Resolution 2006-047 oversize plat (unit 20) -ass mss , �sor±:ur-am, °io�zsz*w r .. -
— --- P.I.N. 02-11400-002
; BAS'S °FBEARI"°
GRANDE RESERVE - UNIT 20
fRECORDED PLAT OF SUBDIVISION
OF GRANDE RESERVE UNIT 7
BEING A SUBDIVISION OF PART OF THE EAST HALF OF SECTION ",TOWNSHIP 3? NORTH, RNIGE 7 EAST --- j
OF THE THIRD PRINCIPAL MERIDIAN, IN THE UNITED CITY OF YOtZKVILLE, KENDALL COUNTY, ILUINILS.
I I
AREA BREAKDOWN 81TE;
LOTS 1 TO 13; 25 TO 39; 59 TO 61 I -
8.739 ACRES* 380,669 SO. FT.* -
LOT 3030
7.381 ACRESt 321 ,512 80. FT.t 7_1
LOT 3031 i �1
0.480 ACRESt 20,833 SO. FT.*
LOT 3032
0.080 ACRES* 3,473 SO. FT-* 1 I
I I
RIGHT-OF•WAY
5.355 ACRESt 233,346 SO. FT.t
TOTAL 22.035 ACRES± 959,833 SO. FT.t O\
THIS UNIT CORRESPONDS TO PART OF NEIGHBORHOOD CONCRETE
2 AS SHOWN IN THE ANNEXATION AGREEMENT. QQ\� SETT t
ZONING OF LOTS 1 THROUGH 13 25 THROUGH N 48'33146' E S 41'26'14' E
39 , 59 THROUGH 61 AND 3030 THROUGH 3032 \� 146.12' 0.00 J --
SHOWN HEREON IS 'R-2 P.U.D. '
PT % SITE MAP
Z Y r NOTE: LOTS 14 TO 24 AND 40 TO 58 ARE TO BE ~
G _ m INCLUDED IN GRANDE RESERVE UNIT 21 . N 01'24'00 E
OGO N 14.59' S 4813'46' W FOUND 3/4' (1" O.D. -
CO ti o IRON PPE AT COR.
G z n^� �c• PER "STORYBOOK S L1N`T 2' .C. 46.12'
G Z S 89'25 W (REC.) 04v _ — — -
J o SOUTH LME OF THE NORTHERS? — — — — — — — —
OUARTER OF SECTION 11-37-7 5 6817'59' W 2029.84' (MEAS-) 1
�. 1331.DS(MEAS•)
_- - - - - N 21031'250 E ! S 88'36'CC'
^'/� � NORTH LIE OF THE SOUTHER _j
NORTH LINE O SOUTHEAST_/ 120 r" I ✓ "' tw QUARTER OF SECTION 11-37-7
QUARTER OF SECTION 11-37-7 -''
N g^ � E ✓1'27'22' E
78.14' S 74.02'
C 16� 0�. I
` � 51'43'48' E f
99.54 .
59
S 70'31 ,d°` I ;�S F-' •R-28'35' W P.c ;
�vv S 8758'15" E� rya+ � / g o c °o I
78.84'. 2 % 61 5h 06"
_ R00 i o s,- �� I
S 89'33'17' E !�'
N 31 '15'17" Y27 168.36' DRIVE V)
89,64 R
28 29 13 j zI
I I
30 [v 1 = I
0 0 12 ��� Q SCALE: 1" =100'
T—� CO N
r' A=8.94' R=183.00'
° CB=N 73'45'30 W I 2 3
Z 26 31 11 0 100 s0 0 100 11 7
N 59'32'23' W `_ N
57.67 VO N! I W F5 i� co
N 37 10
23'20' E 32 � I 3 /go
148.98 a� — — SUBDIVISION LIMITS I
7 W p +gym SECTION LINE
g z 25 ((/ ` i% I ^� W QUARTER SECTION LINE
cs
N 14'SO'3O" E O 9 � 4 �_ --- QUARTER QUARTER SECTION LINE
m m U 66.12 33 WW I 2 r� tQ — _ — EXISTING R.O.W. LINE W
EASEMENT HEREBY GRANTED
r H V �� I
{ ° DEFER , 8 5 Jam/ /j SECTION CORNER ---i
o N 7„'09 30 w
o : N 14657'37" E 20.47' / ta�2 QUARTER SECTION CORNER I F
m s 120.0 0' / MEASURED DISTANCE
m > 7,5-09, O 0� s (MEAS.)
A N S x. 'T7(i I O� (REC.) RECORD DISTANCE I y ;
6$ E 39 O� P T. POINT OF TANGENCY I W
0
`SET CONCRETE 38 ,� 7 \ R RADIUS
MONUUENT A ARC LENGTH OF CURVE S s
S ) 37
'� I QO� ` P.C.C. POINT OF COMPOUND CURVATURE
36 _
5 F k7a T P,O.B- PLACE OF BEGINNING
500.88 1%d' V P.O.C- PLACE OF COMMENCEMENT
,y (�
B.S.L BUILDING SETBACK LINE
35 0 SET CONCRETE MONUMENT
A
S 8+>2 98 v
+0?9• � o SET IRON PIPE
Ef k'S • FOUND IRON PIPE
Z L NON LINE TABLE No.
C !9s CURVE TABLE No.
z t �ti
S� \��•'��� .T.
o r" N 46_'5_4'21" W
0.00'
f 3030 =39 �7�' R=25.00' I
rn 07 =S CRS'04'39" W PRESTON DRIV
rn
y� s I
66.19'/
q(T / ESE 1
_ I /
0 '55'21" E% EBE ,3 i L \ EBE 5 %
I I L. _ Jr
FOUND RON PIPE A=43.25' R=30.00 1 ESE2 1
SET PREVIOUSLY CB=S 62'36'13' W c I GRAN F Pr-qEP' - NIT 13 \
FOUND REB
36.62' I ' 4*3 \\ ESE 7 \
FOUND P.K. NAIL
AT GORIER ._ . , 26 W
f✓.li.c. 3028 i \ EBE 3 \ COG r ' — -7 I
76 ��
"ERETO30 5.3g R.C.. ESE 6
Q`A4f FDICArED FOUND ' / /
N )475'r.,.. DO`2 00016199N 76'05•` I P.O.C. I <\ ESE 4
S 7=F7 19.73(4EAJ 398.7 FOUND P.K. NAIL \ ESE 5 II 3029
7 � \ / _ 10�' 36 30891 1 I /
o I N )4b17 I� _ _ , 153�31 `,�• 1062' ly
a a 9' N
_, -.I� ` I HfREi5?' FOUL IRON PPE vor
Y 1039. a`ORf p�1C SET ,f• 10� '
a MSOV��U� AND P�p� '° REC.) , ` ` < N sy)+�jy(REC, p� A /
o GK'yru RD 5 76'05'46• E w F 30 41 9
2 AO 62.10'(REC. & MEAS.) ;., \2 (IE,�))�514)
Lj � N 73'31'37" E
C 93.18' /'►3' l3`
n/ 00C..
53886 l
\_S 07712'47• E 168.97°'._. !FRS-) • � .•- s_ _ `:�`�I
1 1 167.24'(REC. DOC No. 5/08514; i
FOUND R.R. SPICE /
AT CORNER
/ /S73'& IJ A ow
� W ^`s / o
542 S 7 g 4\ (RF\ FOUND RR SPKE
7
m -A / +78,1
-- Of.• AT COR.
�-.u-w'�' 3• f F �`46.1i'
I�JJ{T`v\` A5� '- �� /i \(RfC �fAS)
/ A,
12;51.46 _ No.
��V 51 E (REG i � 1 ii \882161)
0,; ✓ _ , " A / TS3 � 831 � i1E�r�i'�� � �' 811 \
ONO
/� • / �` — 810 812
toll ,
y z
o I z
FOUND 3/4' (1• o.D.)J i �� ' „.'16 809 8`-. V� F-
EA RON PPE AT COR. I i Cfi o
LU
s2F�c� r� 3015 u 8
\ / GRANDE RESERVE 808 QF�R� 2 Y o
Q ) z
3016 3013 UNIT .
RFC. 9/15/2005 �--
/ / C -SERVE GRANDE RESERVE / I DOC. 040. 200500028116 80-
/ REC. 8/17/2004 7
RE- 5%15/2005 DOC. NO. 200400023009
DO, 200500028116
NOTES:
1. SET 3/4" IRON PIPE (1-1/4" O.C.) WITH PLAS
CAP AT ALL LOT CORNERS UNLESS SHOWN OTHER ;_
ON SHEET ONE.
2. A, BLANKET PUBLIC UTILITY AND DRAIN4GE EASEME',-
HEREBY GRANTED OVER ALL PORTIONS OF LOTS 3030
THROUGH 3032• INCLUSIVE.
8 5/16/06 PER REVIEW JE
3. A STORMWATER MANAGEMENT EASEM_, - IS HEREB`
7 5/1/06 1 PER REVIEW
GRANTED OVER ALL OF LOT 3030,
6 3/14/06 1 PER REVIEW
4. LOTS 3030, 3031 AND 3032 SHALL B= CONVEYED T- 7-,E
HOMEOMER'S ASSOCIATION. 5 2/20/06 REVISE UNIT 14 PHASE 1 TO UNIT 20 MEl
4 1/6/06 ADD LEGAL DESCRIPTION M H
5. NC DIRECT VEHICULAR ACCESS TO MIL_ ROAD IS
PERM TIED FROM LOT 3030. 3 11/7/05 REVISE PER CLIENT'S REVIEW MEr
2 11/3/05 REMOVE FOX METRO TEMP. ESMT Val
--
• FOR BUILDING F.ESTRICTIONS AND EASEMENTS NOT SHOWN 1 0/26/05 REVISE PER REVIEW MD MIDWEST
TECHMC AL
HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE i PREPARED FOR: 9/22/05 ISSUED MEK
TECHNIC
POLICY AND LOCAL ORDINANCES. CONSULT ANT'S,INC. PASOLMELL! - PIONEER PLACE LLC NO. DATE DESCRIPTION BY
• COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY LAW D"N-e,ORS
DIFFERENCE AT ONCE. rnEMnT vw.c'mtdwtahs
,6wi w w;
FACa. ! Imf"CEN'TREPOPWCLE ,K1B NO.: 265-140 PASO DRAWN BY: MEK
6�„ ,,. ^^P SHEET 1 OF 3
J-as,wsLe IVLSIOW a uNIT m ,7102(X s 3-W o PM,r.,.I,
� BASIS OF BEARING � GRANDE RESERVE - UNIT 20 P.I.N. 02-11-400-002
RECORDED PLAT OF SUBDMSION I
:OF GRANDE RESERVE UNIT 7
BEi VG A SUBDIVISION OF PART OF THE EAST HALF OF SECTION 11, TOWNSHIP 37 NORTH, RANGE 7 EAST
O= THE THIRD PRINCIPAL MERIDIAN, IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS.
i
I,
LINE BEARING DISTANCE CURVE _ aRC PACIUS CHORD BEARING
Lib 89.40'53' E 64.45 C5 32.1, 350.00 N 02'28'56' E
L17 5 £i9'4C'53' E 8.25 C6 8.94 '50.00 S 7327'00' E
L18 S F.626'09' E 38.84 C7 7.99 350.DO S 47'34'35' E +�
SCALE: 1" =50' 1-19 S [9.4053" E 54.45 C8 94.03 300.00 S 7727'22' E
L20 N (9'40'53' W '.5.77 C9 4.68 300.04 S 68'28.35' E 5
L21 S 7 09'30' E 14.02 C,0 47.12 30.00 N 01'55'21' W 4•
L22 5 3626'09' E -9.35 C1, 42.28 30.00 N 61'54'03• E vs
5C 25 0 50 L23 5 b 55'21' E 3.95 C12 50.E5 333.00 S 82'04'44' E
L24 N 7031'46' W 350 C13 41.10 25.00 S 39'79'50' E
Zry /
L25 S 89'40'53• E 25.66 C14 &95 117.00 S 72'58'03' E
al� 7 L26 N 2,'31'25 E ?7.59 C15 47.12 _ 30.00 N 59'50'30" E
L27 N 42'02'10' E _5.34 C16 28.58 30.00 N 12.27'08' W
SuBDIV,SION LIMITS L28 S 8626'09" E 3.56 C17 39.52 30.00 S 52'34'49' W
SECTION LINE L29 S 46'55'21' E 6.11 CIS 47.12 30.00 S 30'09 E
L30 S 8626'°9• E 4.06 C19 12258 383.00 5 65'59'2 ��ro
QUARTER SECTION U/H L31 S 75'°9'30' E 0.66 C20 41.94 30.00 N 83'07'44' E
CENTERUNE C21 47. 30.00 N 2328.35' W
EXISTING R.O.M. LINE C22 53.69 267.00 S 77'27'22' E 0 /
- - -_ C24 29.27 -- ..�...R•�.
P.u. : D.E. HEREBY GRANTED C24 29.85 _...� _ C�_flll
C25 34.42 633.00 - N 23 U4
SECTION CORNER C26 12.23 785.00 N 42'3752' E �
C27 4.46 267.00 S 68'57'19• E 45
N 0124'00" E `� v
,s�16 QUARTER SECTION CORNER 14.59' , a
I 448
(meas.) MEASURED DISTANCE 6
(rec.) RECORD DISTANCE �a400 'O�e S 88-36#W"/��/I11E
P.C. POINT OF CURVATURE \ \ T, F 16 30.00'
C��
P.T, POINT OF TANGENCY C
° ' J J 744.02. E 35.00' 35.00'
R. RADIUS V p s' ,� \ `7'221
A. ARC LENGTH OF CURVE �•^ 59 ,
CB. CHORD BEARING , 10,080 S.F.± / /- - - - _ C.
P.R.C. POINT OF REVERSE CURVATURE
• y $ 5' o
P.C.C. POINT OF COMPOUND CURVATURE H , .^� O' S• 1 LL ib O
A o JD 9 H 4 l 5 C6
P.O.B. PUCE OF BEGINNING ,A, ,L sc\ _ / 1 1 S.F.± Go
P.O.C. PUCE OF COMMENCEMENT
P.U. k D.E. PUBLIC UTIUTY & DRAINAGE EASEMENT - - .N &q0 / / \ v $ 61 I
O < V
B.S.L BUILDING SETBACK UNE \ \ \ 2 / I 3 A , Y N 0 e
EBE EXCEPTION TO BLANKET EASEMENT \ 0 11 ,479 STA I s `(N s s " m g
p SET CONCRETE MONUMENT ..�� ^ Z ZI w fV
0
o SET IRON PPE s sae r`[` / �3o B.S.L M p
• FOUND IRO+ PIPE ' ^N 6828!23.36 N 6aZ6•JS 6Y°E-p�C46J 0*J'E \ ��' A_,9. 2J• L - - - N N
�E p� N 89'59 ' ' 1 W g �D $ czz 35.29'
L )`LQ. LINE TABLE NO «�� �p S 8/ dOp1�S" E (�
C [9Q• CURVE TABLE NO. S 89 W'1'r E 168.36' 78.VT' V �oy ,�� 1 .� //\ � �\0'�• �"3. �'\ �� g L22 35.00'
.1 178-18 12.2 66-57 78 � ' F fit/ - V .moo Q
*(V /- -� - - �- -- - I \ 68,ff5 �. \ �, '9=94. 03. S 8626_09. E
I\ / 5 5'--I ° /� \ 10°.98'
�/r)�� // 5�\ Q r5. o \ ss7- ;")4O / > S HEREBY DEDICATED
�� 0�. / \i�� 28 13 Sy �\ �8 ♦ ti ~ / 13 /0",� / G5� ' _ - Cl L18 I
/ n 29 J �' / 33 00, / 35.28' C',)
�, • 12,170 S,F.t a a �! / \\ F /5. 12,287 S.F.± / - �- - �
- T 12,058 S.F.± 30 B,�. J
27 Lam % C� /$ /,'°, /-
} ti °
U � 17715 S.F.± \\�� o 6.S.L1 1 0� /�
Z i �_ -� 3 - ; N r1 a °
,o i \ \ �z: 38.79 J Lzs A9. '/ t '/ ° �� A / . 13,643 S.F.t I `J
���a p0' L19 ?J, �\ \ 15,165 -).F.t I rn v IZ �, / �� o h 0 4Q `1
h �N nr O I
Cr - S 'J,/ ���. �'�` 0_I i.. j S.F.t / /` = m -° , � ,S l JO.00,
• 1 �769>• E' � J/<o.3 •4d �.r1d \ _ � � / ry�^ / =W �� � \
J Gaza)
L _ rf�
81'43'57• E 7J27 5 E�
r
I � `� � •`d _ _,30.76'- - '1 � Ir T � \saze3s,
r 1 ,o•_.I � us "
S 26 u .
r , /
I I I . 1 ,
14,851 S.F.± / o 31 0 I i�� 11 ,354 S.F.± i
I \ ti /110. I 11 ,986 S.F.=
13,901 S.F.t I
\ o \ 1 ^ \ /0J y /per 13 A7, s
120 '13 / \ / / /.
N 59632123' W �(� Ss,,, / ^
57.67' _� `- j / s2 R7•f\ `^ti/ �\E�
o, ,a /f'� �- \\\ �2 �' 10 J °" 11 ,626 S.F.± o m r
.,�' �' J• 32 10,819 S.F.± ti� ,S /
15,095 S.F.± h / /� ° 6 a, / ° lip
/. s s8 0Y /'� s / $j e
25 / / o n / a, 'sons /yti /�,o `' ��?o ��• /a �' QSP pti 7^ <�/ h
15,470 S.F.t l o,4 W 2 m 3 /--1 / �o / cb a /0•
,^4 ••, J
J' �, a ti a 11 4ts� S.r.t /
_ 33 10,419 S.F.± / ti S ry /
`�
' s 7s ` ' - � ,t JJ.gp. / 15,564 S.F.± / / s �\ / /o. /6. . / ti ti// �/z 9S0• /
$ b8,!° E 8031, / J3.gp• / ` ^/ \?°O �• ' ti� /O
lb`as.TR• R l �L / 14,029 S.F.± / ` a ^ \ / _
A=8.94' R=183.00 sue`_ �! z J
CB=N 73'45'30" W 3 j� , / A►Y; / '0• '6 v /
N 75'09'O'4 W 4e \ T & 77Z 4rgcA TED \ 9 q ,ate\\ °�/ ?` }a}/�oS r �.ti� ^��
as` cz° 10,358 S.F.± °�o /
o / 39
4*1 sa.1z. �T 9 ��j v /\\\osJ \ // °; �'00-
I �S 75V9, / 10,080 S.F. B�/ l 67.
Q >>
?� 8�' f 2 J' 1p / y / - 38 $,� ` / \ �aS �• °7�s, l /O• '� ,�\ \v/ k°F'S' �• REAR LOT LINE
/ 10,080 S.F.± / 3 ° o ) 0• s
1 ,0. 37 / l \ :T s'' 2- . F �5 12,229 S.F.± '\\
252. 00, L ` b / / 19,080 S.F.± !°,R 36 , /. °,F �8 \ / .y� I -- - -{- - - I I
s
84.00 �, ,/ L s,/ " 11,633 S.F.t ,;�i \� \s� 'ass?qye\ e ,/ M1� °,79 }� ` ��o • �.T I I I I
- - _ �5• egg S /, �J• / 9 / �; .� A► I I I I SIDE LOT
`\ �3s, y�^ s'�'F � 's \ } y ?`°`h^ 0{� hA• I I I rLINE
y 6,
sy�y 35 y�O/C I 5'
^ ,rs 1 / e I I 5 I I
Sa*:0�� <~0 10,638 S.F.t ��/ `°�'��49 s I I I I
,k
4, 30
i1t� I I SETBACK I �UNE I I
34 =39.27' =25.00' --- - L - - -- -� L - - -
<\ 10,085 S.F.± ,o� CB=S 88 '39' W
ti
�A=39.27' R=25� FRONT LOT LINE
(�=S 01'� , _ TYPICAL EASEMENT DETAIL
NOTE: A 10 FOOT PUBLIC 'JTiL1TY AND DRAINAGE
EASEMENT IS HEREBY GRANTED ALONG ALL FRONT
AND REAR LOT UNES AND ALL SIDE YARD EASEMENTS
SHALL BE 5 FEET , UNLESS SHOWN AND DIMENSIONED
HEREON AS OTHERWISE.
G NDE RES1LVE - UNI 13
3030
REC.
DDC. No. t Ea040NZ,4;
7.38 Ac.t �� 3029 % PRESTON p
RIVE
8 5/16/06 PER REV" JB / 3028 jj EBE 1 /
7 5/1/06 PER RE1fEW J8 / � '
6 3/14/06 PER REVEW JB
5 2/20/06 REVISE UN- 14 PH '1 TO L44T 20 MEK
4 1/6/06 ADD LEGAL PT1ON MEK NOTES
1. SET 3/4" IRON PIPE (1-1/4" O.D.) MATH PLASTIC
3 11/7/05 REVISE PER CLIWrS REVIEW MEK CAP AT ALL LOT CORNERS UNLESS SHOWN OTHERWISE
2 11/3/05 REMOVE FOX METi46 TEMP. ESMT MEK ON SHEET ONE-
1 0/26/05 REVISE EA AE\AEW M£K
D
2. A BLANKET PUBL'C UTILITY AND DRAINAGE EA I
-
9/22/05 S511ED MEK _ HEREBY GRANTED OVER ALL PORTIONS Cf LOTS 3030
THROUGH 3032. ,NCLUSIVE.
No. DATE DESCRt�+'110N SY -
3. A STORMWATER MANAGEMENT EASEMENT IS HEREBY
GRANTED OVER ALL OF LOT 3030.
%MWEST �I '' PREPARED FOR 4. LOTS 3030. 3031 AND 3032 SHALL BE CONVEYED TO THE
• FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN TticxlNxaL HDMEDWNER's AssDCIAnoN.
HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE CONSULTANTS, INC. ZASOUINELLI - PIONEER PLACE LLC
POLICY AND LOCAL ORDINANCES. wM � i s. Ne ERECT vEHlcxtuR Access o MIL RoAO Is
COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY }� II �n>•+mr j aERAHTTID FROM LDT 3030.
DIFFERENCE AT ONCE. it . „ ,� 265 „� PASD DAWN BY, MEK ; SHEET 2 OF 3
-71404111APPIFIIIII91991W{11147,WOOL , I �..---- ----
� P.I.N. 02-11-400-002
OWNER.
GRANDE RESERVE - UNIT 20
IN ACCORDANCE WITH THE PLAT ACT *664238 THIS
PLAT HAS BEEN SLIBMITTED FOR RECORDING BY. I BEING A SUBDIVISION OF PART OF THE EAST HALF OF SECTION 11, TOWNSHIP 37 NORTH, RANGE 7 EAST
OF THE THIRD PRINCIPAL MERIDIAN, IN THE UNITED CITY OF YORKVILLE, KENDALL C OLIN Y, L1REOIS.
OWNERS CERTIFICATE
STATE OF j4UAfV/_l )
> ss
COUNTY OF r� K )
THIS IS TO CERTIFY THAT PASQUiNELLI - PIONEER PLACE LLC, AN 11 N#Y.S LIMITED LIABILITY COMPANY, IS THE FEE
SIMPLE OWNER OF THE PROPERTY DESCRIBED N THE FOREGOING SURVEYOR'S CERTIFICATE AND HAS CAUSED THE
SAME TO BE SURVEYED, SUBDIVIDED, AND PLATTED AS SHOWN HEREON FOR THE USES AND PURPOSES HEREIN SET
FORTH AS ALLOWED AND PROVIDED FOR BY STATUTE, AND DOES HEREBY ACKNOWLEDGE AND ADOPT THE SAME
UNDER THE STYLE AND TITLE THEREON INDICATED.
KENDALL COUNTY RECORDER'S CERTIFICATE
STATE OF ILLINOIS ) THE UNDERSIGNED HEREBY DEDICATES FOR PUBLIC USE THE LANDS SHOWN ON THIS PLAT FOR THOROUGHFARES,
S.S. _ STREETS, ALLEYS AND PUBLIC SERVICES; AND HEREBY ALSO RESERVES FOR ANY ELECTRIC, GAS, TELEPHONE. CABLE
COUNTY OF KENDALL ) TV OR OTHER TELECOMMUNICATIONS COMPANY UNDER FRANCHISE Af#EfMENT MATH THE UNITED CITY OF YORKVILLE.
?HEIR SUCCESSORS AND ASSIGNS, THE EASEMENT PROVISIONS WHICH ARE STATED HEREON.
THIS INSTRUMENT WAS FILED FOR RECORD IN THE RECORDER'S
OFFICE OF KENDALL COUNTY, ILLINOIS, ON THE DAY OF THE UNDERSIGNED FURTHER CERTIFY THAT ALL OF THE LAND INCAM IN THIS PLAT LIES WATHN THE BOUNDARIES
A.D., 20_ AT O'CLOCK _.M.. OF YORKVILLE COMMUNITY UNIT SCHOOL DISTRICT 115.
DATED AT 411 t I.3 dk ju mwl THIS 1gr DAY OF 2004
RECORDER OF DEEDS Q .OF rp� PASQUIN ILI - PIONEER PLACE LLC
;•' COMPANY NAME
CITY CLERK'S CERTIFICATE ° Ux_P� 'e `; ! ADDRESS: 535 PLAINfIE1D ROAD
STATE OF ILLINOIS ) ; • AL
)SS D S311TE E
COUNTY OF KENDALL) �'• \�;I
(�.;`BASEMENT PROVISIONS WILLOWBROOK. IL. 60527
APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL •"• ...... A k)-N-F`' JSIVE EASEMENT FOR SERVING THE
I UNITED CITY OF YORKVILLE, ILLINOIS, BY 6RelNniatC' NC.d /7 LION
AT A MEETING HELD THIS `3 DAY OF ,-S'Qk X 200 fib,., +'ROPERTY WITH ELECTRIC AND Cr „ATION SERVICE
IS HERr=BY RESET -) FOR AND GRANTED Tr MMONWEALTH EDISON COMPANY. AMERITECH BY. P N THOMAS J SHERMAN
ILLINOIS a.k.a. ILL s BELL TELEPHONE Cl I'ANY, GRANTEES E P NT ASSIS ANT SECRETARY
THEIR RESPECTIVE LICENSEES.SUCCESSORS AND ASS JOINTLY AND SEVF` I fO CONSTRUCT.OPERATE,REPAIR MAINTAIN.
TTY C I< MODIFY.RECONSTRUCT, REPLACL SUP' _EMENT.RELOC:.i E AND REMOVF TO TIME.POLES,GUYS.ANCHORS.WIRES,CABLES,
CONDUITS,MANHOLES,TRANSFOFOAERS.PEDESTALS.EQUIPMENT CAB: HER FACILITIES USED IN CONNECTION WITH ) VICE PRESIDENT (� NAM ASSISTANT SECRETARY
UNDERGROUND TRANSMISSION AND DISTRIBUTION OF ELECTRICITY,C.-rAh&;NICAPONS.SOUNDS AND SIGNALS IN,OVER UNDER ACROSS.
. THE SURFACE OF THE PROPERTY SHOWN WITHIN THE DASHED OR DOTTED LINES(or vrWw doognW n)ON THE PLAT AND
.. _ -TUTY EASEMENT•,PUBLIC UTILITY EASEMENT',P.U.E.'(or*r& --n),THE PROPERTY DESIGNATED IN THE
COUNTY CLERK'S CERTIFICATE JECLARATIQN OF 7MINIUM AND NA OR ON THIS PLAT AS ELEMENTS,A TH_ - DESIGNATED ON THE FLAT AS
"COMMON AREA OR AREAS'.AND THE PROPERTY DESIGNATED ON THE PLAT FOR STREETS AN6: ...a, "^_.W*STHER PUBLIC OR PRIVATE.
STATE OF ILLINOIS ) TOGETHER WITH THE RIGHT TO INSTALL REWIRED SERVICE CONNECTIONS:RIDER THE SURFACE OF EACH LOT AM COMMON AREA OR NOTARY CERTIFICATE
)SS AREAS TO SERVE IMPROVEMENTS THEREON.OR ON ADJACENT LOTS,AND COMMON AREA OR AREAS,THE RIGHT TO CUT,TRIM OR REMOVE STATE OF LLL NW0/S
COUNTY OF KENDALL ) TREES,BUSHES.ROOTS, SAPLINGS AND TO CLEAR OBSTRUCTIONS FROM THE SURFACE AND SUBSURFACE AS MAY BE REASONABLY )
REQUIRED INCIDENT TO THE RIGHTS HEREIN GIVEN,AND THE RIGHT TO ENTER UPON THE SUBDIVIDED PROPERTY FOR ALL SUCH PURPOSES � � ) SS
L"P
1 COUNTY CLERK OF KENDALL COUNTY, ILLINOIS, PRIVATE OBSTRUCTIONS SHALL NOT BE PLACED OVER GRANTEES FACILITIES OR IN, ON OR OVER THE PROPERTY WITHIN THE DASHED COUNTY OF Arg Z }
DO HEREBY CERTIFY THAT THERE ARE NO DELINQUENT GENERAL TAXES, NO OR DOTTED LINES (or smiar designation)ON THE PLAT AND MARKED'EASEMENT',17T!J': EASEMENT'.PUBLIC UTILITY EASEMENT",P.U.E.'
UNPAID CURRENT TAXES, NO UNPAID FORFEITED TAXES, AND NO REDEEMABLE (or smiar 0e 9n bw).WITHOUT THE PRIOR WRITTEN CONSENT OF THE GRANTEES. AFTER INSTALLATION OF ANY SUCH FACILITIES.THE 1w I�
TAX SALES AGAINST ANY OF THE LAND INCLUDED IN THE PLAT HEREIN DRAWN. I GRADE OF THE SUBDIVIDED PROPERTY SHALL NOT BE ALTERED IN A MANNER SO AS TO INTERFERE WITH THE PROPER OPERATION AND 1. `."� rIli✓S TO A NOTARY PUBLIC IN AND FOR THE COUNTY
N
FURTHER CERTIFY THAT I HAVE RECEIVED ALL STATUTORY FEES IN CONNECTION MAINTENANCE THEREOF
WITH THE PLAT HEREIN DRAWN. THE TERM"COMMON ELEMENTS'SHALL HAVE THE MEANING SET FORTH FOR SUCH TERM IN THE' CONDOMINIUM PROPERTYAC" AND STATE AFORESAID, DO tHE�REBY CERTIFY THAT
CHAPTER 765 ILCS 60&'2,AS AMENDED FROM TIME TO TIME. AND `7jWLj d S � U LJ`M 4d'1 PERSONALLY KNOWN TO ME TO E THE
GIVEN UNDER MY HAND AND SEAL OF THE COUNTY CLERK AT YORKVILLE, THE TERM COMMON AREA OR AREAS'IS DEFINED AS A LOT,PARCEL OR AREA OF THE REAL PROPERTY.THE BENEFICIAL USE AND VICE PRESIDENT AND ASSISTANT SECRETARY OF AS SHOWN ABOVE,
ENJOYMENT OF WHICH IS RESERVED IN WHOLE OR AS AN APPORTIONMENT TO THE SEPARATELY OWNED LOTS.PARCELS OR AREAS WITHIN APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED THAT AS SUCH OFFICERS, THEY SIGNED AND DELIVERED THE
ILLINOIS, THIS DAY OF 20_. THE PLANNED DEVELOPMENT,EVEN THOUGH SUCH MAY BE OTHERWISE DESIGNATED ON THE PLAT BY TERMS SUCH AS'OUIROTS'. SAID INSTRUMENT AND CAUSED THE COMPANY SEAL TO BE AFFIXED THERETO AS THEIR FREE AND VOLUNTARY ACT
"COMMON ELEMENTS". *OPEN SPACE', 'OPEN AREA',COMMON GROUND',PARKING'.AND *COMMON AREA'. THE TERMS COMMON AREA OR AND AS THE FREE AND VOLUNTARY ACT OF SAID COMPANY, FOR THE USES AND PURPOSES THEREIN SET FORTH.
AREAS'ANC COMMON ELEMENTS'INCLUDE REAL PROPERTY SURFACED WITH INTERIOR DRIVEWAYS AND WALKWAYS.BUT EXCLUDES REAL
PROPERTY PHYSICALLY OCCUPIED BY A BUILDING. SERVICE BUSINESS DISTRICT OR STRUCTURES SUCH AS A POOL_RETENTION POND OR GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS _tie DAY OF7"_. 20DIp
MECHANICAL EQUIPMENT,
RELOCATION OF FACILITIES WILL BE DONE BY GRANTEES AT COST OF THE GRANTOR/LOT OWNER.UPON WRITTEN REQUEST.
COUNTY CLERK
UNITED CITY OF YORKVILLE NOTA PUBLIC "OFFICIAL SEAL"
EASEMENT PROVISIONS /-27-0 PAMELA.C.FUNSTON
Notary FuL'nt State d 00'
CITY ENGINEER'S CERTIFICATE MT Comr'IssonExpm11-2<-G_
STATE OF ILLINOIS ) PUBLIC UTILITY AND DRAINAGE EASEMENT'
S.S. i A NONEXCLUSIVE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO SBC AMERITECH,NICOR,DOM ED,JONES INTERRCABLE,OTHER
COUNTY OF KENDALL) PUBLIC UTILITIES,AND HOLDERS OF EXISTING FRANCHISES GRANTED BY THE UNITED CITY OF YORKVILLE,ILLINOIS,AND THEIR RESPECTIVE
SUCCESSORS AND ASSIGNS WITHIN THE AREAS SHOWN ON THE PLAT AS PUBLIC UTILITY 6 DRAINAGE EASEMENT(ebbrw®fed P.U.&D.E.)TO
1, JOE WYWROT, CITY ENGINEER FOR THE UNITED CITY OF YORKVILLE, DO HEREBY CONSTRUCT, INSTALL, RECONSTRUCT, REPAIR,REMOVE,REPLACE, INSPECT,MAINTAIN AND;OPERATE UNDERGROUND TRANSMISSION AND
CERTIFY THAT THE REQUIRED IMPROVEMENTS HAVE BEEN INSTALLED OR THE DISTRIBUTION SYSTEMS AND LINES LI NDER THE SURFACE OF THE PUBLIC L`-,. ` S ORRAINAGE EASEMENT,INCLUDING WITHOUT LIMITATION
REQUIRED GUARANTEE COLLATERAL HAS BEEN POSTED FOR THE COMPLETION OF TO TELEPHONE CABLE, GAS MAINS. ELECTRIC LINES,CABLE TELEVISION LINED. I;L ALL NECESSARY FACILITIES APPURTENANT THERETO,
ALL REOUIRED IMPROVEMENTS. TOGETHER WITH THE RIGHT OF ACCESS THERETO FOR THE PERSONNEL AND EQUIPMENT NECESSARY AND REWIRED FOR SUCH USES AND
PURPOSES AND TOGETHER WITH THE RIGHT TO INSTALL REQUIRED SERVICE CONNECTIONS UNDER THE SURFACE OF EACH LOT TO SERVE
DATED AT YORKVILLE, ILLINOIS THIS 3p=SAY OF LNr.\e�+� 200b IMPROVEMENTS THEREON.
A NON-EXCLUSIVE EASEMENT IS ALSO HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY OF YORKVILLE, ILLINOIS TO CONSTRUCT.
INSTALL,RECNNSTRU,_T,REPAIR. REMOVE, REPLACE AND INSPECT FACILITIES FOR THE TRANSMISSION AND DISTRIBUTION OF WATER.
STORM SEWERS, SANITARY SEWERS AND ELECTRICITY.WITHIN THE rREIS SHOWN ON-[HE PLAT AS PUBLIC UTILITY M DRAINAGE
CITY E GI E EASEMENT,TOGETHER WITH A RIGHT OF ACCESS THERETO FOR THE PERSONNEL AND EQUIPMENT NECESSARY AND REQUIRED FOR SUCH
USES AND PURPOSES.
SURVEYOR'S CERTIFICATE
CITY COUNCIL CERTIFICATE THE ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER UPON EASEMENTS HEREIN DESCRIBED FOR THE USES HEREIN STATE OF ILLINOIS )
STATE OF ILLINOIS ) SET FORTH AND THE RIGHT TO CUT,TRIM,OR REMOVE ANY TREES,SHRUBS OR OTHER PLANTS WITHIN THE AREAS DESIGNATED AS PUBLIC
)SS UTILITY AND DRAINAGE EASEMENT WHICH INTERFERE WITH THE CONSTRUCTION,INSTALLATION,RECONSTRUCTION,REPAIR R S.S.
EMOVAL, )
COUNTY OF KENDALL) REPLACEMENT, MAINTENANCE AND OPERATION OF THEIR UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS AND FACILITIES COUNTY OF DUPAGE )
APPURTENANT THERETO. NO PERMANENT BUILDINGS,STRUCTURES,OR OBSTRUCTIONS SHALL BE CONS fRUCTED IN,UPON,OR OVER ANY
APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE AREAS DESIGNATED AS PUBLIC UTILITY It DRAINAGE EASEMENT',BUT SUCH AREAS MAY BE USED FOR GARDENS.SHRUBS,TREES. THIS IS TO CERTIFY THAT WE, MIDWEST TECHNICAL CONSULTANTS, INC., PROFESSIONAL DESIGN FIRM-LAND
���,,`/� DAY LANDSCAPING,DRIVEWAYS.AND OTHER RELATED PURPOSES THAT DO NOT UNREASONABLY INTERFERE WITH THE USES HEREIN - SURVEYING CORPORATION NO. 184-002917, HAVE SURVEYED, SUBDIVIDED AND PLATTED THE FOLLOWING DESCRIBED
UNITED CITY OF YORKVILLE, 1 INOISS, THIS A AY OF J V�E 200(0 DESCRIBED. PROPERTY:
THE OCCUPATION AND USE OF THE NON-EXCLUSIVE EASEMENT HEREIN GRANTED AND RESERVED FOR THE ABOVE NAMED ENTITIES BY
EACH OF SUCH ENTITIES SHALL BE DONE IN SUCH A MANNER SO AS NOT TO INTERFERE WITH OR PRECLUDE THE OCCUPATION AND USE THAT PART OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD
THEREOF BY OTHER ENTITIES FOR WHICH SUCH EASEMENTS ARE GRANTED AND RESERVED.THE CROSSING AIL'?RT-ROSSING OF SAID PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS:
MAYOR - =• TS BY THE ABC' 'LA.MED ENTITIES SHALL BE DONE IN SUCH A MANNER SO AS NOT TO INTERFERE�F.TT ii, DAMAGE.OR DISTURB
- .,STRIBUTION SYSTEMS AND FACILITIES APP 1'TENANT THFR<'"- - "THIN THE EASEMENTS BEING COMMENCING AT THE NORTHWEST CORNER OF THAT PART OF THE SOUTHEAST QUARTER OF SAID SECTION 11
--D. NO USE OR OCCUPATION OF SAID;• - _S SHALL CAUSE ANY CHANGE IN DESCRIBED IN DOCUMENT NUMBER 9708514; THENCE SOUTH 74 DEGREES 01 MINUTE 19 SECONDS EAST ALONG THE
GRADE vn MPA:R OR CHANGE THE SURFACE DRAINAGE PATTERN,- CENTERLINE OF MILL ROAD A DISTANCE OF 302.98 FEET TO THE NORTHWESTERLY LINE OF THE COMMONWEALTH
FOLLOWING ANY WORK To Be PERFORMED By THE UNITED CITY OF YORKVILLE IN T. to kcISE OF ITS EASEMENT RIGHTS HEREIN EDISON RIGHT OF WAY; THENCE NORTH 73 DEGREES 31 MINUTES 37 SECONDS EAST ALONG SAID RIGHT OF WAY
GRANTED,SAID CITY SHALL HAVE NO OBLIGATION WITH RESPECT TO SURFACE RESTORATION, INCLUDING BUT NOT LIMITED TO,THE UNE A DISTANCE OF 93.18 FEET TO AN IRON PIPE SET AT THE NORTHERLY RIGHT OF WAY LINE OF MILL ROAD,
RESTORATION,REPAIR OR REPLACEMF"� OF PAVEMENT,CURB.GUTTERS,TREES,LAWN OR SHRUBBERY,PRO,^_-D.HOWEVER.THAT SAM) ACCORDING TO THE PLAT THEREOF RECORDED MAY 31, 2006, AS DOCUMENT NUMBER 200600016199; THENCE
CITY SHALL BE OBLIGATI,' - ARCH MAINTENANCE WOR' TO BACKFILL AND MOUND ALL TRENCH °s TG 'K-THIN NORTH 74 DEGREES 01 MINUTE 19 SECONDS WEST ALONG SAID NORTHERLY RIGHT OF WAY LINE OF MILL ROAD A
" -ABLE Or ANY ASPHALT OR CONCRETE-URFACE,TO REMOVE ALL EXCESS,:' AND TO LEAVE DISTANCE OF 382.52 FEET TO AN IRON PIPE SET AT A BEND POINT: THENCE NORTH 76 DEGREES 05 MINUTES 46
.N A GENERALLY CLEAN AND WORK M'- .x s. 'ONDIT" SECONDS WEST ALONG SAID RIGHT OF WAY LINE 398.72 FEET TO A POINT OF CURVATURE, BEING THE WEST-MOST
PANT OF GRANDE RESERVE UNIT 13, ACCORDING TO THE POUT THEREOF RECORDED JULY 11-
2ovA. AS DOCUMENT NUMBER FOR THE PLACE OF BEGINNING; THENCE CONTINUING
STORMWATER MANAGEMENT EASEMENT PROV _AS NORTH 76 DEGREES 05 MINUTES 46 SECONDS WEST ALONG SAID NORTHERLY LINE OF MILL ROAD A DISTANCE OF
AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY OF YORKVILLE AND TO ITS SUCCESSORS AND ASSIGNS,OVER 335.39 FEET TO AN IRON PIPE SET; THENCE NORTH Ot DEGREE 11 MINUTES 05 SECONDS WEST 616.39 FEET;
ALL OF THE AREAS MARKED'STORMWATER MANAGEMENT EASEMENT'(abbnvitied S.M.E.)ON THE PLAT FOR THE PERPETUAL RIGHT. THENCE SOUTH 75 DEGREES D9 MINUTES 30 SECONDS EAST 248.68 FEET; THENCE NORTH 14 DEGREES 50 MINUTES
CITY PLAN COMMISSION CERTIFICATE PRIVILEGE,AND,AUTt-40RITY TO SVRVEY, CONSTRUCT.RECONSTRUCT,REPAIR. INSPECT,MAINTAIN AND OPERATE STORM SEWERS AND THE
STORMWATER MANAGEMENT AREA.TOGETHER WITH ANY AND ALL NECESSARY MANHOLES,CATCH BASINS, SANITARY SEWERS,WATER 30 SECONDS EAST 120.00 FEET; THENCE NORTH 75 DEGREES 09 MINUTES 30 SECONDS WEST 20.47 FEET TO A
STATE OF ILLINOIS ) MAINS,ELECTRIC AND COMMUNICATION CABLES,CONNECTIONS,DITCHES, SWALES,AND OTHER STRUCTURES AND APPURTENANCES AS - POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHEAST,
)SS MAYBE DEE' '=SSARY BY SAID CITY,OVER,UPON.ALONG,UNDER AND THROUGH SAID INDICATED EASEMENT,TOGETHER WITH THE HAVING A RADIUS OF 183.00 FEET, HAVING A CHORD BEARING OF NORTH 73 DEGREES 45 MINUTES 30 SECONDS
COUNTY OF KENDALL) RIGHT OF A ___ --,ROSS THE PROPERTY FOR NECESSARY MEN AND EQUIPMENT TO DO ANY OF THE ABOVE WORK.THE RIGHT IS ALSO WEST, A DISTANCE OF 8.94 FEET; THENCE NORTH 14 DEGREES 50 MINUTES 30 SECONDS EAST 66.12 FEET; THENCE
APPROVED AND ACCEPTED BY THE PLAN COMMISSION OF THE GRANTED TO CUT DOWN, TRIM OR REMOVE ANY TREES,SHRUBS OR OTHER P ANTS ON THE E° " NTERFERE WITH THE NORTH 37 DEGREES 23 MINUTES 20 SECONDS EAST 148.98 FEET; THENCE NORTH 59 DEGREES 32 MINUTES 23
OPERATION OF SEWERS OR OTHER UTILITIES. NO PERMANENT BUILDINGS SHALL BE P:.ICED ON ~' T. NO CHANGE TO THE SECONDS WEST 57.67 FEET; THENCE NORTH 01 DEGREE 11 MINUTES 05 SECONDS WEST 158.00 FEET; THENCE
MAY``// ((�� TOPOGRAPHY OR STORMWATER MANAGEMENT STRUCTURES WITHIN THE EASEMENT AREA SHALL BI �zDE v,.THOUT EXPRESS WRITTEN NORTH 31 DEGREES 15 MINUTES 17 SECONDS EAST 89.64 FEET; THENCE SOUTH 89 DEGREES 33 MINUTES 17
UNITED CITY OF YORKVILLE. ILLINOIS, THISCIty_DAY OF�� 200Y/ CONSENT OF THE CITY ENGINEER.BUT SAME MAY BE USED FOR PURPOSES THAT DO NOT THEN OR LATER INTERFERE WITH THE AFORESAID
SECONDS EAST 168.36 FEET; THENCE SOUTH 87 DEGREES 58 MINUTES 15 SECONDS EAST 78.84 FEET; THENCE
USES OR RIGHTS SOUTH 70 DEGREES 31 MINUTES 46 SECONDS EAST 78.16 FEET; THENCE SOUTH 51 DEGREES 43 MINUTES 48
THE OWNER OF THE PROPERTY SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE STORMWATER MANAGEMENT AREA AND SECONDS EAST 99.54 FEET; THENCE NORTH 89 DEGREES 59 MINUTES 19 SECONDS EAST 78.14 FEET; THENCE
APPURTENANCEE THE UNITED CITY OF YORKVILLE WILL PERFORM ONLY EMERGENCY PROCEDURES AS DEEMED NECES=:aRY BY THE CITY - NORTH 21 DEGREES 31 MINUTES 25 SECONDS EAST 120.00 FEET; THENCE NORTH 68 DEGREES 28 MINUTES 35
CHAIRMAN ENGINEER OF THE UNITED CITY OF YORKVII I F SECONDS WEST 23.36 FEET; THENCE NORTH 21 DEGREES 31 MINUTES 25 SECONDS EAST 186.00 FEET; THENCE
SOUTH 68 DEGREES 29 MINUTES 01 SECOND EAST 167.50 FEET; THENCE SOUTH 81 DEGREES 27 MINUTES 22
CITY ADMINISTRATOR'S CERTIFICATE SECONDS EAST 74.02 FEET; THENCE SOUTH 88 DEGREES 36 MINUTES 00 SECONDS EAST 30.00 FEET; THENCE
NORTH 01 DEGREE 24 MINUTES 00 SECONDS EAST 14.59 FEET TO A POINT OF CURVATURE; THENCE
STATE OF ILLINOIS ) NORTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 435.00 FEET,
)SS _ - HAVING A CHORD BEARING OF NORTH 24 DEGREES 58 MINUTES 53 SECONDS EAST, A DISTANCE OF 358.07 FEET TO
COUNTY OF KENDALL) A POINT OF TANGENCY; THENCE NORTH 48 DEGREES 33 MINUTES 46 SECONDS EAST 146.12 FEET; THENCE SOUTH
APPROVED AND ACCEPTED BY THE CITY ADMINISTRATOR OF THE 41 DEGREES 26 MINUTES 14 SECONDS EAST 70.00 FEET; THENCE SOUTH 48 DEGREES 33 MINUTES 46 SECONDS
10D AY 146.12 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE
UNI TY OF ORKVILLE, ILLINOIS, THIS U V DAY OF ��k 200(0 TO THE SOUTHEAST, HAVING A RADIUS OF 365.00 FEET, HAVING A CHORD BEARING OF SOUTH 24 DEGREES 58
1 _ =` MINUTES 53 SECONDS WEST, A DISTANCE OF 300.45 FEET TO A POINT OF TANGENCY; THENCE SOUTH 01 DEGREE
I`� - 24 MINUTES 00 SECONDS WEST 138.04 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG THE ARC
CITY M ISTRATOF OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 885.00 FEET, HAVING A CHORD BEARING OF
SOUTH 22 DEGREES 14 MINUTES 20 SECONDS WEST, A DISTANCE OF 643.76 FEET TO A POINT OF TANGENCY;
THENCE SOUTH 43 DEGREES 04 MINUTES 39 SECONDS WEST 157.00 FEET TO A POINT ON THE NORTHERLY LINE OF
GRANDE RESERVE UNIT 13, BEING A SUBDIVISION OF PART OF SAID SECTION 11, ACCORDING TO THE PLAT THEREOF
KENDALL COUNTY RIGHT TO FARM STATEMENT RECORDED JULY It tool. AS DOCUMENT NUMBER R Lo"0*6"'1LS THENCE
NOTICE: NORTH 46 DEGREES 55 MINUTES 21 SECONDS WEST ALONG SAID NORTHERLY LINE 70.00 FEET; THENCE
KENDALL COUNTY HAS A LONG, RICH TRADITION IN AGRICULTURE AND RESPECTS SOUTHWESTERLY ALONG SAID NORTHERLY LINE, BEING ALONG THE ARC OF A CURVE CONCAVE TO THE NORTH,
THE ROLE THAT FARMING CONTINUES TO PLAY IN SHAPING THE ECONOMIC HAVING A RADIUS OF 25.00 FEET, HAVING A CHORD BEARING OF SOUTH 88 DEGREES 04 MINUTES 39 SECONDS
VIABILITY OF THE COUNTY. PROPERTY THAT SUPPORTS THIS INDUSTRY IS - WEST, A DISTANCE OF 39.27 FEET; THENCE SOUTH 47 DEGREES 24 MINUTES 36 SECONDS WEST ALONG SAID
INDICATED BY A ZONING INDICATOP - A-1 OR AG SPECIAL USE. ANYONE NORTHERLY LINE 66.19 FEET; THENCE SOUTHERLY ALONG THE WESTERLY LINE OF SAID GRANDE RESERVE UNIT 13,
CONSTRUCTING A RESIDENCE OR FACILITY NEAR THIS ZONING SHOULD BE AWARE BEING ALONG THE ARC OF A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 25.00 FEET, HAVING A CHORD
THAT NORMAL AGRICULTURAL PRACTICES MAY RESULT IN OCCASi� t' -SMELLS, BEARING OF SOUTH Ot DEGREE 55 MINUTES 21 SECONDS EAST, A DISTANCE OF 39.27 FEET TO A POINT OF
DUST, SIGHTS, NOISE, AND UNIQUE HOURS OF OPERATION THAT ARE__." TYPICAL TANGENCY; THENCE SOUTH 43 DEGREES 04 MINUTES 39 SECONDS WEST ALONG SAID WESTERLY LINE 433.03 FEET
IN OTHER ZONING AREAS. TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID WESTERLY LINE OF GRANDE RESERVE UNIT 13,
.- BEING ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 440.00 FEET, HAVING A
CHORD BEARING OF SOUTH 32 DEGREES 11 MINUTES 26 SECONDS WEST, A DISTANCE OF 167.21 FEET TO A POINT
OF REVERSE CURVATURE; THENCE SOUTHWESTERLY ALONG SAID WESTERLY LINE, BEING ALONG THE ARC OF A
CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 30.00 FEET, HAVING A CHORD BEARING OF SOUTH 62
DEGREES 36 MINUTES 13 SECONDS WEST, A DISTANCE OF 43.25 FEET TO THE PLACE OF BEGINNING; IN THE UNITED
CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS.
MORTGAS,QR'S CERTIFICATE WE FURTHER CERTIFY THAT NO PART OF THE ABOVE DESCRIBED PROPERTY IS LOCATED WITHIN A SPECIAL FLOOD
STATE OF 3J1i"A-3k. ) ) SS HAZARD AREA AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY BASED ON FIRM 170341-0020C,
COUNTY OF -�o�� ) AND 170341-004X DATED, JULY 19, 1982. ALL OF THE PROPERTY IS LOCATED IN ZONE C, AREAS OF MINIMAL
OF A MORTGAGE ON THE PROPERTY DESCRIBED HEREIN, HEREBY FLOODING.
CONSENTS TO THE EXECUTION AND RECORDING OF THE ABOVE AND FOREGOING PLAT OF SUBDIVISION AND HEREBY SUBMIT TS ITS
MORTGAGE RECORDED - AS DOCUMENT NUMBER IN THE OFFICE OF THE WE FURTHER CERTIFY THAT WE HAVE SET ALL SUBDIVISION MONUMENTS AND DESCRIBED THEM ON THIS FINAL
RECORDER OF DEEDS, _.CCOUNTY, ILLINOIS, /TOO ALL OF THE PROVISIONS THEREOF. PLAT AS REQUIRED BY THE PLAT ACT (ILLINOIS REVISED STATUTES 76SILCS 205/1).
IN WITNESS WHEREOF, THE SAT; .1 o k ��Ar A I l a HAS CAUSED THIS INSTRUMENT TO BE SIGNED BY WE FURTHER CERTIFY THAT THE PROPERTY SHOW'4 ON THE PLAT HEREON DRAWN IS SITUATED WHIN TIE
ITS DJLY AUTHORIZED OFFICERS ON ITS BEHALF AT fl1i���L- -__. _-�T_J�j^Aba A_ _-. THIS CORPORATE LIMITS OF THE UNITED CITY OF YORKVI-LE, ILLINOIS, WHICH IS EXERCISING THE SPECIAL POWERS
AUTHORIZED BY DIVISION 12 OF ARTICLE 11 OF THE ILLINOIS MUNICIPAL CODE AS AMENDED.
BY: ___ _IA SALEE BANS NATIONAL ASSLOUATION WE FURTHER CERTIFY THAT THIS PLAT AND SUBDIVISION MEETS THE CURRENT REQUIREMENTS OF A BOUNDARY
BANK NAME
SURVEY AS DEFINED BY STATUTE.
JOHN ARN - R T PR I K- _ _. _ 135 SOUTH LA SHLIF STREET
PRINTED NAME AND TITLE _ SUITE 1225 WE FURTHER CERTIFY THAT THE PLAT HEREON DRAWN IS A CORRECT AND ACCURATE REPRESENTATION 0- SAID
__CHICAGO. ILLI'N IS 60603 SURVEY AND SUBDIVISION. ALL DISTANCES ARE IN FEET AND DECIMAL PARTS THEREOF.
BANH ADDRESS
ATTES'c-:� GIVEN UNDER OUR HAND AND SEAL AT NAPERVILLE, ILLINOIS, THIS 10TH DAY OF JULY, A.D., 2006.
-
PRINTED NAME AND TITLE
- _ JNOTARY RTIFICATE ��.(/�) s4-STATE OF __ AXJ U�� ILLINOIS
SS RUSSELL W. OLSEN, P.LS. N 2718 L 8 5/16/G6 PER REVIEW JB COUNTY OF VICE PRESIDENT R 7 5/1/05 PER REVIEW JB G ' LICENSE EXPIRES 11/30/06 9 6 3/14!C6 PER REVIEW JB I, ' jj_A ' , A NOTARY PUBLIC IN AND FOR THE COUK"5 2/2C!bE REV'= UN T 14 PHASE 1 TO UNIT 20 MEK AND�ATE OR ID, 0 HEREBY CERTIFY THAT
= T,CL' LEGAL DESCRIPTION MEK AND P.F,�t LLY KNOWN TO ME TO BE THE FIRST VICE
4 1/6/ 0: _ PRESIDENT AND SECRETARY OF A7 AS SHOWri ABOVE, APPEA'ED BEFORE ME THIS DAY
/ AND ACKNOWLEDGED THAT AS SUCH OFFICEF>, THEY SIGNED AND DELIVERED THE SA!' INSTRUMENT A CAUSED T!i£ CORPORATE r FURUCKF�
3 11 7 / 5 ✓'S PER CLIENT'S REVIEW MEK E b
SEAL TO BE AFFIXED THERETO AS THEIR FREE ANC VOLUNTARY ACT AND AS THE FR.:E AND VOLUNf< 1 ACT OF SAID JK' F'A
2 13/3%C5 R'_ '-VE FOX METRO TEMP. ESMT MEK CORPORATION, FOR THE USES AND PURPOSES THEREIN SET FORTH. (� • ' . m ST OF A Is
1 10/2E:,05 REVISE PER REVIEW MEK GIVEN UNDER MY HAND AND NOTARIA'� SEAL THIS ��' DAY OF 20 rrOFFICIAL SEAL" BRUCE A. BRUCKELMEYER, P.L.S. / 245E PROFESSIONAL
9/22/05 ISSUED MEK (� U MARIA�G.FLANAGAN PRESIDENT ��VEYOR
NOTARY PLMLIC STATE OF UANg�$ LICENSE EXPIRES 11/30/06 NO.03&M24566
N0.
DATE_ DESCRIPTION BY
NOTARY PUBLIC �,PERVILL`'\�
NOTES MIDWEST PREPARED FOR:
• FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN TECHNICAL
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