[ Search ] [ PDF text ] [ Legislation ]
[ Home ] [ Back ] [ Bottom ]
[ Introduced ] | [ Engrossed ] | [ Enrolled ] |
[ 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. -4- LRB9211198DJgcam05 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 -5- LRB9211198DJgcam05 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 -6- LRB9211198DJgcam05 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 -7- LRB9211198DJgcam05 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.".