Ordinance 2003-43 oversize plat PLAT OF ANNEXATION
TO P . I . N . 02- 15-451 -001
.CAL, ND" THE UNITED CITY OF YORKVILLE
PARCEL ONE:
THAT PART OF SECTIONS 15, 22 AND 23. TOMN9IIP 37 NORTH, RANGE
7 EAST OF THE WIND PRINCIPAL MEYMAN. OESOWSSED AS FOLLOWS:
COMMENCING NCING AT WE POINT OF NTERSECIM OF THE NORTH AMC }--
SOUTH CENIERLIE OF SAID SECTION 15 NTH THE TANGENT OF THE
mmmmRE OF STATE AID ROUTE 20 AS ESTABLISHED BY NS7RUMENT
RECORDED MAY 12. M52 AS DOCUMENT 125479. HENCE WESTERLY
ALONG SAID TANGENT 105.32 FEET; THENCE SOUTH 17 DEGREES 2C
MINUTES O SECONDS EAST TO THE CENTERU E OF SAID STATE AD
ROUTE 20; THENCE SOUTH 17 DEGREES 70 MINUTES 0 SECONDS EAST
1303.46 FEET FOR THE POINT OF BEGINNING; THENCE NORTH 17 3 �\
411E4MffS 90 MIRUIES O WCONOS TEST 113.8 FEET: THENCE SOUTH 77
2
DEGREES 06 MINUTES O SECONDS WEST 426.4 FEET: THENCE NORTH 17
i
DEGREES 2B MINUTES O SECONDS WEST 1370.9 FEET TO THE VILLAGE LIMITS
CENTERLINE OF STATE AD ROUTE 20; IN NCE NORTH 81 DEGREES OS ^`R AIM
MINUTES O SECONDS EST ALONG SAID CENTERLNE 254.25 FEET TO A ..TOF MO 1 GVMERY
POINT 194.7 FEET EASTERLY AS MEASURED ALONG SAID CENTFRLJNE OF
THE NORTHEAST CORDER OF ERICCSON'S SUBDIVISION; THENCE A-N0.x'C�C-)
SOUTERLY PARALLEL NTH THE EASTERLY LUTE OF SAID ERICKSON'S 6>•Z!l0.8Y(IEG .eE E
SUBDIVISION, 462 FEET; THENCE WESTERLY PARALLEL NTH THE CD-W S7.44*3r E S
CENTERLINE OF SAID ROAD 194.7 FEET TO THE EASTERLY UNE OF SAID
SUBDIVISION: THENCE SOUTHERLY ALONG SAID EASTERLY LINE TO THE 'ijlr -- +.,- - -
SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE WESTERLY ALONG L
THE SOUTHERLY LIE OF SAID SUBDIVISION AND SAID L11E EXTENDED
1785-3 FEET TO A POINT ON THE WEST LINE OF THE SOUTHWEST 1 46.34 E
QUARTER OF SAID SECTION 15; THENCE SOUTH O DEGREES 55 MINUTES IL
0 SECONDS EAST ALONG SAID WEST LINE 904 FEET; THENCE NORTH BE
1
DEGREES 03 MINUTES O SECONDS EAST 1629 FEET; THENCE SOUTH 36
11 12
DEGREES 11 MINUTES 0 SECONDS EAST 2187 FEET; THENCE SOUTH 39
DEGREES 18 MINUTES 0 SECONDS EAST 3776.7 FEET TO THE I
CENTERLNE OF U. S ROUTE 34; THENCE NORTHEASTERLY ALONG SAID
CENTERLINE 1353 FEET TO THE SOUTHWEST CORNER OF UNIT THREE,
RIVER RIDGE; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY 1
LINE OF SAID UNIT THREE. RIVER RIDGE AND ALONG THE
SOUTHWESTERLY LANE OF UNIT TWO. RIVER RIDGE 2866 FEET TO THE
NORTHWEST CORNER OF SAID UNIT TWO. RIVER RIDGE; THENCE
NORTHEASTERLY ALONG THE NORTHWESTERLY LINE OF SAID UNIT TWO.
RIVER RIDGE AND ALONG THE NORTHWESTERLY LINE OF UNIT ONE, ^Y P
RIVER RIDGE 824.42 FEET TO THE CENTERLINE OF STATE AD ROUTE 20;
THENCE NORTHWESTERLY ALONG SAID CENTERLINE 1866.5 FEET TO A •
LINE DRAWN NORTH 69 DEGREES 10 MINUTES 0 SECONDS EAST FROM ( 333 I -RONALD E. & MILDRED TLU IC r-u
THE POINT OF EGNNING; THENCE SOUTH 69 DEGREES 10 MINUTES 0
SECONDS WEST 1064.7 FEET TO THE POT OF BEGINNING, IN THE
P.I-N.02-11-2794U
TOWNSHIP OF BRISTOL. KENDALL COUNTY, ILLINOIS. I g 1 I O
C 3 0' E
EXCEPT FROM SAID PARCEL THAT PART LYING SOUTHERLY OF THE S ° MM40' `NV I v
FOLLOVNG DESCRIBED LINE: COMMENCING AT THE SOUTHWEST CORNER ° W
OF S7RUKEL'S PARADISE LAKE UNIT 1:
THENCE NORTHWESTERLY ALONG PJJ4.02-T2-T00�1
THE SOUTHWESTERLY LINE OF SAID STRUKEJ-S PARADISE LAKE UNIT 1• Sg� his
BEING THE CENTERUNIE OF BRISTOL RIDGE ROAD. ON A BEARING OF I O P
NORTH 37 DEGREES 10 MINUTES 58 SECONDS WEST WHICH IS THE ° S O
enSlS U:- cLAR"GS .-Cr, 7,L-- D:E:=;PT;3N OF T.S L,.- .. ....•�..,..,. _
OF 215.76 FEET; THENCE SOUTH 47 DEGREES 53 MINUTES 15 SECONDS ° �� u r 4�
WEST 54.62 FEET: TENCH WESTERLY ALONG THE ARC OF A CURVE N 8731'16 W - - 12 12
CONCAVE TO THE NORTHWEST. HAVING A RADIUS OF 445.26 FEET. 11 it, u 1' �� 1212
HAVING A CHORD BEARING OF SOUTH 64 DEGREES 20 MINUTES 37 - - 11 11
SECONDS WEST. A DISTANCE OF 354.19 FEET; THENCE NORTH 6C
DEGREES D1 MINUTES 36 SECONDS WEST 49.79 FEET; THENCE NORTH
02 DEGREES 23 MINUTES 32 SECONDS EAST 33.60 FEET; THENCE I»
NORTHERLY ALONG THE ARC OF A CURVE CONCAVE TO THE WEST,
HAVING A RADIUS OF 31.16 FEET. HAVING A CHORD BEARING OF NORTH I = o _ I
46 DEGREES 51 MINUTES 02 SECONDS WEST. A DISTANCE OF 16.07
N 8716''59" W
FEET; THENCE WESTERLY ALONG THE ARC OF A CURVE CONCAVE TO 72.59' O I 'HANE KE- A i 236.26'
THE SOUTHWEST. HAVING A RADIUS OF 340.28 FEET, HAVING A CHORD I N
BEARING OF NORTH 77 DEGREES 03 MINUTES 16 SECONDS WEST, A C m P.I.N.02-11100-002 N
• ? IV -1 J
DISTANCE OF 126-72 FEET; THENCE WESTERLY ALONG THE ARC OF A I m � J
CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 442.47 1 ,,. 2 \
FEET, HAVING A CHORD BEARING OF NORTH 77 DEGREES 26 MINUTES �W 1 Z
27 SECONDS WEST. A DISTANCE OF 164.23 FEET; THENCE NORTH 53 o S g T1R2LY'
DEGREES 57 MINUTES D4 SECONDS WE EE
ST 36.90 FT: THENCE ; 3 C
WESTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTH, N L S F C1
HAVING A RADIUS OF 46.51 FEET, HAVING A CHORD BEARING OF SOUTH x.31. 6115 ?D77.1 I Tt S
78 DEGREES 44 MINUTES 27 SECONDS WEST. A DISTANCE OF 65.15 72.93' '/ U- 02-E
FEET; THENCE SOUTH 46 DEGREES 05 MINUTES 42 SECONDS WEST S 0912'20• F 00' ' \dj' 2•3"
122.26 FEET; RENC.E WESTERLY ALONG THE ARC OF A CURVE BC, PARCEL E 364.71'
CONCAVE TO THE NORTH, HAVING A RADIUS OF 434.59 FEET. HAVING A
CHORD BEARING OF SOUTH 79 DEGREES 06 MINUTES 50 SECONDS C.f. M 874 PARCEL TWO 1. �1BW1
WEST. A DISTANCE OF 296.16 FEET: THENCE WESTERLY ALONG THE ARC m 3I1.CS'( \ PARCEL TWO 197.04'
OF A CURVE CONCAVE TO THE SOUTH. HAVING A RADIUS OF 150.96 - S 0721'06
FEET. HAVING A CHORD BEARING OF SOUTH 05 DEGREES 13 MINUTES 129.74' L -STEINBRECHER FARM B" I �` 'S >•4
36 SECONDS WEST. A DISTANCE OF 122.05 FEET: THENCE SOUTH 83 N 86'35'53•
DEGREES 16 MINUTES 31 SE=CONDS WEST 45.04 FEET; THENCE SOUTH 71 P I_N.02-11 aDD-0OS 9i _ 131 .r E 7�1J'f- 9
DEGREES 30 MINUTES S9 SECONDS EST 135.54 FEET; THENCE SOUTH P.I.N.02-10-400004 1611.11 S d0S5'OY E E r9 �Ql +`- M 1 DIj7''� E
54 DEGREES D4 MINUTES Ot SECONDS WEST 46.27 FEET: THENCE CREEK ��4� �'.C-`
WESTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHWEST, 19.51' NIJ"- rT _,�Ap P.I.N.0.2-11JOD005 12
N 733i'40" E J- 1\-R�`- PJ.N.0I-11-300-005 O1Z1'20� W W
VI L
HAVING A RADIUS OF 165.37 FEET, HANG A CHORD BEARING OF CE NTERU NE
., Z
SOUTH 76 DEGREES 12 MINUTES 25 SECONDS EST, A DISTANCE OF OF CREEK 104.63' PARCEL 7W0 511.07' - K
144.86 FEET: TMENCE NORTH 74 DEGREES 26 MINUTES 06 SECONDS 4 - - -
EST 180.59 FEET: THENCE NORTH 65 DEGREES 26 MINUTES 36 - - - rn
SECONDS WEST 30.99 FEET; THENCE NORTH 50 DEGREES 18 MINUTES Ol N 815. E S 1329.33' 6``; 1 3
59 SECONDS WEST 62.50 FEET; THENCE NORTH 82 DEGREES 06 5 0030'33• E 14 N {734'lLT• E C7 1
MINUTES 35 SECONDS WEST 133.31 FEET; THENCE SOUTH 69 DECREES 50.00' - \ 11 12
00 MINUTES 05 SECONDS WEST 67.58 FEET; THENCE WESTERLY ALONG 4"1\� E N Sp4'00� X14 11 13
THE ARC OF A CURVE CONCAVE TO THE NORTH. HAVING A RADIUS OF S 011)5'25• E / 61� -_. M� 1
7SO' \ 610.29' 1b
186.30 FEET, HAVING A CHORD BEARING OF NORTH 89 DEGREES 37 YN
MINUTES 05 SECONDS WEST, A LISTANGE OF 1603.22 FEET; THENCE
NORTH 53 DEGREES 11 MINUTES 25 SECONDS EST 89.55 FEET; s'
TENCH SOUTHWESTERLY AL(INC THE ARC BE A CURVE CONCAVE TO r � � „ Hq
THE SOUTHEAST. HAVING A RADIUS OF 187.57 FEET, HAVING A CHORD PJlN.02-14100.007 I to
z P.IN.02-14-201401
BEARING OF SOUTH 73 DEGREES 52 MINUTES 21 SECONDS WEST, A
DISTANCE OF 164.84 FEET; THENCE SOUTH 41 DEGREES 39 MINUTES 54 S ■
SECONDS WEST 112.92 FEET; THENCE SOUTHWESTERLY 21.13 FEET, D
8
MORE OR LESS, TO A POINT IN THE WESTERLY LINE OF SAID PARCEL. 1 T 70 67 HB 62
SAID POINT BEING 1,272.16 FEET NORTHWESTERLY OF THE CENTERLINE f I N
3
OF KENNEDY ROAD AS MEASURED ALONG SAID WESTERLY LINE, FOR I
THE TERMINUS OF SAID LINE. �' T2
ALSO INCLUDING: ALL THAT PART OF BRISTOL RIDGE ROAD, ADJOINING g h u
SAID PARCEL. AND NOT PREVIOUSLY ANNEXED BY ANY MUNICIPALITY. I g 74 Se
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J s 1653'30' , 9 = �d'o E P.I.N.002-14362-001 �,b, \ 1.
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26 27, �2 1 7/11 / REVISE PER ATTORNEY TL
- 6/20/03 ISSUE MEK�]
NO. DATE DESCRIPTION BY
STATE OF ILLINOIS)
) S.S.
Oj `� / COUNTY OF DuPAGE
;5x I / WE. MIDWEST TECHNICAL CONSULTANTS, INC.. PROFESSIONAL
O S DESIGN FIRM-LAND SURVEYING CORPORATION NO. 184-002917,
X` O
DO HEREBY CERTIFY THAT THE PLAT SHOWN HEREON IS A
N * CORRECT REPRESENTATION OF A SCRRVEY PERFORMED AT AND
21 22 O �` _ _ - - - - UNDER OUR DIRECTION.
-- - 28 27 �� ALL DISTANCES SHOWN N FEET AND DECIMAL PARTS THEREOF. pJ55ELLW.D4 SF1'
7
7 GIVEN !RIDER MY HAND AND SEAL IN NAPERVILLE, ILLINOIS THIS
STATE OF
11th DAY OILY. A.D., 2003. ILLINOIS
/
PROFESSIONAL ANSURVEYOR
lMD SURVEYOR
NO.035-002718
L51�®LSU�`1L'�J
..�� AREA TO BE ANNEXED RUSSELL W. MSEN. P.L.S. 02718 "FRVIU-E\�
TO THE UNITED CITY OF YORKVIL.LE w , SECTION CORNER 200300032953 VICE PIIIESIDENT
Filed for Record in UCETNSE EXPIRES 11/310/2004
61e KENDALL COUNTY, ILLINOIS
EXISTING VILLAGE LIMITS F
PAUL ANDERSON OUR Ck <4F
--- SECTION LINE �T wCORLANDT 09-11-2003 At 11:27 AM, a
1 Y 6 QUARTER SECTION CORNER '( PLAT ANNEX 30.00 �- � o IIJ�S p
---
QUARTER SECTION LINE
QU ARTER,QU ARTIER SECTION LINE P.O.C. PLACE OF COMMENCEMENT 1 57 BRUCE A. 6RUOCELIE'fE76, P.LS. /1456 }WILD SURVEYOR
PREPARED FCOR: PRESIDI IANDS5-0024 6
EXISTING R.O.W. LINE p.p.g_ LICENSE EXPIRES 11/30/2004 640.035-002456
PLACE OF BEGINNING Cams1LTIW1s. Wc. MPI - Y' KALLE
�'F'OERVRLE\�
EASEMENT R. RADIUS LAND SURVEYORS
BUILDING SETBACK LINE 1632 (E1ViRE POINT DRIVE
A. LENGTH OF CURVE -0101 NAPER\4LlE.1LL1I1015 60563 � NO- 265-140 DRAIN BY MEK
0316
i - CENTERLINE CB, CHORD BEARING -