"E ALONG THE EASEMENT LINE A DISTANCE OF HB4090 Enrolled -18- LRB9211198DJmg 1 305.08 FEET TO AN IRON PIN; THENCE, N24° 29'54"E ALONG THE 2 EASEMENT LINE A DISTANCE OF 202.57 FEET TO AN IRON PIN; 3 THENCE, S73° 35'10"E ALONG THE EASEMENT LINE A DISTANCE OF 4 158.04 FEET TO AN IRON PIN; THENCE, N20° 27'57"E ALONG THE 5 EASEMENT LINE A DISTANCE OF 58.70 FEET TO AN IRON PIN; 6 THENCE, N65° 18'27"W ALONG THE EASEMENT LINE A DISTANCE OF 7 138.22 FEET TO AN IRON PIN; THENCE, N19° 41'58"E ALONG THE 8 EASEMENT LINE A DISTANCE OF 66.62 FEET TO AN IRON PIN 9 BEING THE INTERSECTION WITH THE SOUTHERLY R.O.W. LINE OF 10 FREMONT STREET; THENCE, N73° 36'39"W ALONG THE SOUTHERLY 11 R.O.W. LINE OF FREMONT STREET A DISTANCE OF 126.11 FEET 12 TO THE POINT OF BEGINNING, SAID PARCEL F CONTAINING 5.060 13 ACRES, MORE OR LESS; ALSO 14 PARCEL G (PERMANENT EASEMENT) 15 COMMENCING AT AN EXISTING REINFORCEMENT BAR LOCATED AT 16 S00° 00'11'W A DISTANCE OF 30.00 FEET FROM THE SOUTHWEST 17 CORNER OF LOT 4 IN BLOCK 3 OF THE NORTHWEST ADDITION TO 18 THE VILLAGE OF ASHLAND; THENCE, N89° 59'49"W A DISTANCE OF 19 331.32 FEET TO AN EXISTING REINFORCEMENT BAR; THENCE, 20 N00° 00'11"E A DISTANCE OF 157.00 FEET TO AN EXISTING 21 REINFORCEMENT BAR TO BE HEREINAFTER KNOWN AS THE POINT OF 22 BEGINNING OF PARCEL G; THENCE, S89° 59'49"E A DISTANCE OF 23 29.56 FEET TO AN IRON PIN AT THE INTERSECTION WITH THE 24 EASEMENT LINE; THENCE, N13° 10'52"W ALONG THE EASEMENT 25 LINE A DISTANCE OF 85.69 FEET TO AN IRON PIN; THENCE, 26 N08° 44'27"W ALONG THE EASEMENT LINE A DISTANCE OF 65.89 27 FEET TO AN IRON PIN; THENCE, S00° 00'11"W A DISTANCE OF 28 148.55 FEET TO THE POINT OF BEGINNING, SAID PARCEL G 29 CONTAINING 0.045 ACRES, MORE OR LESS; ALSO 30 PARCEL H (PERMANENT EASEMENT) 31 COMMENCING AT AN EXISTING REINFORCEMENT BAR LOCATED AT 32 S00° 00'11"W A DISTANCE OF 30.00 FEET FROM THE SOUTHWEST 33 CORNER OF LOT 4 IN BLOCK 3 OF THE NORTHWEST ADDITION TO 34 THE VILLAGE OF ASHLAND; THENCE, N89° 59'49"W A DISTANCE OF HB4090 Enrolled -19- LRB9211198DJmg 1 331.32 FEET TO AN EXISTING REINFORCEMENT BAR; THENCE, 2 N00° 00'11"E A DISTANCE OF 157.00 FEET TO AN EXISTING 3 REINFORCEMENT BAR TO BE HEREINAFTER KNOWN AS THE POINT OF 4 BEGINNING OF PARCEL H; THENCE, S89° 59'49"E A DISTANCE OF 5 29.56 FEET TO AN IRON PIN BEING THE INTERSECTION OF THE 6 EASEMENT LINE; THENCE, S12° 39'02"W ALONG THE EASEMENT 7 LINE A DISTANCE OF 135.01 FEET TO AN IRON PIN; THENCE, 8 N00° 00'11"E A DISTANCE OF 131.73 FEET TO THE POINT OF 9 BEGINNING, SAID PARCEL H CONTAINING 0.045 ACRES, MORE OR 10 LESS; ALSO 11 PARCEL I (PERMANENT EASEMENT) 12 COMMENCING AT AN EXISTING IRON PIN DESCRIBED ABOVE IN 13 PARCEL F BEING THE INTERSECTION OF THE NORTH R.O.W. LINE 14 OF CEMETERY ROAD WITH THE WESTERLY EASEMENT LINE; THENCE, 15 S18° 00'15"E ACROSS CEMETERY ROAD A DISTANCE OF 63.12 FEET 16 TO AN IRON PIN LOCATED AT THE INTERSECTION WITH THE SOUTH 17 R.O.W. LINE OF CEMETERY ROAD, TO BE HEREINAFTER KNOWN AS 18 THE POINT OF BEGINNING OF PARCEL I; THENCE, S38° 53'00"W 19 ALONG THE EASEMENT LINE A DISTANCE OF 78.50 FEET TO AN 20 IRON PIN; THENCE, S71° 07'03"E ALONG THE EASEMENT LINE A 21 DISTANCE OF 98.61 FEET TO AN IRON PIN; THENCE, 22 N30° 48'26"E ALONG THE EASEMENT LINE A DISTANCE OF 108.13 23 FEET TO AN IRON PIN LOCATED AT THE INTERSECTION WITH THE 24 SOUTH R.O.W. LINE OF CEMETERY ROAD; THENCE, N89° 54'52"W 25 ALONG THE SOUTH R.O.W. LINE OF CEMETERY ROAD A DISTANCE 26 OF 99.40 FEET TO THE POINT OF BEGINNING OF PARCEL I, SAID 27 PARCEL CONTAINING 0.190 ACRES, MORE OR LESS. 28 (735 ILCS 5/7-103.101 new) 29 Sec. 7-103.101. Quick-take; County of Monroe. Quick-take 30 proceedings under Section 7-103 may be used for a period of 31 12 months after the effective date of this amendatory Act of 32 the 92nd General Assembly, by the County of Monroe, to 33 acquire right-of-way for the proposed Rogers Street Extension HB4090 Enrolled -20- LRB9211198DJmg 1 project as follows: 2 A part of Tax lots 3-A and 3-B of U.S. Survey 720, Claim 3 516, in Township 2 South, Range 9 West of the 3rd 4 Principal Meridian, Monroe County, Illinois, as shown at 5 page 122 of the Surveyor's Official Plat Record "A" in 6 the Recorder's office of Monroe County, Illinois, and 7 being more particularly described as follows, to wit: 8 BEGINNING at the Southwest corner of Tax Lot 7 of U.S. 9 Survey 641, Claim 1645, Township 2 South, Range 9 West of 10 the 3rd Principal Meridian, Monroe County, Illinois, as 11 shown at page 115 of the Surveyor's Official Plat Record 12 "A" in the Recorder's office of Monroe County, Illinois; 13 thence South 89 degrees 41 minutes 50 seconds East, an 14 assumed bearing along the South line of U.S. Survey 641, 15 Claim 1645 (said line also being the North line of U.S. 16 Survey 720, Claim 516), a distance of 80.00 feet to a 17 point; thence South 00 degrees 10 minutes 08 seconds 18 West, a distance of 72.49 feet to a point; thence South 19 00 degrees 49 minutes 52 seconds East, a distance of 20 103.44 feet to a point; thence North 89 degrees 10 21 minutes 08 seconds East, a distance of 10.00 feet to a 22 point; thence South 00 degrees 49 minutes 52 seconds 23 East, a distance of 140.00 feet to a point; thence North 24 89 degrees 10 minutes 08 seconds East, a distance of 25 10.00 feet to a point; thence South 00 degrees 49 minutes 26 52 seconds East, a distance of 40.00 feet to a point; 27 thence South 89 degrees 10 minutes 08 seconds West, a 28 distance of 10.00 feet to a point; thence South 00 29 degrees 49 minutes 52 seconds East, a distance of 120.00 30 feet to a point; thence North 89 degrees 10 minutes 08 31 seconds East, a distance of 5.00 feet to a point; thence 32 South 00 degrees 49 minutes 52 seconds East, a distance 33 of 25.00 feet to a point; thence North 89 degrees 10 34 minutes 08 seconds East, a distance of 10.00 feet to a HB4090 Enrolled -21- LRB9211198DJmg 1 point; thence South 00 degrees 49 minutes 52 seconds 2 East, a distance of 40.00 feet to a point; thence South 3 89 degrees 10 minutes 08 seconds West, a distance of 4 10.00 feet to a point; thence South 00 degrees 49 minutes 5 52 seconds East, a distance of 85.00 feet to a point; 6 thence South 89 degrees 10 minutes 08 seconds West, a 7 distance of 5.00 feet to a point; thence South 00 degrees 8 49 minutes 52 seconds East, a distance of 700.00 feet to 9 a point; thence South 89 degrees 10 minutes 08 seconds 10 West, a distance of 10.00 feet to a point; thence South 11 00 degrees 49 minutes 52 seconds East, a distance of 12 228.94 feet to a point; thence Southeasterly, along a 13 curve to the left having a radius of 19,097.61 feet, a 14 delta of 01 degrees 29 minutes 50 seconds, an arc length 15 of 499.06 feet, and a chord which bears South 01 degrees 16 34 minutes 48 seconds East, a chord distance of 499.05 17 feet to a point; thence South 02 degrees 19 minutes 43 18 seconds East, a distance of 60.17 feet to a point; thence 19 South 18 degrees 45 minutes 15 seconds East, a distance 20 of 58.28 feet to a point on the Northerly right-of-way 21 line of Hamacher Street (45.00 feet left of station 22 15+80.12) as shown on the PLAT OF RIGHT-OF-WAY for 23 Hamacher Street, City of Waterloo, in Envelope 195-B in 24 the Recorder's office of Monroe County, Illinois; thence 25 Southwesterly along said Northerly right-of-way line of 26 Hamacher Street along a curve to the right having a 27 radius of 3072.40 feet, a delta of 02 degrees 00 minutes 28 54 seconds, an arc length of 108.05 feet, and a chord 29 which bears South 77 degrees 54 minutes 14 seconds West, 30 a chord distance of 108.05 feet to a point (45.00 feet 31 left of station 14+70.48); thence leaving said Northerly 32 right-of-way line of Hamacher Street, North 02 degrees 19 33 minutes 43 seconds West, a distance of 134.41 feet to a 34 point; thence Northwesterly, along a curve to the right HB4090 Enrolled -22- LRB9211198DJmg 1 having a radius of 19,187.61 feet, a delta of 01 degrees 2 29 minutes 50 seconds, an arc length of 501.41 feet, and 3 a chord which bears North 01 degrees 34 minutes 48 4 seconds West, a chord distance of 501.40 feet to a point; 5 thence North 00 degrees 49 minutes 52 seconds West, a 6 distance of 978.94 feet to a point; thence South 89 7 degrees 10 minutes 08 seconds West, a distance of 10.00 8 feet to a point; thence North 00 degrees 49 minutes 52 9 seconds West, a distance of 40.00 feet to a point; thence 10 North 89 degrees 10 minutes 08 seconds East, a distance 11 of 10.00 feet to a point; thence North 00 degrees 49 12 minutes 52 seconds West, a distance of 190.00 feet to a 13 point; thence South 89 degrees 10 minutes 08 seconds 14 West, a distance of 10.00 feet to a point; thence North 15 00 degrees 49 minutes 52 seconds West, a distance of 16 40.00 feet to a point; thence North 89 degrees 10 minutes 17 08 seconds East, a distance of 10.00 feet to a point; 18 thence North 00 degrees 49 minutes 52 seconds West, a 19 distance of 30.00 feet to a point; thence North 89 20 degrees 10 minutes 08 seconds East, a distance of 10.00 21 feet to a point; thence North 00 degrees 49 minutes 52 22 seconds West, a distance of 204.14 feet to a point; 23 thence North 00 degrees 10 minutes 08 seconds East, a 24 distance of 73.37 feet to the POINT OF BEGINNING, 25 containing 208,032 square feet more or less, or 4.776 26 acres, more or less. 27 Section 99. Effective date. This Act takes effect upon 28 becoming law.