G12-01 Ordinance No. G12-01
AN ORDINANCE
AMENDING ORDINANCE NO. G64-00 CLASSIFYING PROPERTY LOCATED AT
1555 SOUTH RANDALL ROAD AND 1600 UMBDENSTOCK ROAD TO A
PCF PLANNED COMMUNITY FACILITY DISTRICT
BY CORRECTING THE LEGAL DESCRIPTION OF THE SUBJECT PROPERTY
(Mulberry Grove)
WHEREAS, on November 15, 2000, Ordinance No. G64-00 was passed
classifying property located at 1555 South Randall Road and
1600 Umbdenstock Road to a PCF Planned Community Facility District; and
WHEREAS, due to a scrivener' s error the legal description of the
subject property was incorrectly recited in Ordinance No. G64-00 .
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
ELGIN, ILLINOIS :
Section 1 . That Section 1 of Ordinance No . G64-00 passed
November 15, 2000, be and is hereby amended to read as follow:
"Section 1 . That Chapter 19 . 07, Section 19 . 07 . 600
entitled Zoning District Map of the Elgin Municipal Code,
1976, as amended, be and the same is hereby further amended
by including in the PCF Planned Community Facility District
the property legally described as follows :
PARCEL 1
THAT PART OF THE NORTHEAST QUARTER OF THE SOUTHWEST
QUARTER OF SECTION 33 , TOWNSHIP 41 NORTH, RANGE 8, EAST OF
THE THIRD PRINCIPAL MERIDIAN, IN THE TOWNSHIP OF ELGIN,
KANE COUNTY, ILLINOIS AND MORE PARTICULARLY DESCRIBED AS
FOLLOWS :
COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST
QUARTER OF SAID SECTION 33 ; THENCE NORTH 88 DEGREES 53
MINUTES 02 SECONDS EAST, 2 , 200 . 89 FEET ALONG THE NORTH LINE
OF SAID SOUTHWEST QUARTER TO THE POINT OF BEGINNING;
THENCE NORTH 88 DEGREES 53 MINUTES 02 SECONDS EAST,
448 . 10 FEET CONTINUING ALONG SAID NORTH LINE TO A POINT OF
INTERSECTION WITH A LINE DRAWN 5 . 00 FEET WEST OF AND
PARALLEL WITH THE EAST LINE OF THE SOUTHWEST QUARTER OF
SAID SECTION 33 ; THENCE SOUTH 00 DEGREES 02 MINUTES 05
SECONDS WEST, 664 . 59 FEET ALONG SAID PARALLEL LINE; THENCE
NORTH 89 DEGREES 14 MINUTES 54 SECONDS WEST, 68 . 10 FEET TO
A POINT OF CURVATURE; THENCE WESTERLY 62 . 58 FEET ALONG A
CURVE CONCAVE SOUTH, HAVING A RADIUS OF 350 . 00 FEET AND
A CHORD BEARING SOUTH 85 DEGREES 37 MINUTES 44 SECONDS
WEST, 62 . 50 FEET; THENCE NORTH 14 DEGREES 24 MINUTES 38
SECONDS WEST, 233 . 12 FEET; THENCE SOUTH 75 DEGREES 35
0, MINUTES 22 SECONDS WEST, 130 . 00 FEET; THENCE NORTH 14
DEGREES 24 MINUTES 38 SECONDS WEST, 46 . 39 FEET; THENCE
NORTH 75 DEGREES 35 MINUTES 22 SECONDS EAST, 130 . 00 FEET;
THENCE NORTH 14 DEGREES 24 MINUTES 38 SECONDS WEST, 62 .27
FEET; THENCE NORTH 19 DEGREES 58 MINUTES 31 SECONDS WEST,
69 . 01 FEET; THENCE NORTH 36 DEGREES 15 MINUTES 48 SECONDS
WEST, 145 . 82 FEET; THENCE NORTH 46 DEGREES 39 MINUTES 44
SECONDS WEST, 108 . 23 FEET; THENCE NORTH 62 DEGREES 08
MINUTES 06 SECONDS WEST, 48 .23 FEET; THENCE NORTH O1
DEGREES 06 MINUTES 58 SECONDS WEST, 49 .45 FEET TO THE POINT
OF BEGINNING.
PARCEL 2
THAT PART OF THE EAST HALF OF THE SOUTHWEST QUARTER
OF SECTION 33 , TOWNSHIP 41 NORTH, RANGE 8 EAST OF THE THIRD
PRINCIPAL MERIDIAN, LYING NORTHERLY OF THE NORTHERLY LINE
OF THE RIGHT-OF-WAY OF THE ILLINOIS CENTRAL RAILWAY
COMPANY, IN THE TOWNSHIP OF ELGIN, KANE COUNTY, ILLINOIS
AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST
QUARTER OF SAID SECTION 33 ; THENCE NORTH 88 DEGREES 53
MINUTES 02 SECONDS EAST, 2648 . 99 FEET ALONG THE NORTH LINE
OF SAID SOUTHWEST QUARTER TO A POINT OF INTERSECTION WITH
A LINE DRAWN 5 . 00 FEET WEST OF AND PARALLEL WITH THE EAST
LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 33 ; THENCE
SOUTH 00 DEGREES 02 MINUTES 05 SECONDS WEST, 749 . 15 FEET
ALONG SAID PARALLEL LINE TO A POINT OF CURVATURE; THENCE
SOUTHERLY 15 . 44 FEET ALONG THE ARC OF A CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 1470 . 00 FEET AND A CHORD
BEARING SOUTH 00 DEGREES 20 MINUTES 09 SECONDS WEST, 15 .44
FEET TO THE POINT OF BEGINNING;
THENCE CONTINUING 174 .47 FEET ALONG THE ARC OF SAID
CURVE, THE CHORD BEARING SOUTH 04 DEGREES 02 MINUTES 12
SECONDS WEST, 174 . 36 FEET TO A POINT OF REVERSE CURVATURE;
THENCE SOUTHERLY 197 . 65 FEET ALONG THE ARC OF A CURVE
CONCAVE EASTERLY, HAVING A RADIUS OF 1530 . 00 FEET AND A
CHORD BEARING SOUTH 03 DEGREES 44 MINUTES 09 SECONDS WEST,
197 . 52 FEET TO A POINT OF TANGENCY, SAID POINT BEING ON A
LINE DRAWN 30 . 00 FEET WESTERLY OF AND PARALLEL WITH THE
EAST LINE OF SAID SOUTHWEST QUARTER; THENCE SOUTH 00
DEGREES 02 MINUTES 05 SECONDS WEST, 145 . 12 FEET ALONG SAID
PARALLEL LINE; THENCE SOUTH 88 DEGREES 53 MINUTES 02
SECONDS WEST, 251 . 31 FEET; THENCE NORTH 70 DEGREES 48
MINUTES 23 SECONDS EAST, 113 . 84 FEET; THENCE NORTH 45
DEGREES 32 MINUTES 07 SECONDS EAST, 114 . 33 FEET; THENCE
NORTH 20 DEGREES 15 MINUTES 50 SECONDS EAST, 88 . 85 FEET;
THENCE NORTH 04 DEGREES 21 MINUTES 06 SECONDS EAST, 66 . 88
FEET; THENCE NORTH 05 DEGREES 00 MINUTES 26 SECONDS WEST,
65 . 79 FEET; THENCE NORTH 14 DEGREES 24 MINUTES 38 SECONDS
!pok WEST, 104 . 61 FEET; THENCE NORTH 19 DEGREES 10 MINUTES 27
SECONDS WEST, 89 . 29 FEET; THENCE EASTERLY 43 . 54 FEET ALONG
A NON—TANGENTIAL CURVE CONCAVE SOUTH, HAVING A RADIUS OF
250 . 00 FEET AND A CHORD BEARING NORTH 85 DEGREES 45 MINUTES
43 SECONDS EAST, 43 .49 FEET TO A POINT OF TANGENCY; THENCE
SOUTH 89 DEGREES 14 MINUTES 54 SECONDS EAST, 67 . 12 FEET TO
THE POINT OF BEGINNING.
PARCEL 3
THAT PART OF THE NORTH HALF OF THE SOUTHWEST QUARTER
AND OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF
SECTION 33 , TOWNSHIP 41 NORTH, RANGE 8 EAST OF THE THIRD
PRINCIPAL MERIDIAN, LYING NORTHERLY OF THE NORTHERLY LINE
OF THE RIGHT—OF—WAY OF THE ILLINOIS CENTRAL RAILWAY
COMPANY, IN THE TOWNSHIP OF ELGIN, KANE COUNTY, ILLINOIS
AND MORE PARTICULARLY DESCRIBED AS FOLLOWS :
COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST
QUARTER OF SAID SECTION 33 ; THENCE NORTH 88 DEGREES 53
MINUTES 02 SECONDS EAST, 2648 . 99 FEET ALONG THE NORTH LINE
OF SAID SOUTHWEST QUARTER TO A POINT OF INTERSECTION WITH
A LINE DRAWN 5 . 00 FEET WEST OF AND PARALLEL WITH THE EAST
LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 33 ; THENCE
SOUTH 00 DEGREES 02 MINUTES 05 SECONDS WEST, 749 . 15 FEET
ALONG SAID PARALLEL LINE TO A POINT OF CURVATURE; THENCE
SOUTHERLY 189 . 91 FEET ALONG THE ARC OF A CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 1470 . 00 FEET AND A CHORD
BEARING SOUTH 03 DEGREES 44 MINUTES 09 SECONDS WEST,
189 . 78 FEET TO A POINT OF REVERSE CURVATURE; THENCE
SOUTHERLY 197 . 65 FEET ALONG THE ARC OF A CURVE CONCAVE
EASTERLY, HAVING A RADIUS OF 1530 . 00 FEET AND A CHORD
BEARING SOUTH 03 DEGREES 44 MINUTES 09 SECONDS WEST,
197 . 52 FEET TO A POINT OF TANGENCY, SAID POINT BEING ON
A LINE DRAWN 30 . 00 FEET WESTERLY OF AND PARALLEL WITH THE
EAST LINE OF SAID SOUTHWEST QUARTER; THENCE SOUTH 00
DEGREES 02 MINUTES 05 SECONDS WEST, 939 .43 FEET ALONG SAID
PARALLEL LINE TO THE POINT OF BEGINNING;
THENCE CONTINUING SOUTH 00 DEGREES 02 MINUTES 05
SECONDS WEST, 232 . 49 FEET TO A POINT ON THE NORTH LINE OF
A PARCEL OF LAND DEDICATED FOR PUBLIC RIGHT—OF—WAY BY
DOCUMENT NO. 1972739 AND AMENDED BY DOCUMENT NO. 91K18333 ;
THENCE SOUTH 89 DEGREES 47 MINUTES 37 SECONDS WEST, 3 . 99
FEET ALONG SAID NORTH LINE; THENCE SOUTHERLY 61 . 54 FEET
ALONG THE ARC OF A NON—TANGENTIAL CURVE, CONCAVE WESTERLY,
HAVING A RADIUS OF 312 . 25 FEET AND A CHORD BEARING SOUTH
05 DEGREES 26 MINUTES 22 SECONDS WEST, 61 .44 FEET; THENCE
NORTH 89 DEGREES 57 MINUTES 55 SECONDS WEST, 212 .48 FEET
TO A POINT ON THE NORTHEASTERLY LINE OF THE ILLINOIS
!► CENTRAL RAILWAY COMPANY (NOW CHICAGO, CENTRAL AND PACIFIC
RAILROAD COMPANY) RIGHT OF WAY PER DOCUMENT NO. 1752213 ;
elk THENCE NORTH 46 DEGREES 34 MINUTES 21 SECONDS WEST, 586 . 50
FEET ALONG SAID NORTHEASTERLY LINE TO A POINT OF
CURVATURE; THENCE NORTHWESTERLY 837 . 80 FEET ALONG SAID
NORTHEASTERLY LINE, BEING A CURVE CONCAVE SOUTHWEST,
HAVING A RADIUS OF 5, 815 . 40 FEET AND A CHORD BEARING NORTH
50 DEGREES 41 MINUTES 59 SECONDS WEST, 837 . 07 FEET TO A
POINT ON THE EAST LINE OF LAND CONVEYED TO CHICAGO,
MADISON AND NORTHERN RAILROAD COMPANY (NOW CHICAGO,
CENTRAL AND PACIFIC RAILROAD COMPANY) BY DEED RECORDED AS
DOCUMENT NO. 24977; THENCE NORTH 00 DEGREES 00 MINUTES 43
SECONDS WEST, 84 . 62 FEET ALONG SAID EAST LINE; THENCE
SOUTH 88 DEGREES 51 MINUTES 25 SECONDS WEST, 190 . 35 FEET
ALONG THE NORTH LINE OF LAND CONVEYED BY SAID DOCUMENT NO.
24977 TO A POINT ON THE AFORESAID NORTHEASTERLY LINE OF
THE ILLINOIS CENTERL RAILWAY COMPANY RIGHT OF WAY; THENCE
NORTHWESTERLY 12 . 99 FEET ALONG SAID NORTHEASTERLY LINE,
BEING A NON-TANGENTIAL CURVE CONCAVE SOUTHWEST, HAVING A
RADIUS OF 5, 775 . 40 FEET AND A CHORD BEARING NORTH 56
DEGREES 52 MINUTES 54 SECONDS WEST, 12 . 99 FEET TO A POINT
OF TANGENCY; THENCE NORTH 56 DEGREES 56 MINUTES 46 SECONDS
WEST, 1, 264 . 29 FEET CONTINUING ALONG SAID NORTHEASTERLY
LINE TO A POINT ON THE EAST LINE OF RANDALL ROAD AS SHOWN
ON AN UNRECORDED PLAT OF HIGHWAYS; THENCE NORTH 00 DEGREES
05 MINUTES 41 SECONDS WEST, 302 . 30 FEET ALONG SAID EAST
LINE TO A POINT OF CURVATURE; THENCE NORTHERLY 104 . 91 FEET
CONTINUING ALONG SAID EAST, BEING A CURVE CONCAVE EAST,
HAVING A RADIUS OF 1, 870 . 08 FEET AND A CHORD BEARING NORTH
01 DEGREES 30 MINUTES 45 SECONDS EAST, 104 . 89 FEET; THENCE
SOUTH 48 DEGREES 25 MINUTES 50 SECONDS EAST, 257 . 39 FEET;
THENCE NORTH 89 DEGREES 04 MINUTES 06 SECONDS EAST, 142 . 09
FEET; THENCE NORTH 01 DEGREES 06 MINUTES 58 SECONDS WEST,
53 . 13 FEET; THENCE NORTH 88 DEGREES 53 MINUTES 02 SECONDS
EAST, 70 . 00 FEET; THENCE NORTH 87 DEGREES 10 MINUTES 15
SECONDS EAST, 70 . 03 FEET; THENCE SOUTH 41 DEGREES 03
MINUTES 05 SECONDS EAST, 67 . 70 FEET; THENCE SOUTH 13
DEGREES 12 MINUTES 00 SECONDS EAST, 121 . 64 FEET; THENCE
SOUTH 26 DEGREES 37 MINUTES 42 SECONDS EAST, 91 . 29 FEET;
THENCE SOUTH 42 DEGREES 06 MINUTES 04 SECONDS EAST, 54 . 08
FEET; THENCE SOUTH 43 DEGREES 44 MINUTES 56 SECONDS EAST,
137 . 70 FEET; THENCE NORTH 46 DEGREES 15 MINUTES 04 SECONDS
EAST, 130 . 00 FEET; THENCE SOUTH 43 DEGREES 44 MINUTES 56
SECONDS EAST, 22 . 54 FEET; THENCE SOUTH 46 DEGREES 15
MINUTES 04 SECONDS WEST, 130 . 00 FEET; THENCE SOUTH 43
DEGREES 44 MINUTES 56 SECONDS EAST, 70 . 00 FEET; THENCE
SOUTH 40 DEGREES 45 MINUTES 08 SECONDS EAST, 65 . 16 FEET;
THENCE SOUTH 38 DEGREES 12 MINUTES 01 SECONDS EAST, 29 . 74
FEET; THENCE SOUTH 50 DEGREES 37 MINUTES 32 SECONDS EAST,
110 . 11 FEET; THENCE SOUTH 66 DEGREES 05 MINUTES 54 SECONDS
EAST, 96 .45 FEET; THENCE SOUTH 81 DEGREES 34 MINUTES 16
SECONDS EAST, 96 . 45 FEET; THENCE NORTH 82 DEGREES 57
MINUTES 22 SECONDS EAST, 48 . 23 FEET; THENCE NORTH 79
DEGREES 57 MINUTES 54 SECONDS EAST, 86 .42 FEET; THENCE
00Ir61 NORTH 81 DEGREES 29 MINUTES 25 SECONDS EAST, 56 .44 FEET;
THENCE NORTH 88 DEGREES 53 MINUTES 02 SECONDS EAST, 120 . 00
FEET; THENCE SOUTH 01 DEGREES 06 MINUTES 58 SECONDS EAST,
10 . 00 FEET; TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY
235 . 62 FEET ALONG A CURVE CONCAVE NORTHEAST, HAVING A
RADIUS OF 150 . 00 FEET AND A CHORD BEARING SOUTH 46 DEGREES
06 MINUTES 58 SECONDS EAST, 212 . 13 FEET TO A POINT OF
TANGENCY; THENCE NORTH 88 DEGREES 53 MINUTES 02 SECONDS
EAST, 72 .21 FEET; THENCE SOUTH 01 DEGREES 06 MINUTES 58
SECONDS EAST, 153 .46 FEET TO A POINT OF CURVATURE; THENCE
SOUTHEASTERLY 477 .47 FEET ALONG A CURVE CONCAVE EAST,
HAVING A RADIUS OF 600 . 00 FEET AND A CHORD BEARING SOUTH
23 DEGREES 54 MINUTES 49 SECONDS EAST, 464 . 97 FEET TO A
POINT OF TANGENCY; THENCE SOUTH 46 DEGREES 42 MINUTES 41
SECONDS EAST, 337 .21 FEET TO A POINT OF CURVATURE; THENCE
SOUTHEASTERLY 144 . 60 FEET ALONG A CURVE CONCAVE
NORTHEAST, HAVING A RADIUS OF 250 . 00 FEET AND A CHORD
BEARING SOUTH 63 DEGREES 16 MINUTES 52 SECONDS EAST,
142 . 59 FEET TO A POINT OF TANGENCY; THENCE SOUTH 79
DEGREES 51 MINUTES 04 SECONDS EAST, 99 . 62 FEET TO A POINT
OF CURVATURE; THENCE EASTERLY 27 . 86 FEET ALONG A CURVE
CONCAVE SOUTH, HAVING A RADIUS OF 250 . 00 FEET AND A CHORD
BEARING SOUTH 76 DEGREES 39 MINUTES 32 SECONDS EAST, 27 . 84
FEET TO A POINT OF TANGENCY; THENCE SOUTH 73 DEGREES 28
MINUTES 00 SECONDS EAST, 100 . 00 FEET TO A POINT OF
CURVATURE; THENCE EASTERLY 71 . 99 FEET ALONG A CURVE
CONCAVE NORTH, HAVING A RADIUS OF 250 . 00 FEET AND A CHORD
BEARING SOUTH 81 DEGREES 42 MINUTES 58 SECONDS EAST, 71 . 74
FEET TO A POINT OF TANGENCY; THENCE SOUTH 89 DEGREES 57
MINUTES 55 SECONDS EAST, 52 . 62 FEET TO THE POINT OF
BEGINNING. "
Section 2 . That this ordinance shall be in full force and
effect from and after November 15 , 2000 .
Ed Schock, Mayor
Presented: February 14, 2001
Passed: February 14, 2001
Omnibus Vote : Yeas : 7 Nays : 0
Recorded: February 15, 2001
Published:
Attest :
AH-
Dolonna Mecum, City Clerk