Resolution 2004-46 oversize plat (unit 9) i
FINAL PLAT 3,, -c
[w 4,SUSDIVISIONSIGR UNITB.d",119,2005 11'.13 M M11.M.Y
'ilO5u00 E11E THIS UNIT CORRESPONDS TO NEIGHBORHOOD 8 P.I.N.: 02-11-400-005
GRANDE RESERVE Filed f r Record �n
KENDRLLI EOUNTY ILLINOIS AS SHOWN IN THE ANNEXATION AGREEMENT. P.I.N.: 02-14-201-001
F�gUL AN ERSON '
BASIS OF BEARING UNIT 9 PLATS-LI-US At 18;09 pm.
PLRT OF SUB 78. Lrrr ZONING OF LOTS 724 THROUGH 835
RHSP Surcharge 10, 0i1
SHOWN HEREON IS "R-2 P. U .D. "
ASSUMED THE EAST LINE OF THE I
_ - BEING A SUBDIVISION OF PART OF SECTIONS 111 AND 14, TOWNSHIP 37 NORTH, RANGE
NORTHEAST QUARTER OF
w SECTION ST QU TO R 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ALL IN KENDALL COUNTY, ILLINOIS.
S 01 000'37' E AS SHOWN HEREON.
/ 1
-- - - �� / /\ �1" E0 ` ` �D/Snq� R'✓ANENT BY DCq 1F0 REC As
Eq D
N N,�� •'"• E ` ` ` �y 9 ?00 OOC' NO pp O
100 000j RECL
-- SCALE: 1" =100' / METRO PORAR 334z gMgTION 1
^ �� RfC. gTER e EqS
/� L, OUINO 3/4' (1' O.D.) 0 R fME \
/j\J/i'J y/ 13/? 04 f D ,444 n0/V 0 FOX
IRONI PIPE A CORNER `
19�4> / i _ � f1o::�"'� � � � / 810 _3q2 DOC No. ✓S�'lCr 2
- T---- - 100 50 0 100 , , \
EC, MP HRa ao,w. 1� �- R�yy co
SITE MAP y
613 COL
N gyp. uHE 1 Fc I 0`� C�
A/ 9 -
N Mv / � E Vp1g1 _ ZZ� G �O�P
NwEP / VIN ;(O it 7P4�1 No ;� s 3015
�p coo 0 // i/ - ��°°;' N 1 7' 4L 0� g ` N Ng° 806 s� `�Ft� P W n 2
/\J pEEQ bN1 - ' ! r4. 5 105 9' `�� y ��T M
- -
N
/ l /�_ 1 5 13.3216• W I a 807 w w
/N av�181 ,0 / / l' q "'WPU�C $ 724 m con 3
I �� LrIG�� '31\4 �x A / l *' a? 41),
NOR-GNU 8 - 64p ?1 4 3016 s
N E 4 w 3013 �� I r ?0p4 2sue 725 �< N a
- - :
IRA m1 BOS FOUND STONE AT
GRANDE RESERVE UNIT 8 ARTEREOFFTHEESOUTHEASTT CORNER PER MO MENT
WARIER OF SECTION 11-37-7
RECORD 76-3406
904 726 5 w
i
I �N R� 0
OUTH UNE OF THE SOUTHEAST QUARTER OF SECTION 11-37-7 -
SET CONCRETE � � 1 FOUND 3/4° (1' O.D ' I - - _ - - - _-- - 14
MONUMENT ( IRON PIPE AT CORNER - - _ - - - - 803 727 JRa W
3016 ` ' _ _ z
290.00 • _ - - - g EL
w 111 _ -N -8959-57- E- - - -
A9°49.97' R�67•00' OR IJNE OF THE NORTHEAST QUARTER OF SECTION 14-37-7 W
N but_ 128
CB=N 211'57' E N 89'59'57• E
-,a A=105.73' R=133.00 24.00' '
4 NORTHEAST CORNER OF CB=S 19057'33" W )' -
t�+ - I THE NORTHWEST QUARTER N A .1 A= 9.20' R 133.00'1,
OF SECTION 14-37-7 793 794 795
.� \. FOUND IRON PIPE AT CORNER in m : O N 287'21 7.7� � 789 790 7�1 702 796 801 .
N J N �40 7 797 7'9
763 784 • �° 788 ( 795 j
108.29 Ni
N 87'54'47' W \ 215 66' _ 761 rB2 �4 Q A�53.2 ' R�87. 0' 7ss _
N 80-.39,26. 15.50 =1000. 0 to� •
W 760 s.00' 0 CB=N 1 57 33 eoo � 730 I
779 CB=S 2'2212 E
w
I N 6936+03• 778 BERRYWOOD w M n
SUBDIVISION LIMITS . �. U) we J
R. RADIUS I
- SECTION LINE rt •' w z �
A. ARC LENGTH OF CURVE. , • \ 777
--- QUARTER SECTION LINE N 47'49 39 W
C8. CHORD BEARING + 776 Am 6.5 R=1066.00 Ou
OUARTER,OU ARTER SECTION LINE 132.80.-� /gypp Al -22 i11 8 833 832 Z BERRYWOOUo
P.R.C. POINT OF REVERSE CURVATURE N 51,36'15" E O, VpsAV GL'12• W N to y 835 631 B30 629 w0 w LANE: a
--- EXISTING R.O.W. LINE 7R"0 762 11ry
P.C.C. POINT OF COMPOUND CURVATURE I , 1 628 z¢ T- ,
P.U. & D.E. HEREBY GRANTED 78.04 �` / 775 763 762
P.O.B. PLACE OF BEGINNING /y 764 627 .
P.O.C. PLACE OF COMMENCEMENT 1 765 626 w o O
- • 825
SECTION CORNER P.U. & D.E. PUBLIC UTILITY do DRAINAGE EASE ENT 774 11 a 814 731 L\ O
�eey �a 7ss 794 791 v I1
8.S.L. BUILDING SETBACK LINE .O ,r., C3.
767 ,1 ,S' ''j b i 9
N.E.A. NON-EASEMENT AREA ��.�ro'h• n3 0�ceg- 3 }+' 616 617 816 (� __ N
1 6 QUARTER SECTION CORNER 788 761 Gj1 815 620 d•
13 SET CONCRETE MONUMENT
O SET IRON PIPE I _ 821 W
(mess.) MEASURED DISTANCE 750 621 732
• FOUND IRON PIPE I 769 /;i5 P, 2 823 •�1� 'v
(rec.) RECORD DISTANCE ' o
L LINE TABLE NO. 760 m J' STREW
P.C. POINT OF CURVATURE 770 " CA SEELEY I W
C NiQ.. CURVE TABLE NO. �' �'
P.T. POINT OF TANGENCY 13 •Nn� w
733 Y
A=72.16' R=11700' T71 • 758 749 s r
CB=N 2919'03T W 759
1 748 745 744 743 742 741 N
772 747 44
TOTAL AREA HEREBY SUBDIVIDED 748
740 734
TOTAL 73 .7907 ACRES* 3,214,322 S0. FT.t 3017 ''T
�11r1, aor, w 110311' 3" W_/ 758 739 738 737
AREA IN LOTS 724 TII11u....,, 736
28.6919 ACRES* 1 ,249,819 SO. FT.* 1 b5.73' 735 45
LOT 3015 -� 189.84' S 88'04'27 W 298.09` ' ` 16$15' _
0.2133 ACRES* 9,291 SO. FT.t r 1 , P.O.B.
�j � � • + NORTHEAST CORNER OF UNIT 8
LOT 3016 Icy �f frl '04 27• W S SI•'4 +2B• W 15�.�1+ W SET CONCRETE MONUMENT
29, 1467 "� ? ,?ao aa0 en CT + I a ^
y�1 81 721 N 81'15' ` W
LOT 3017 I 2 �S 85047' 4• W 713 714 715 716 87'09' 4' W 719 720 -
5. 5238 ACRESt 240,617 SQ. FT,* 722 87.83
RIGHT-OF-WAY 71 711 1 3.42' 712 8.90' 718 SAT5990 " W
10.2150 ACRES* 444,965 SO. FT.t 27035'02■ W 80'44'34 W 717 - 5,12'
7 70 7 .88' 00 N 81'4710" W
86.67' 7 78'02' W
A 22.46' R�483w60' , ECORDED AUGUST 17, 2004 AS DOCUMENT I�o. 0400023009
NOT 7 7 ANNA MARIA LANE 87.81' 3014
1. SI .3/4" IRON PIPE (1-1/4" O.D.) WITH PLASTIC CAP AT ALL B=N 28.5457 W�. ] 5 6'14' W N 81'47'25• W
LOT IRNERS UNLESS SHOWN OTHERWISE ON SHEET ONE. HERETOFORE DEDICATED
2. f OVERALL BOUNDARY DIMENSIONS REFER TO SHEET ONE, I Am36.40' R=25.00' 7 4 75.83' 80.01'
FOR n,DIVIDUAL OT DIMENSIONS, EASEMENTS AND SETBACK LINES I CB=N 11'27'59• E S 75'14'58• W I 589 $ 87'02'13" W
REF TO SHEE I S TWO AND THREE. �j 3 72.08' 594 593 92 591 590 72.70'
y� 0 S ' 6" W 600 599
51,98 597 596 595 FOUND 3/4" (1" O.D.) ION PIPE AT(CORNER
3. I � 3015 ANC 3016 SHALL BE CONVEYED TO THE GRANDE S 0'50" W � FOUND 1/2° (3/4" 0. ,) FOUND /2° (3/4' O.D.) IRON PIPE 0.48' NORTH
REST /E HOMEO°✓✓NE.RS ASSOCIATION. LOT 3017 SHALL BE 78 A7' IRON P E 0.13' SOU IRON IPE 0.48' NORTH
CONVI- i'ED TO Tr;[ UNITED CITY OF YORKVILLE. 87.F" O S 70'33'27 W FOUN STONE FOUND 1/2 (3/4. O.D.)
81.83'702 AT C NER IRON PIPE .5T SOUTH -- - --
4. A "STORMW,A .h MANAGEMENT EASEMENT" IS HEREBY GRANTED I N 36° 10" W 663 �an9�/L 11 I CROSS AT CO NER-T
S 87�45�51" W 116 •�10' (REC.) CROSS AT CORNER
OVER ALL OF LOT 3016. I 2.59' cep � - - - - -- - - -60-1 I
5. A "PUBLIC UTILITY AND DRAINAGE EASEMENT" IS HEREBY - - -
664 S 6'3 " F ID 1/2" (3/4' O.D.) 7 11/8/04 REVISED PER CITY REVIEW MEK
GRANTED OVER ALL PORTIONS OF LOTS 3015, 3016 AND 3017. 3' 6 10/28/04 REVISED BOUNDARY & LOT 3016 MEK
662 ��7 01 EXTENISIO FOUR LYNWOOD UB VISIO IRON PIPE aN UNE
6. LOTS 724, 812 AND 813 SHALL HAVE NO DIRECT VEHICULAR ��P\� 53110 50" W DOC, N . 136957, REC. FEBRU Y 28, 19 5 10/27/04 ADD ESMT & VACATION LOT 3016 MEK
ACCESS TO ALLEGIANCE CROSSING. PN 6�P3 98+ 602
GR 4 10/5/04 REVISE PER ENGINEER MEK
GRANDE RESERVE UNIT 7 661 MIDWEST 3 9/22/04 REVISE PER CITY REVIEW MEK
RECORDED AUGUST 17, 2004 ��� PREPARED FOR:
NOTES. DOCUMENT No. 200400023008 TECHNICAL 2 6/24/04 REVISE PER CITY REVIEW MEK
FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN CONSULTANTS, INC. MPI-2 YORKVILLE CENTRAL LLC 1 1 1 7/7/04 REVISE EASEMENTS MEK
HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE LAND SURVEYORS ONE:
!i POLICY AND LOCAL ORDINANCES. 105 m.ma.632 6/30 04 ISSUED MEK
rnMPAPF At I POINTS BEFORE BUILDING AND REPORT ANY eao soa o1m 1es2 CE�TRg POINT DidVE
._- WLF ___SUI1E 106 ___., lOR No.: 265-140 oRAw"N BY: MEK I Nn I nATF I DESCRIPTION BY C I--I G GT 1 rlF /1
J926b140,9UBDIVISION9,OR_UNIT9.d",VIV200611:13.W AM.M.ry FINAL PLAT REAR LOT LINE P.I.N.: 02-11-300-011
GRANDE RESERVE P.I.N.: 02-11-200-005
- - =- - - � P.I.N.: 02-14-201-001
I
BASIS OF BEARING I>=c�®Clt\�JO UNIT 9 - - - - - -� - i i - - -
ASSUMED THE EAST LINE OF THE SUBDIVISION LIMITS BEING A SUBDIVISION OF PART OF SECTIONS 11 AND 14,TOWNSHIP 37 NORTH,RANGE I I I I
NORTHEAST QUARTER OF _____ secnoN LINE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ALL IN KENDALL COUNTY, ILLINOIS. I I I I
SECTION 14-37-7 TO BE ! I i I ^LINE L01
S 01°00'37" E AS SHOWN HEREON. ---- QUARTER SECTION LINE
-- QUARTER,QUARTER SECTION LINE !, I-5 5.,1 1
--- EXISTING R.O.W. LINE '
I I 1 I
I I I I
P.U. k D.E. HEREBY GRANTED
- - -- I I 30' BUILDING I I
SETBACK LINE
SECTION CORNER -
1 5q�6 QUARTER SECTION CORNER 3013
(MOOS.) MEASURED DISTANCE
(rec.) RECORD DISTANCE N 89-59#570 E ZMW FRONT LOT LINE
P.C. POINT OF CURVATURE N '57' E
TYPICAL EASEMENT DETAIL
P.T. POINT OF TANGENCY - .f M 3016 NOTE: A 10 FOOT PUBLIC UTILITY AND DRAINAGE EASEMENT
R. RADIUS AS149,97' R�87.00' 24.00 IS HEREBY GRANTED ALONG ALL FRONT AND REAR LOT
A. ARC LENGTH of CURVE A�90. O' R�133.00' LINES AND ALL SIDE YARD EASEMENTS SHALL BE 5 FEET ,
CB. CHORD BEARING C6vmN 21'21'570 E C`lImN 1.21957• E UNLESS SHOWN AND DIMENSIONED HEREON AS OTHERWISE.
P.R.C. POINT OF REVERSE CURVATURE M Am*53.26 j R•67.00'
P.C.C. POINT OF COMPOUND CURVATURE A=105.73' R=1313.00' fb N 19 W" E' S 86'48'36" E 181.32'
P.O.B. PLACE OF BEGINNING 3016 Ce•S 19'ST3+30 W VP T N 8751'51" E 725.61' 78,67 78.66' 86.73' 94.60'
lass r - - � - r - - --I - - -
P.O.C. PLACE OF COMMENCEMENT 78.66 78.67 _78.8a _ -1 - -, f- - - T , 0 5' S, o I
P.U. k D.E. PUBLIC UnLITY k DRAINAGE EASEMENT H 166'26'53' E .5.59 96.29 r 1 L -I r O 5_1 °• 5'-I 10'-
SCALE: III =60' N BB 47 ' E 88.03 A 3.76 f-- -� - 1 r- 78.6 - , 1 --- T - -, - - - - L5 4 10'-1 I-10 rs, In 5' m I NI
B.S.L. BUILDING SETBACK LINE N 65'24'01' E C I I
I-5' a s s-I I �I , o ° N N 0 794 795
�� -- a.00 r-, -�-"- N� r I 5-I s-I 5'� 1 ° I- NI N 791 792 9 793 I� of 1o,395s.t.t n M
N.E.A. NON-EASEMENT AREA 150.x' -1 5' qt I (-1D' '^ I m N N ° 790 .1 N 10,p81s.f.t c 10,061s.f.t ° „ ,� m 10,943s.f.t
N 7' E 75•��-'1 r a 5•..I ,� a 11 1 10'1 -IN I 1 I N 788 � 9 10081B.f.t I ° �I 10,081B.f.t g $ 10,001•.f.t 'g $ I. $ i _N r
13 SET CONCRETE MONUMENT N m
60 30 0 60 O SET IRON PIPE E 126.44 700 , 1 Q 5, t a L I , I 785 1 $ 786 J 10,0 is.f.t g ia. 10,06te.f.t I I ml I' ^' I II I I I i 30'B.SL. I
• FOUND IRON PIPE N 78'1 g7.8l��^'1 r,0 1 •! 1-10 : 1 N 782 N 783 •• 784 ("I I' �� "It2,1179.t.t I 1a, 1�.Lt I �, I m I I I _ I I _x Q.sL I -••� I -- o I I o I I a 1_T 1
TABLE NO. 38. 2 r '0. S'J �5 1 'nl r 10,608s.Lt 1Q2B0/.t3 111,�19s.f.t ( m I I I I 1 I I -_ -_ • I --� 4 Q I I _ J L - _ _ L _ _ J L _ J
1J L- - - - 78.67 0
/( N I I 30 B.SL - I I-- I o' o I-J L - - -, 78.66'
1 I I - I I 4 LJ Ll --_ _J L - 78.86' LJ 38.86' W C59 AC1561' L
C d0, CURVE TABLE NO. ti'1 y� / c 5�\ 1 1 of 10,1Z5•�.t' 1 I I J � I --Q
H 6g• E 'o. 78 IS �1 1 1 1 q I I �i �;- - -- -I J L -;.7 L J L- 78.66' I- J L - 78.67 N 8751651 E 7 48 78.67
779 10,12 .t.t 1 r r n J 1--- 70.30 - _ Roo
10,928s.1s 1 I 1 30, B.SL�I i' L A.b7.31' c\� E - - A=1 a1. zs'
776 C12 00� CBd 85 23'23• EO
c �nA�
BERR i v1► N_ 9?'S1'S1 E 795.87 --- -� 189.7 3 - u
.�-- --
HER DEDICATED o
ya ,\ 5 `��• \ _1 1 a J L 75,00 N 87"51'51' E 326.14' =91
Q 1 E 267.31 E C2 117.19' S1' W 411.73' 80.14' 56.73 C67 A�1. 04'
777 ` \ \ �k IS N 5 80.78- - -1 r - - - - T I r - - -�- I r - - - - - ,' I
10,2888.f.t \ O• , 1's45• E 5 87'51'51• W 210.35' CJ Oy0 109.09__ r -•I! -1 r- r" - o I o I o 1
g9' p 102.65 - d I -r -- --� ( 4 I I -
30 B S.L. I
\vla
al. \ 51:f C41 L13 8 ; - 107.70 -T - \ / °• ull 4 In\ 68 E ��'� . . - --- - -, r - N) jo 9sL m^ \ \0 r^ / 1' P'' gg'� Ew A_ _-'� -- -� --\ 8 �' ' '� _ . _ 1 I_ " 91 - N 833 NN 832 � „ g ya cA 776 > I ��pp I 10'-{ 10' . I 834 $ I io,879s.f.t to,83�f.t N
11. // d�
d;%\ 10,249811 \ �� o° � � oa'S7 w 32 77. , - -1 -� I -"1 � O � I_ i I� �I I� (p ° N of 835 Io �I 10,538911 ' � � � $ ^ g a r
o. . :267. 36 L = I n 1o,o86s.ct 10008S.f.t m o w
■ , ?>\ \ '6(i 3• 5D p W S 80 76.67 rr 1 1 w� m 30' &SL 1D' Iw rl N = "'I N n I 12,6708.f.t 10' I I m o w 1rJ
N 51 3615 E �1t• '�, \ , \ \,./P ° �. _- -- "� s r' I s I ;I 753 I 1-10' 752 I I. ° .'0�. wt m s "I o m l0' I m m I N R
Q• \• {p\ 51 19 0 1 . 1 N 12,3469.f.t ^� 1 F 5' S' I 5'� 5 1 ti
78.04' \� fin\ y J EI• 09 0 6 yo 2y W - 80.00 -1 r f 1 u+ I �' I H I I 13,048!.13 10'-1 1 I B! m�'I'$. L - - - -I- - J 5' 5' I 5' o �1 5'_0 5'
/ 775 \ \ . °y ► P� d+6 66'5064 r r 1 1 --3, e.s-L- 1 1 - $ 763 762 I I M ,o' I I
10,o67s.r3 \ i d o m I L- J_ -_C7-' 1 _ --J g i 34-oe' r o
b, 10,353s.Lt I L J N 51 51' E "'�m _ N 8751 51_E _� � � N 8751'51� L19.20>' _ �_ J L _ - - -1- J I- -1 J � s
16 ° 1 $ 765 �, 1 P, t.740B.t.t 10' Ct eo.14' D.ss
I. 1 1. L - N Be 88'04'27 E- j �\- _ _ _ _ J LL _ _ - - 76.49' j
° % rs. 0s%%. � ; �` �'\ i 1 N �, 10 032s.r.t s' J ` I iD _ 12e.m_ _ _ - - eo.76'
Z r 1 79.75' 93.86' N 8239
r - 132.61-- r '1 1 , 10'' 85.19
1 1 I I r tI, r r - �'i ® �' I I J 48.16 _ _ , bu.f� ..._ 1 I-5' - - 'l �r'' - - t �6.Y6•
1 6y i \ 1 $ 0 10,030s.f.t m 1 I 4 t0'-I I a I I w to T ° w
\ c^\ 'A , - 5 \ / - 1 1 0. J i ` "• m 1 814 s. -I - r - r5- -0 5'-I 1 I o Es
5' 5' L .- L - - - - 1-10' 0 1n
C \ •, >C \ - 1 1 \J 751 1
.�6 ' / y s to,l2es.tt \� /cA O� P % 'o. . / \ s s -66 m 1 , a N e9ro4'z7 a g1 754 I wl I �I �/ ,� -I 1-,0' I s' 5. LS
00 10 5' S'
\ \ 1. / ,, W, I 1 10' a 1 i 10 087s.(.t 13,083s.f.t / s• I a
10' 1- , 86.00- -1 I
N 10, 93s.f.t s
/ / l 1 r, J �I 1D,884s.t3 1D' N N O 819
lIke I
1/ �� \, L_L I I I I -I r10 / I o ° I N 13 1D.a3zs.f.t 3
\ /
s 0• 1 5' J I 10'� m 817 818
�/ !1 1 77.ID3.22 �r. N I- I 0 L y W ^' y ° O N N v
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U I �� I GI 10,521 s.f.t I 10,621 s.ft I m o 0
` / F, m 10,977s.Lt J VX78_76' I I L LN 87.51-51`E- '-- h 815 m -. 11,U11s.f.x
N 88'04'27• E -128.30-- a` 13,124s.f.t O M o
< f, 773 \ \ /, 01 �Ci• 1ti•/ \ s 768 \ s 1 1 s g6-0z'S3• w l 1 761 I I L_ L _� 1 \ m I I 30' B.S.L. ----------- _ y
\ m 12,0959.r.t /e� iS i► O��P ^� \,�a 11,01Bs.l.t \ .5 0. ) L 0.09' 15g.Ba o 1 11D,117s.f.t I D r L28 r / �' I I I I I 1 1
�� y5yaeyo� e" °/ �r 1 ,1' w r1d I Z -SIT
_ _ 1 _ J L _ -- - c72 A_ -Ct
4, f N ^- L/1 ate° o, 1`1, / °' 1 L 58.75' -76. 78 L
,P / P• 2 n\ Qi \� )- 86'04'27' E- •J N r-•10' + a1 107856!(.1 10+\ yo \�� - - I I o 86.00' _ _ L__A=140.08'R=45- I 1
�r \ /J°1 a °, 1 �C/ \ U \ 769 \\ 65. 51 W r -126.73 4 �•I 10- 1 JO• .\� GU - I J g5.19' C7
°�-n \ \/ o yi 5i , fr\ 02" , N .1 755 �_ 1 c�3- - 1zo.as' W ce>Sga
y / I 110'i� �1y, �I 11,591..f.tI I 10: c� N 8751 51 E 350.40 o y ?6 E$
/� \ , � 1o,133B.r.t \ � s� "t � �' w _ STREET A=,zs. 9s'
�U ° \ / `'y �/ 0S• \lJ S� '� \ V/ Any ' t1 I >� I 5 89�0'OB' E- 2
6 11 I 760 ' T u
y o \\\ 770 \\ / 6, NI I L - N 98'04'27' E - f I $ J - 350.40' a CBS 83'22 E
0 �\ ,° \/ I° 'I J L -119.76 --- ti q� $ SEELEY N 87'51'51" E R 265 00 '
C{� cA/ , s / S 101,380s.i.t I
• s • 6}R •� 10,012911 � \ / A , A � I � � r --13281 - T' I •' 10�� Og a HEREBY DEDICATED � C33 0
A=72.16' R 117.00 ' 1 I �1 �q °
A P 65 tl sc. O \ 1 '�S L -J I 1 \ bJ L30 A=70. 05' n
CiB=N 29'19 03 W l39 � q1 a �i \ �\ <^ yh1' z -NI 88'0427" E- 10' I C35 C34 g 5 87'51'51" W 35079.23' -49. ga
1- 10 81.13' q_
771 \ 5 \. -128.39- - 1 0 749 \ eo.z2 - -, r- - 1- - - - 84 e
\ `1 \\/ / S g I 10-1 I i i I 756 I I / °1 50'16' 2 VI° L29 81.16 r o- - - - -1 r - - -I- -I r -- r I I o I`
I'll \ y I ( O J t t,u2s.ct I I 15,089t.f.t \ ./ /• �5,� s \ �--11 r o --- I I - I I I I -- -- 1. r --- - I
r I
C. P' 'J`r�sm. \ v/ 1� ml 10' 759 `l N I U 10' // es A 1• / I r - I' 30' B.S.L. I y N 13
�r I I I _F �- - ' N 1
�', z \ / 1ro,1o2B.f.t 10-Im N 1_ I / ,�. r �. 1 o N N o 743 m 742
QI� s r N \ \ �•i / .� N I I I- - N 88-04'27• E - N / Q� i' In U G` 745 ^n a 744 o � 1o,392s.f.t �
W 0 772 h ' Oo } o N J ( F / n W N °° o u 10,327s.f.t N '
o• / ti I Z -132.61 - / / f I 0 746 d 10,165s.f.t a o 10,063s.f.t n o m 741
1 (y o \\ 10,B77s.f.t \\ \/1y' Sy 6 L 1µ 98'04'27' E- -�- Q I Y' r- I I O�`/ � � 747 0 � 10,737s.f.t � �, I" m I m I 1 0 �
9 Pf �' a I 5'
O- -129.80-- 1 1110' 10' I ,� 1 748 M I 5- m
•t ` , 4. \ y� r - I I J I s ,,4) o N 10,627S.i.t I m I I-5 5 5 I �5, �5• o s,J �, /
m \ 3017 I 8. 10' I {gin 757 �I N I y 15,795$.f.t I m 15 5' c I r T
758 P ( I I" I / / J• 5' o J L - -- - '7Q )3'_ 81.13' 55.51' C3?
N \i10 / :I I 11,573s.t.t 1 5'-I 5'-I -I L J L _ I_ J L - - - - L
\.� °,50$• a NI �� I I V / o I o I -L _ ao.z2' �1.se 1J
s6� i 10' 11,011s:q J I �_ L----- - J -- --- - - --- - 1-- -� L - - - J_J � _ 6 S 88042 W 296.09 �N 7gb8�0
___ - L -- 132.81' T� N 8739'39' W 180.84' 78.90 .• s 79'w'26 w 3014 - - -- - W
\I"a 589Y0427 W 131.42 / S 88'04'270 W S 67-09'44 W
p 1
° o � �s� e, ' 103.42 ■ W 721
`, %. �e µ,ms. s 85'4734 716 719 720
6- " .$� ,58 4. 711 713 714 715 718 722
ro. 1 �9� ' 710 712
717
S 8'02'58■ W
N 2735 88.67' ��m ?�.°•, 1 �0 •Ns 708 709 78. 8'
70
V 5 7!,l 4'58'
A=22.46' R=483.00' '��, . i S7 '2T W
CB=N 28'54'57 W n �gJ�• 6�• 5' 81• 706' NOTES:
ycb ` �a•� 705 1. SET 3/4" IRON PIPE (1-1/4" O.D.) WITH PLASTIC CAP AT ALL
M36.40' R=25.00' V" LOT CORNERS UNLESS SHOWN OTHERWISE ON SHEET ONE.
CROON 11'27'59 E ��3 704 2. FOR OVERALL BOUNDARY DIMENSIONS REFER TO SHEET ONE,
REFER INDIVIDUAL TO SHEETS TWO ANDOTHREEASEMENTS AND SETBACK LINES 7 11/8/04 REVISED PER CITY REVIEW MEK
yti„� 703
' 3. LOTS 3015 AND 3016 SHALL BE CONVEYED TO THE GRANDE 6 10/28/04 REVISED BOUNDARY & LOT 3016 MEK
S.5'S'10'S00 W `/ RESERVE HOMEOWNER$ ASSOCIATION. LOT 3017 SHALL BE 5 10/27/0^ ADD CCt.IT ^.0^. 'r`rl I OT 3n16 MEK
500 IN ��/ O^ CONVEYED TO THE UNITED CITY OF YORKVILLE. 4 10/5/04 REVISE PER ENGINEER MEK
4. A "STORMWATER MANAGEMENT EASEMENT" IS HEREBY GRANTED 3 9/22/04 REVISE PER CITY REVIEW MEK
N 36'49 W OVER ALL OF LOT 3016. 2 8/24/04 REVISE PER CITY REVIEW MEK
82.59• 1 7/7/04 _REVISE EASEMENTS MEK
5. A 'PUBLIC UTILITY AND DRAINAGE EASEMENT" IS HEREBY
MIDWST PREPARED FOR: GRANTED OVER ALL PORTIONS OF LOTS 3015, 3016 AND 3017. 6/30/04 ISSUED MEK
NOTES: TMNICAL
FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN CONSULTANTS, INC. MPI-2 YORKMLLE CENTRAL LLC 6. LOTS 724, 812 AND 813 SHALL HAVE NO DIRECT VEHICULAR N0. DATE DESCRIPTION BY
• HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE 663 II LAND SURVEYORS ACCESS TO ALLEGIANCE CROSSING.
POLICY AND LOCAL ORDINANCES. DyE; rrr.mlOr 132 161
• rC)KAPAPF Al I PnINTS RFFORE BUILDING AND REPORT ANY �e3o�5os-o1o1 1932 � tF1 POINT DRIVE CLJ�GT '� (l� d
_� e. „ee Ms. 465-110 0■AYY ■v, .MEK.
"35140SLBO]VISIONS\GR_UNIT9.dwg,111115 ti 1499AµMary FINAL PLAT P.I.N.: 02-11-300-C
GRANDE RESERVE
P.M.: 02-11-200-C
BASIS OF BEARING P.I.N.: 02-14-201-C
ASSUMED THE EAST UNE OF THE UNIT 9
NORTHEAST QUARTER OF
SECTION 14-37-7 TO BE
S 01°00'37" E AS SHOWN HEREON.! BEING A SUBDIVISION OF PART OF SECTIONS 11 AND 14, TOWNSHIP 37 NORTH, RANGE
7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ALL IN KENDALL COUNTY, ILLINOIS.
I
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N /
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4
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\ J fR 570. EREB`
SCALE: 1" =60 � '� � / 15 8 20o4LOOA77 Nf0, EASfA/c D�10q�\
`9'14 013382 ST"7fC Tp FOX \ '
N S 2<•01'p�11912pp4 WAS
60 30 Of
c7 _ � ��/ F-1o' ,311 / P�,$D B4 R=65.pp• '1" 3775300
10�
SUBDIVISION LIMITS > L L-N 98'58'17• E---J �• ` ' �/
�� --154.78------
-----
SECTION LINE 012 ` 7
QUARTER SECTION LINE p 9r 7i N JI 810 I(s S2 t/ 'rRf 15,9569.}3 70J _
--- QUARTER,QUARTER SECTION LINE np`�('+ O NI 11,8842.}3
_= EXISTING R.O.W. LINE O o 3`t G 1-10' _ `'/ / \ ye .Qj ' fA`
---- P.U. & D.E. HEREBY GRANTED geeg� L-J --163.87- -- - N = o m /' / 'n�6f 55��\ q / o /�r '� (�J
-S 882642• W- -�-- -1 ^? z / S W� ��% `",1' w
SEC11ON CORNER m 1 �O I
1/11 1 O • D I 813 y- / c+ 0�
809 8 3
155 QUARTER BECTON CORNER 4J1
YY 0 \ 17,6009.f-t / rpQ V 4 A b 9
14,336s.f.t 1 m z \ �• / 41' M �o y Q
h
(meow)
MEASURED DISTANCE J • y V yry 06
(rec.) RECORD DISTANCE , ,r 155 W� \�G'i 4'$• \�1 \ / s�// P10Z �jV P 0 -
L �,0�2 ��` 3015
P.C. POINT OF CURVATURE V /` i5 \ N6"\ �.� -/ Qw / / 9,2929.f.±
P.T. POINT OF TANGENCY C Q •�((��
R. RADIUS ` 808 > 0 �.(�I �'� �u /� 2
2 13,3582.f3 / n\ y f J C23 ry� / \ tD
A. ARC LENGTH OF CURVE / / p? �•�- P�" / -\
CB. CHORD BEARING � 47 �O- \i1'
P.R.C. POINT OF REVERSE CURVATURE \ h9"1`� \ \ ,Y, 4L p5 Pi/ / N6-\��•'JW
P.C.C. POINT OF COMPOUND CURVATURE / ► p - J /'S'i•� / \i 8
P.O.B. PLACE OF BEGINNING .1, ��\ iZ 807 / � /� �sf• S ��
��?J / s 10,484s.f-t /e, � 3
P.O.C. PLACE OF COMMENCEMENT E < /,� / \ /\ �
P.U. h D.E. PUBLIC UTILITY h DRAINAGE EASEMENT 1 / v / 724 S
B.S.L. BUILDING SETBACK LINE 4' \\ /�1 •y9/ ,O I
N.EA NON-EASEMENT AREA ?J J\ '/0.\/ 'A / \ \�JB \ 17,1799.}3 �• -25'
N
Q SET coNCRETE MONUMENT 9J� �// // 806
O SET IRON PIPE / / �'4 �3' +LIN i
�J 11,812af3 4 d�
913,
W 6852
FOUND IRON PIPE 3016 �' �c�� ,/ \ ' ` �• 7 -�O�` \ / �N�` � V, I w
L UQ. LINE TABLE NO. �pS>)� J,• � ,7-� \ \\\jy, �� \v;� /'
- - - - - - - - - - -- P6ar --- ZS`PtlBtJrtYlktT! DRAdNA -
CURVE ARC RADIUS CHORD 8EAR84G 11,5219.}3
C1 44.52 30.00 S 3052'11' w .�
C2 74.08 550.00 N 84'00'24' E a ys `d y4 22 E� i + w m `� N 7923. J
C4 1289 1033.00 S 02'2724" E J V N 12 �� \ w o• 1n 127 1•-25'
CS 3.12 103100 S 02'40'45' E 4 �- 1� m r Q
C6 157.08 100.00 S 47'28'09' E z �11' 1 Na. �• rnl ' ! I
ce
6.00 350.00 s 415632• E �I° j Im 1^ ,I 726 1 5
C9 v 79.44 18100 S 3159'43' E !� 10,7145.}3 10,1029.13
CIO 47.54 30.00 S 645721° E -
g°1 0 II U
C1 46.97 167.00 N 6135'26' E L _1"N �,�,,�. E 33.00' 120.50'7•
012 78.50 583.00 N 84 00 24' E
C13 39.57 25.00 N 4231'30' E 1 ,81 _ _ 1 r- - S 8859 23 W-
C14 38.97 25.00 S 47'28'30' E cn
C15 149.06 633.00 S 6573`23' E _ -±
C16 9213 967.00 S 8172'23' E 803 I IY �1
�I 727 I
C17 4228 25.00 N 47'26'38' E ° 01 10• 10,5819.f-t 1 W 1 ml 10,0478-}3 1-
C16 69.78 133.00 N 2724'09' W r u. I I Lu 3`-10• I U I 25
019 20.93 100.00 N 0931'52' W
C20 21.92 23.00 N 1773`44' W L LN 8839'23' E--J L _ -N 8839'23' E
022 10240 67.00 S Ot Z1• w -129. - --I I"= 120.
C23 54.38 35.00 S 8658'32' E r -j
025 47.81 35.00 S 09'2455' W w 1 "= 15'- N W r 25' PUBLIC UTILITY. DRAINAM
(--10' I ^. I i 10' i -4 & LANDSCAPE BUFFER EASD"T
028 39.27 25.00 S 48'40' E _�, N ^r^ n H
027 39.27 25.00 S 4339 25 w S 88'48'36' 181.37 m 1 �,,.848.}3 ( ^ , m 1 10042E 1 7
C28 48.79 133.00 S D9Z9'Sr' w
029 21.37 2ri00 S 0429'09' E 86-7 -94.6 m ml m
C30 2224 25.00 N 6 15' w , r ?----1 I-- -_ T-1 r' � s N^5Q',�' I "� I n n 13`
,. 4 I-113` ° 1 I 4 f 'T 78 3 E - 9V L% �93'�?� €- p w I �N 8839 23' EJ I
*Moo Ar w - /-5 a 1 F- -- , 7fl72 ry 3`r -1310 --=� s 39 L -
C33 1,9.89 39200 N 63'22'25' w I III I I 5•_ ' 120.
C34 17.90 13100 M 8816' N ° I 3 3 )p•J r ? - 50.,E 4 `r I I In n � ,_
cis 2012. 25.00 S 7231.25' w N a j 794 795 i 5'- 1 0 1 3`7 - Z \ 15'-I n $1° 1 I---2s
C36 20.12 25.00 N 0635M E t '°o $ 10,3950t "' '� 10,9439.}3 n n 796 1 f , L0' 1 u, 801 I ^ o m N ��-10'
037 3248 13100 N W I rn1 ~ n° n 10,Truu ° •� 797 1 31 ' S'_ 1 1d^\o`$\ 10.0408.}3 I I z w I 729
C38 39.27 25-00 N 47.08'09' W I 1 1 ° 1 '� •-i N 1 1 1 \o �+� x '9 I 10,0479.13 1
C39 39.18 25.00 S 42 w _ I I j 30 B S L n sv 10.5698.}3 N ,7 798
1� NI Q
040 39.36 25.00 N 4701'51 W ( I q I - ,'�' •- 1 \4 �- I-N 8859'23' E J ( U i V
C41 69.62 517.00 S 84MV24 W - L _--J L___ o 1 _ 1 `� 1^ 1N1 10,8278.13 a N 799 \\ � _-120. - L -
C42 80.74 237.00 S 83'27 W 38-86' 059 A=78. 81' L-) L_ ° 1� 1 1n1 :2 10,1736.f35'�/ 1 <+! 15�-1-{ I N 8839
C44 105.24 67.00 5 47'48'09' E 015 �$is..J `� 1 1 _ , 1 y :.� 1 800 I I m W 1-10' I 1
C44 5.32 9200 N 72'47 E 1 _ _ ! N " 12,604613 I 1777 gl I 730 �' PUBLIC UTILITY. DRANAGE
045 26.80 39200 5 8352'41' E A=141. 29' R 7a BT J L 0 1 _! 91 1 LANDSCAPE S EASEIE]iT
C48 10275 67.00 N 4235'27 E -� ��' 00' W °1 11,3748.(2 I
047 36.59 25.00 N 425111`116 • E S 76 3 E 7 7�-�J L /z �JC I I 1 I@ 1 ° 9
048 1121.3 1033.00 N 81'45'11 w 7773- -1 _ in�J L
C49 133.52 567.00 N 85'23' • C49 _S 78'38'37' ?0.28' --"1
050 39.27 25.00 . S 4251'51 W `�7 087 M91. 04 69 30- -
051 37.12 483.00 N 55'44'E c --I- r---_ 50'
1 . �.� Q 30 0 _67.27 T r_ 79. 6 7g3REu7 WE0�37E0 S 8839 23 W 95.50'
052 11.19 583.00 N 8718'51' E - I. 37
053 3.22 411.00 N 53'45'17' E 3`n 1 1 T�BS.L. ° 5p, .
054 11.93 517.00 N 871711' E f o 1 3 I I 1 °) -,' _ A=160.51'
N 3 1 6485 A=2158-A=55.33' A=55.33' N 8859'23" E ° BERRYWOOD
057 29.39 3,7.00 S 39'46' E n�A 1 1 =1000.00' CB_--584'49 7'E 98.20' o LANE
058 30.91 637.00 N 80'41'33' w o $ 831 Y g 830 829 1 3 ' 1 1 0 7 3` 7182' LLA
059 39.91 633.00 5 89'40'14 w I 10,179912 g 10,23710-t 0 4V ` 2(
C61 33.07 65.00 S 1524'18' w '� I "r r 10,337s.f3 1 A S 8839'23' W 95.50'
-I ' n° n 828 1- 3 1 t 1 1 T ��9034'� _ Ct� 1 M9
063 294 458.00 S 87'22'23' W 5'-1 y ^ 0 1 3 o ^1 ury
065 6.42 133.00 N ,83728' E I'-'S' ? -5'_0 5' j 4n 10,5069.f.t try^1 827 •1 a / -I- ---
067 27.87 567.00 N 8916'19' E -, I-- 78.497 � 1 - J L 5� 1'? NI 11,12as.f.t n 826 _--
066 4.61 557.00 S 79'22'55' E 70.8'.4' _0 3
C7, 37.74 458.00 N 76'58'22' W 27959 ) -1 IO' ^I ^ _ •`.� 825 10- _ i� - `� I 10' I °
�' .� 1
93.86' N 8 1 ti 11,619s.f3 v _
772 25.56 458.00 S 89'2747 w - ---- •-l_, - W Is.26• 6-ss• � J L _a 1 5. ti 1 - I_ $ 1 - N
073 �• 4 T 27 1 1 1 ° 12,7306.f3 IJi, " o w N ( _, ° ,1
38.52 67.00 N 7539'52' W 1 1 O �'S91'•T B9. 44' 3` 0 o y I n P n ° r I m 12,097s.f.t /�
074 55.29 35.00 S 28'46'17 E , 5'-•I 23 E�1 B 5216"1 L. g 842 , 1 5• 1 p J 25' PUBUAT11 TY, DRAINAGE
075 39.37 450.00 S 30'05'25' E ' 1 3 5•� ° 06.13 1$' 76.95 24'79' 60.37'-' €- 126.21' - J L- I RI J w w I
_ w �qf 3 LANDSCAPE BUFFER EASEMENT
1 818 '2 3 819 -� 70• 1 1 �' 2�I F'1 75.14' 65.84' - N 89'43 OV 164.927- n 1 n L- 8859'23 E-U
�_ - 51.07'
11,011913 N r 10,4326 f3 '� ^ 1�1p' ° 5J I� r __ 3224' - 13268 s� $ -1205-
IJNE BEARING DISTANCE n - o ~ 820 / 31 0 T-- _ �;- _r_.- _ m o b , U ��,
L3 5 39'43'34' W 5.52 I I N_ I g 10,131af2 1^� �1 3 5 5'1 In 1A N gI
L4 S 3531'42' E �� I `� 1 I I~ 12
L6 N 8751'51' E Sa58 I o c 1 IN N I 821 h w I 1 0 824 10 33.00"- 10 732 I '
L9 N 4226'00' W L___i-J L__ 1 1 ` 1 1 10,1079.}3 °' 822 823 f " I
56.70 58.75' C72 A=7s.78' J L - ] " o °' m 14,1989.f.t w �1 10,0258.}.1
110 5 4832'58' W 10.85 A=WO.08'R.45app Cl S C7j r7p,� ti J 11.3048.13 '~o - 10,4838.}3 e � 1 N N1 I
172 N 7436'42' W 4.04 a32?• 4Q : ° I 1 C' N U1
25•E 31 L ° a 1 v 30_B.SL. m . --/ / 1 cL - N 88-59'23" E
L14 S 8751'51' E Sa98 A=129. 99' R� ° S 74'36.4 j7��1 QI 1 I L / Y/m .1
174 N 80'08'55" E 29.14 - CB=S 83'22'265' "� ?-f 118.ps 75 L J I I °I� 0? N --
L15 N 80'28'55" E 818 E _ 1y-1 -_- J L -.- o r \ E-25 ^
176 N 132745' W 6233 _ S 74. A=x10.92r a 71.38' 63.78 �p G}
'+r 733 I
177 N 5332'01' E 6.34 C33 711 E 045 N 8651'20' E 135.16' �� r\ 10,9578.13 I o
L18 N 80'08'55" E 1.41 L30 A=70. 05 8'06' �, 35i 1
A°49- '5- r
L19 N 807)8'55" E 29.88 , r r H 7 .4 A: R=4 o N 8631'20' E - - A�1. 5'L +I o
L20 S 86'22'53' W 2244 o I 1 r T �9 ,�6 2. 137.4-�, _ �--r- A `-�''
,•--- 1 w 11$ CB=S83'52'47•E 13516 n N _ o I
127 N 663715" E 46.41 7 OS' -L
L22 N 0523'45' E 19.04 1 0 1 1 ^ ' �5-� A. fA HEREBY DEDICATED v S 7-j.�8,��i
�, ^' 3 ` 1 01 , _ A 8'14 R=458.00'CB N83'S2'41'W S 8651'20( W 129.51' 030 '`�O� 1268 E ,
L23 S 15'58'42' W 14.37 ' 0
3 " g 7412 ` _70.19' 47.14 „°�' o
L28 N 48'32'56• E 1x19 4. ��
X / / A=75.01' 823
.g-►3 10.392912 3 741 , 3 /� o r T - - - - - r-1 r- --j\�� X'b
128 S 02'48'09' E 5.20 I 3`.1 i� 10.386913 %°, m W 1 1 1 _° I lu °- I I -\ A=189.2A 1Z
L30 N 8751'51' E 5.98 5,- I 3` A-75 82 /..p .734 1
130 N 87'51'51• E 2268 5•J 3`n =' N 740 ry N T 31 z 30 B. I \ 25' PUBLIC UTIUTY, DRAI
132 N 75'08'22' W 15.60 � 0 CL f 15,021 s.f3 7 m a: LANDSCAPE BUFFER ENT
�. 1 10,047s.f3 ->^ m 739 1 1 1 Z i I _ / \
133 5 01'00'45' E 8.68 -L J L__l_11 5 N ry ry 1 e 1 738 0 737 o U Z 1 \ L"\ 1 0,
134 5 0,'00'37• W 7.95 3• 5.51• L ` ° = 1 10,1855.f3 1N n u ^' 11,0519.13 m '4 736 `�i�
29.84 - �I 10,313s.f3 > J t U \ c I
L36 5 1211'39' E }� i •� '�J 5'- 1^5' 1- I ° "L 11,170613 a N 735 /�
L38 S 8751'51' W 40.24 S `t
139 N 7821'07 E N 7 `� 01 I) 1 L 10'-1 N1 5'1 I� " i i 13,0889.f-t b J
1 J
W 5' � v �A
REAR LOT LINE � _ L
--�-J L_--1 }�
--- ---� - i--- 721 s 10150460 _ s
87.83
1 1 S 88'59'05' W
i N 81'4710' W
I I SIDE LOT 722 \95.12' 87.81' N 81'4725 W
LINE 723 81.011
s e7m2'13' w
I 5 1 1 j 7270'
30' BUILDING I I
SETBACK LINE I I NOTES:
1 I 1. SET 3/4' IRON PIPE (1-1/4' O.D.) WITH PLASTIC CAP AT ALL
7 11/8/04 REVISED PER CITY REVIEW MEK LOT CORNERS UNLESS SHOWN OTHERWISE ON SHEET ONE.
° 6 10/28/04 REVISED BOUNDARY & LOT 3016 MEK
I I I 2. FOR OVERALL BOUNDARY DIMENSIONS REFER TO SHEET ONE,
- - -J L--L- _ --J L -- _ 5 10/27/04 ADD ESMT & VACATION LOT 3016 MEK FOR INDIVIDUAL LOT DIMENSIONS, EASEMENTS AND SETBACK LINES
4 10/5/04 REVISE PER ENGINEER MEK
REFER TO SHEETS TWO AND THREE.
FRONT LOT LINE 3 9/22/04 REVISE PER CITY REVIEW MEK 3. LOTS 3015 AND 3016 SHALL BE CONVEYED TO THE GRANDE
2 8/24/04 REVISE PER CITY REVIEW MEK RESERVE HOMEOWNERS ASSOCIATION. LOT 3017 SHALL BE
TYPICAL EASEMENT DETAIL CONVEYED TO THE UNITED CITY OF YORKVILLE.
1 7/7/04 REVISE EASEMENTS MEK
NOTE A 10 FOOT PUBLIC UTILITY AND DRAINAGE EASE)AENT 6/30/04 ISSUED MEK 4. A "STORMWATER MANAGEMENT EASEMENT" IS HEREBY GRANTED
IS HEREBY GRANTED ALONG ALL FRONT AND REAR LOT OVER ALL OF LOT 3016.
ONES AND ALL SIDE YARD EASEMENTS SHALL BE 5 FEET , NO. DATE DESCRIPTION BY
UNLESS SHOWN AND DIMENSIONED HEREON AS OTHERWISE 5. A "PUBLIC UTIUTY AND DRAINAGE EASEMENT" IS HEREBY
GRANTED OVER ALL PORTIONS OF LOTS 3015. 3016 AND 3017.
6. LOTS 724, 812 AND 813 SHALL HAVE NO DIRECT VEHICULAR
ACCESS TO ALLEGIANCE CROSSING.
S: MIDV*$T PREPARED FOR:
FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN TECHNICAL
HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE CONSULTANTS, INC. MPI-2 YORKMUE CENTRAL LLC
POLICY AND LOCAL ORDINANCES. LAND SURVEYORS
w...m141.lech.ort
COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY �e�D�505-'mm &32 CENTRE POINT DRIVE
-'�r �RENCE AT ONCE. ' '6 0) 5435-0.318 NAPERVVIILE.1 ILUNDS 60563 I� I JOB NO.: 265-140 CRANK B'! MEK SHEET 3
t�SSlaolslsomsronsCa uwn.a�,vsm¢s n.uzl Aµerr - - -- -
P.I.N.: 02-11-300-0'
OWNER: FINAL PLAT P.M.: 02-11-400-0(
P.I.N.: 02-14-201-0(
IN ACCORDANCE WITH THE PLAT ACT #86-1238 GRANDE RESERVE
THIS PLAT HAS BEEN SUBMITTED FOR
RECORDING BY:
UNIT 9 OWNERS CERTIFICATE
BEING A SUBDIVISION OF PART OF SECTIONS 11 AND 14, TOWNSHIP 37 NORTH, RANGE STATE OF V110015 )
7 EAST OF "THE THIRD PRINCIPAL MERIDIAN, ALL IN KENDALL COUNTY, ILLINOIS. ) SS
COUNTY OF o��� )
THIS IS TO CERTIFY THAT MPI-2 YORKVILLE CENTRAL LLC, AN ILLINOIS LIMITED LIABILITY CORPORATION, IS THE "EE
SIMPLE OWNER OF THE PROPERTY DESCRIBED IN THE FOREGOING SURVEYOR'S CERTIFICATE AND HAS CAUSED T``E
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, ANO DOES HEREBY ACKNOWLEDGE AND ADOPT THE SAME
UNDER THE STYLE AND TITLE THEREON INDICATED.
EASEMENT PROVISIOIS THE UNDERSIGNED HEREBY DEDICATES FOR PUBLIC USE -.HE LANDS SHOWN ON THIS PLAT FOR THOROUGHFARES,
A NON-EXCLUSIVE EASEMENT FOR SERVING THE SUBDIVISION STREETS, ALLEYS AND PUBLIC SERVICES; AND HEREBY A'SO RESERVES FOR ANY ELECTRIC, GAS, TELEPHONE, --ABLE
AND OTHER PROPERTY V 4TH ELECTRIC AND COMMUNICATION SERVICE TV OR OTHER TELECOMMUNICATIONS COMPANY UNDER FR ANCHISE AGREEMENT WITH THE UNITED CITY OF YORK dLLE,
KENDALL COUNTY RECORDER'S CERTIFICATE
STALE OF ILLIIJ 'I iS HEREBY RESERVED FOR AND GRANTED TO COMMONWEALTH EDISON COMPANY, THEIR SUCCESSORS AND ASSIGNS, THE EASEMENT PROM`IONS WHICH ARE STATED HEREON.
AMERITECH ILLINOIS a.l..a. WNOIS BELL TELEPHONE COMPANY, GRANTEES, THE UNDERSIGNED FURTHER CERTIFY THAT ALL OF THE I AND INCLUDED IN THIS PLAT LIES WITHIN THE BOUND:.RIES
COUNTY OF KD CALL THEIR RESPECTIVE LICENSEES. SUCCESSORS AND ASSIGNS,JOINTLY AND SEVERALLY TO CONSTRUCT,OPERATE, OF YORKVILLE COMMUNITY UNIT SCHOOL DISTRICT 115.
REPAIR MAINTAIN,MODIFY,REC-!ISTRUCT,REPLACE. SUPPLEMENT,RELOCATE AND REMOVE.FROM TIME TO TIME,POLES,
THIS INSTRUMEP.T WAS FILED FOR RECORD IN THE RECORDER'S GUYS,ANCHORS,WIRES,CABLE7. CONDUITS,MAN,-oIES,TRANSFORMERS PEDESTALS,EQUIPMENT CABINETS OR OTHER /�/10/S . THIS _�} _ DAY OF f!b/YY!/)�_ 200'
OFFICE OF KENPALL COUNTY, ILLINOIS, ON THE DAY OF FACILITIES USED IN CONNECTION NITH UND R
ERGO UND TRANSMISSION AND DISTRIBUTION OF ELECTRICITY, DATED AT I/
A.D., 20_ AT _ O'CLOCK -M. AND WAS COMMUNICATIONS,SOUNDS ANC,:NGNALS IN,OVER UNDER,ACROSS,ALONG AD UPON THE SURFACE OF THE PROPERTY
RECORDED IN B)OK OF PLATS ON PAGE SHOWN WITHIN THE DASHED OR DOTTED LINES(or amLw deagletim)ON THE PLAT AND MARKED'EASEMENT".-UTILITY - MPI-2 YORKVILLE CENTRAL
EASEMENT',T'UBIJC UTILITY EA*E.VENT",'P.U.E'I"simBw desgwtfm),THE PROPERTY DESIGNATED IN THE DECLARATION CORPORATION NAME
OF CONDOMINIUM ARMOR ON THIS PLAT AS COMMON ELE ENTS'AND THE PROPERTY DES]'GNATED ON THE PLAT AS
.. "
.......... 'COMMON AREA OR AREAS'.AND THE PROPERTY DLSIGNATED ON THE PLAT FOR STREETS AND ALLEYS,WHETHER PUBLIC ADDRESS: 6880 NORTH FRONTAGE ROAD
RECORDER OF DEEDS `�Z`( QF j!n9'•., OR PRIVATE,TOGETHER WITH THE RIGHT TO IigTI,LL REQUIRED SERVICE CONECTIONNS UNDER THE SURFACE OF EACH
•.:`svO•: .-•�`�:. LOT AND COMMON AREA OR AREAS TO SERVE I PRCVEMENTS THEREON,OR ON ADJACENT LC TS.rND COMMON AREA OR SUITE 100
:' .. •r. AREAS,THE RIGHT TO CUT,T FAA t"t Is TIME3,BUSHES,ROOTS,SAPLINGS AND TO CLEP.R OBSTRUCTIONS FROM
CITY CLERK'S CERTIFICATE ` _; CDTIDOr,.z THE SURFACE AND SUBSURFACE V9LWYE11iABCNABLY REH]UHIZED INCIDENT TO THE RIGHT: HEREIN GIVEN,.AND THE BURR RIDGE. IL 60527
STATE OF IWN015 ) ( "'-p" - RIGHTTO ENTER UdN TIE SUNIMMMp10E[iY FOR ALL SUCH PURPOSES. PRIVA EOBSTRUCTIONS SHALLNOTBE
• �-.'�'i A L • PLACED OVER GRANTIEW FMXWiM CO IE UPON OR OVER THE PROPERTY WIT" THE DASHED OR DOTTED LINES(or 16
)SS i
COUNTY OF KENDA'_L) :' sm4w dssWmdW)ON THE PLAT AND MAAI�4IISEMENT',"TUTY EASEMEMr,'RIBUC UTILITY EASEMENr.'P.U.E'(or f4(?4fmx"L.t ,•F SimEer do wtlml WITHOUT T►E PPKM t�M COWENT OF THE Ggq�S. AFTER INSTALLATION OF ANY SUCH
1A.7 f�T -��_ ". (L �'v•i FACILITIES,THE GRA13E OF THE SUBDIV®pR�p6Dy gHAll NOT BE ALTERED IN A MANNER SO AS TO INTERFERE WITH BY:
APPROVED AND ACCEPTED BY THE 6lAYOR AN CITY COUNCIL OF THE �••-•• THE PROPER OPERATION AND MAINTENANCE THEREOF
UNITED CITY OF YORKVILLE, I N IS, BY 9WG11� N �• RESIDENT SECRETARY
Q THE TEM COMMM ELHBRS SMALL"AYE THE MEANING SET FORTH FOR SUCH TE=RM IN THE` CONDOMINIUM
AT A MEETING HEED THIS DAY OF /Or.OI/�r 20 PROPERTYAC7, CHAPTER 765ILCSMQASAIME DED FROMTIMETOTIME. .fohn �et!/firr
THE TERM COMMON AREA OR AREAS 16�AS A LOT.PARCEL OR AREA OF THE REAL PROPERTY,THE BENEFICIAL AA _Q• b.ra(/I/lI//i
h (fin USE AID Ei0Y►EIf OF WHICH IB[®!11®M WMUE OR AS AN APPORTIONMENT TO THE SEPARATELY OWNED LOTS, (PRINTED NAME) PRESIDENT (PRINTED NAME) SECRETARY
n-�� �Ml `�_�+A r•_ w l PARCELS OR AREAS WT1T1N THE EVEN THOUGH SUCH MAY BE OTHERWISE DESIGNATED CN THE
CL U CL5_RK \ PLAT BY TERMS SUCH A8 WiWiS,TLEp{gE@NTg -EDEN gpANp.'OPEN AREA'.'COMMON GROUND',?DIKING.
AHD COMMM ANEW THE TERMS CpEQE AREA OR AfEAB'AND COMMON ELEMENTS'INCLUDE REAL PROPERTY
SURFA®WITH R(TEEQ1 DRIVEWAYS AND WALKWAYS,BUT EXCLUDES REAL PROPERTY PHYSICALLY OCCUPIED BY A
BUILDING,SERVICE BUSINESS DISTRICT OR STRICTURES SUCH AS A POOL,RETENTION POND OR MECHANICAL
EQUIPIEN►. NOTARY CERTIFICATE
COUNTY CLERK RELOCATION OF FACLUTES WILL BE DOES BY GRANTEES AT COST OF T-C GRAMMPJLOT OWNER UPON WRITTEN E OF )
S CERTIFICATE REQUEST•
STATE OF ILLINOIS ) � Ant - ) ) SS
)SS cpuNTy
COU OF KIND ) UNITED CITY RO VISIONS LP I, ♦+`1r�� G . i A NOTARY PUBLIC IN AND FOR THE COUNTY
EASEMENT PROVISIONS T1
I, COUNTY CLERK OF KENDALL COUNTY, ILLINOIS,
DO HEREBY CERTIFY THAT THERE ARE NO DEUNWENT GENERAL TAXES, NO AND STATE AFORE SA}Q• HEREBi CIERTIEY THAT �•
UNPAID CURRENT TAXES, NO UNPAID FORFEITED TAXES, AND NO REDEEMABLE PUBLIC UTILITY AND DRAINAGE EASEMENT AND 0"`�►w+,I IC 1 8+*+wrt.r.r41 PERS ALLY KNOWN TO ME TO BE THE
TAX SALES AGAINST ANY OF THE LAND INCLUDED IN THE PUT HEREIN DRAWN. 1 A NON-EXCLUSNE EASEMENT Ig HE7E0Y RE9fRV®FOR MD GgANfID TO SBC ALNHIiECH NUCOR,CpM tD,JOEEg PRESIDENT AND S CRETARY A'1 -L �•�•[..qS SHOWN ABOVE, APPEARED BEFORE
FURTHER CERTIFY THAT 1 HAVE RECEIVED ALL STATUTORY FEES IN CONNECTION INTERCABLE.OTRi�iPUF"UUTI.ITEB;AM HOLDERS OF EXISTING FRANCHISES GRANTEDBYTHEC ITYOFYOR W-LE, � ^JIS DAY AND ACKNOWLEDGED THAT AS CH OFFICERS• THEY SIGNED AND DE7_1VERED THE SAID INSTRUMENT
WITH THE PLAT HEREIN DRAWN. ILLINOIS`AND THEIR RESPECTIVE SUCCESSOM AM ASSIGNS WITHIIIN THE ARE49 SHOWIlf ' "-'kATAS- UBMUU-L._:. p...,. :NUSED THE CORPORATE SEAL TO BE AFFIXED THERETO AS THEIR FREE AND VOLUNTARY ACT AND AS THE
III DRAINAGE EASEMENT"(ditwimNNP.U.6D.E)70 CONSTRUCT,INSTALL,RIECIONSTRUCT,IiB:.-,.- '4 - FREE AND VOLUNTARY ACT OF SAO CORPORATION, FOR THE USES AND PURPOSES THEREIN SET FORTH.
GIVEN UNDER MY HAND AND SEAL OF THE COUNTY CLERK AT YORKVILLE. - INSPECT,MAINTAIN AND OPERATE UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS AND L.NES.OKA;R THE
5' ^^� SURFACE OF THE W=UTILITY 8 CRANAM EASEMENT".INCLUDING WITHOUT LIMITATION TO TELEPHONE CABLE,GAS 1h
ILLINOIS, THIS �S AY OF 20.1d.,y MAINS ELECTRIC L24M CAME TE EV1310N L+6y AND ALL NECESSARY FACILMES APPURTENANT THERETO,TOGETHER GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS 8 pqy OF i 20Q,£-
W ITH THE RIGHT OF ACCESS THERETO FOR THE PERSONS AND EClXPENT NECESSARY AND REQUIRED FOR SUCH USES
AND PURPOSES AND TOGETHER WITH THE RIGHT TO INSTALL REQUIRED SERVICE CONNECTIONS UNDER THE SURFACE OF rn IN��� n
EACH LOT TO SERVE IMPROVEMENTS N.BNTS THE EO �.l
NOTARY PU
A NON•OXCLLI9VE EASl3H@IT q Ai.90 HAY RESERVED FOR AND GRANT®70 THE UANDITO CITY OF OF YORXVLLE,LLyNCm
NTY CLERi TO CONSTRUCT,INSTALL,fECOIEiRUCT.REPAIR REMOVE REPLACE AND INSPECT FACILITIES FOR THE TRANSMISSION
AND DISTRIBUTION OF WATER.STORM SEWEL7,SANITARY SEWERS AND ELECTRICITY,WITHIN THE AREAS SHOWN ON THE
/ PLAT AS"PUBLIC UTILITY i DRAINAGE EASEMENT" WITH A RIGHT OF ACCESS THERETO FOR THE PEt90M8
AND EQUIPMENT NECESSARY AID RECIUMD FOR SUCH USES AND PURPOSES; .Sw_ _
CITY ENGINEER'S CERTIFICATE THE ABOVE HAM M ENTITIES ARE HAY GRANTED THE RIGHT TO ENTER UPON EASEMENTS HEREN DESCRIBED FOR THE MARGARET A D
_ STATE OF ILLINOIS ) -__ USES HEREIN SET FORM AND THE RIGHT TO CUT.TIM OR REMOVE ANY TREES,SHRUBS OR OTTER PLANM WTTM THE NOTARY R��
----- AREAS AOL>RltpiAGE EAWAmmrYMCf - _
MEVBE WDM1TE ------ -.
COUNTY OF KENDALL) - - -
UNDERGROUND TRMIMWMSNM AND D18TRBIRION SYSTEMS AND FACILITIES APPIMHWET THERETO,NO PE mww
I, JOE WYWROT, CITY ENGNEER FOR THE UNITED STY-OF YORKVILLE, DO HEREBY BUIUMM B,STRUCTU ES•OR OBSTRUCTIONS SMALL BE CONSTRUCTED BL UP04 OR OVER ANY AREAS DESIGNATED AS
CERTIFY THAT THE REQUIRED IMPROVEMENTS HAVE BEEN INSTALLED OR THE TUBL1C UTLUTY L DRANAE EASEMEHr,BUT SUCH AREAS MAY BE USED FOR GARDENS,SHRUBS.TREES,LANDSCAPING,
REQUIRED GUARANTEE COLLATERAL HAS BEEN POSTED FOR THE COMPLETION OF DRIVEWAYS,AND OTTER RELATED PURPOSES THAT DO NOT UNREASONABLY INTERFERE WTM THE USES HEREIN
ALL REQUIRED IMPROVEMENTS CIE.sCRIBED. SURVEYOR'S CERTIFICATE
Z, _ C STATF ')F !11.:NOIS )
DATED AT YORKMLLE, ILLINOIS THIS . DAY OF _ 200} THE OCCUPATION AND USE OF THE NON4EXC1J91VE EASEMENT HEREIN GRAMM AND RESERVED FOP -w ABOVE NAMED )
ENTITIES BY EACH OF SUCH ENTRIES SHALL BE DONE IN SUCH A MANMHR 90 AS NOT TO RRF'a.r- - z aac: S.S.
THE OCCUPATION AND USE THEREOF BY OTHER ENTITIES FOR WHICH SUCH EASE ER9 M AND JNTY OF DUPAGE )
THE CROSSING AND RECROSSING OF SAID EASEMENTS BY THE ASCIVE MAMF?^ • _ ALL BE DONE IN SUCH A
�J MANNER 90 AS NOT TO NI EtfEE WIN,DAMAGE.OR DISTURB ANY T4• - DISTRIBUTION SYSTEMS AND THIS IS TO CERTIFY THAT WE, MIDWEST TECHNICAL CONSULTANTS, INC., PROFESSIONAL DESIGN FIRM-LAND
CITY GI EER U FACILITIES APPURTENANT THERETO EXISTING WTTMIN THE EASEMUNT3 BEING 04085M OR RECROSSED.NO USE OR SURVEYING CORPORATION NO. 184-002917. HAVE SURVEYED AND SUBDIVIDED THE FOLLOWING DESCRIBED PROPERTY:
OCCUPATION OF SAID EASEMENTS BY THE ABOVE NAMED ENTITIES SMALL CAUSE ANY CHANGE IN GRADE OR IMPAIR OR
CITY COUNCIL CERTIFICATE
CHANGE THE SURFACE DRAINAGE PATTERHy THAT BART OF SECTIONS it AND 14, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,STATE OF ILLINOIS ) FOLLOWING ANY WORT TO E PERFORMED BY THE UNITED CITY TY OF YORKVILLE IN T EXERCISE OF ITS EASEMENT RX;MTS DESCRIBED AS FOLLOWS.
Hf3EJl1 GRANTED,SAID Cry SHALL HAVE NO OBLIGATION WITH RESPECT TO SURFACE RESTOUTIOA N0.WTNG BUT NOT
)�
COUNTY OF KENDALL) LIMITED TQ THE RESTORATION,REPAIR ORFERACBB(TOF PAVEMENT U
,CRS.GUTTERS,TREEB,LAWN OR SHRUBBERY. BEGINNING AT THE NORTHEAST CORNER OF LOT 3014 IN GRANDE RESERVE UNIT B. BEING A SUBDIVISION OF PART
PROVIDED,HOWEVER THAT SAID CITY SMALL E 013UGATID,FOLLOWING SUCH MAINIE ANCE WORK TO BACIIPI.LAND OF THE SOUTH HALF OF SAID SECTION 14, ACCORDING TO THE PLAT THEREOF RECORDED AUGUST 17, 2004 AS
APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE MOON ALL TREE0VEALLED90 S70RET p8PC�AEDDRAINJL1,TO PATCH���TONCONCETE DOCUMENT NUMBER 200400023009; THENCE SOUTHWESTERLY. WESTERLY AND NORTHWESTERLY ALONG THE
l_.L_L__D �2 YAlAEWIT�AIREANAIEBEiALLYCFAN NORTHERLY LINE OF SAID GRANDE RESERVE LINT 8 THE FOLLOWING THIRTY-NINE (39) COURSES 1) SOUTH 72 LL& AND WORIOMANU1111 CONDITION.UNITED CITY OF YOFtI(VILLE, 1 GS, THIS AY
ppH T^ MINUTES 47 SECONDS WEST 151.13 FEET; THENCE 2) SOUTH 87 DEGREES
02 MINUTES 13 SECONDS
IvtSi THENCE " NORTH 81 DEGREES 47 MINUTES 25 SECONDS WEST 80.01 FEET; THENCE 4) NORTH
STOMMATER YANAGEYENT EASEM11T PROVISIONS 81 OEGREES 47 ..iNUTES 10 SECONDS WEST 87.81 FEET; THENCE 5) SOUTH 88 DEGREES 59 MINUTES 05 SECONDS
AYOR AN EASEMENT B HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY OF YORKVILLE AND TO ITS SUCCESSORS - -5.12 FEET, THENCE 6) NORTH 81 DEGREES 15 MINUTES 46 SECONDS WEST 87.83 FEET; THENCE 7) NORTH
AND ASSKM OVERALL.OF THE AREAS MARa®"STORMWAI IE1 MANAGEMENT EASEEM'( DEGREES 08 MINUTES 22 SECONDS WEST 168.15 FEET; THENCE 8) SOUTH 88 DEGREES 04 MINUTES 27 SECONDS
M^INTAR NDOE�TEST ELOPE' WEBS AND THESTOOMMY70MUnVEY,COPSIAJC `cONBTgLIC WEST 295.09 FEET. THENCE 9) SOUTH 79 DEGREES 49 MINUTES 26 SECONDS WEST 81.97 FEET; THENCE 10) SOUTH
NECESSARY YMAMR IM CATCH SEWERS AMI THE STOgLWATEpy€,...0,,-._ . . _ 97 DEGREES 09 MINUTES 44 SECONDS WEST 78.90 FEET• THENCE 71) NORTH 87 DEGREES 59 MINUTES 39 SECONDS
NECESSARY MANEQ F!6 G71,'SI BASNB,9AIfTMRY 9EWYBS,WATER k ,A..;sv CAMP - ._a r1OD1UaFg,
- 1e9,a4 CONECTDN&OTTCIM 9WAIUM OMB�BiwuTU ES APE ff?lT =A8N!YaBI�I fi FEAT_ n1v4a 11) §WTH @9 B€ 0* M'MT€& 23 SEEONIDS VX&T 13151-F€€T; THENCE 13)
SAID CRY.OVER UPON,ALDER UOBtAND THROUGH SLID N MCATBD EASEMENT,TOGETHER VMW THE RIGHT OF - ^' ^T"pM 55 MIMJTFS 3LT �r'ONDS WEST 46&95 FEET TO A POINT OF CURVATURE; THENCE 14)
ACCESS ACROSS THE PROPERTY FOR NBCESBANy MEN AMEaLiY6N►To00ANYOFTHEABOVEWORKTIERIGHTp NORTH '�^�f' TM+�- ...;;RIVE CONCAVE TO THE WEST. HAWING A RADIUS OF 1.066.00 FEET.
ALSO GPIANI®100UT DOWN,TiSlaREMOVE ANY TRlEB,SHRUBS OR OTHER PANTS ON THE EASEMENT THAT HAVING A ..i;uH,:; ., NORTH 02 DEGREES 22 MINUTES 12 SECONDS WEST, A DISTANCE OF 16.52 FEET TO
INNT YNTN7IE�AT1d10FSf>'NI�
OR OTHER UTILMIE .No PERMANENT BI ILDI NGB SFMLL E RACED ON SAM � POINT OF TANGENCY: THENCE 15) NORTH 02 DEGREES 48 MINUTES 51 SECONDS WEST 142.04 FEET TO A POINT
EASEMENT. NO f9N11E W THE TdOOVAPW O!STORMWATER MANAGEMENT STRUCTURES WITHIN THE EASEMENT
APEASiALLEYAMMMMOUTDW1 %WrTEN HOPTECryBOWAMt,BUi3A►SMAYEUSMFOR uF CURVATURE; THENCE 16) NORTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE EAST, HAVING A
PURFIDSW THAT DO NOT THEN CIRLATM INTIERIFIERIE WITH THE AFORESAID USES OR RIGHTS RADIUS OF 67.00 FEET, HAVING A CHORD BEARING OF NORTH 19 DEGREES 57 MINUTES 33 SECONDS WEST, A
DISTANCE OF 5,126 FEET TO A POINT OF REVERSE CURVATURE; THENCE 17) NORTHEASTERLY ALONG THE ARC OF A
THE OWNER OF THE PROPERTY SMALL REMAIN RESPONSIBLE FOR THE MANTENIAMCLC:' :. ::_:..:-WWATERMrA,4AGEMLN_ QVE CONCAVE TO THE WEST, HAVING A RADIUS OF 13100 FEET, HAVING A CHORD BEARING OF NORTH 21
AREA AND APRIRR Y BY THE THE 84GO43 O T vOPoNr l c WILL PERFORM ONLY EMERGENCY PRO(EDIAEg AS _ -,ES 21 MINUTES 57 SECONDS EAST. A DISTANCE OF 99.20 FEET, THENCE 18) NORTH 89 DEGREES 59 MINUTES
DEEMED NECESSARY D 77E CITY EN08®E OF THE UNITID CITY OF YORKVLUE M'`�.�.
CITY PLAN COMMISSION CERTIFICATE 57 SECONDS EAST 24.00 FEET; THENCE 19) NORTH 00 DEGREES 00 MINUTES 03 SECONDS NEST 240.67 FEET;
STATE of ILLINOIS ) THENCE 20) NORTH 16 DEGREES 27 MINUTES 34 SECONDS WEST 105.89 FEET; THENCE 21) SOUTH 73 DEGREES 32
PEDESTRIAN i AND BIKE TRAIL EASEMENT PROVISIONS MINUTES 26 SECONDS WEST 364.95 FEET THEN
; CE 22) SOUTH 00 DEGREES 00 MINUTES 03 SECONDS EAST 238.81
)SS THE UNTfEO CITY OF VGMWLLJL TTS BLII�ORB,LICENSEES AND AW CJQ ARE HEUEey GIVEN EASEMENT RIGHTS FEET, THENCE 23) NORTH 89 DEGREES 59 MINUTES 57 SECONDS EAST 29800 FEET; THENCE 24) SOUTHWESTERLY
COUNTY OF KENDALL) OVER ALL AREAS OI THE PLAT LMRMTEHBTRANEASEMEMr ,9111%TRAL EASEMENT" TEDESTRIAN AND BIKE TRAIL ALONG THE ARC OF A CURVE CONCAVE TO THE WEST. HAVING A RADIUS OF 67.00 FEET, HAVING A CHORD BEARING
APPROVED AND ACCEPTED BY THE PLAN COMMISSION OF THE
EASEMENT-OR AIER►WNGB@LT EA4BMBlT",TO CONSTRUCT,INSTALL RECONSTRUCT•REPAIR REMOVE, OF SOUTH 21 DEGREES 21 MINUTES 57 SECONDS WEST. A DISTANCE OF 49.97 FEET TO A POINT OF REVERSE
U���� A � /� R�LAM INSPECT•MAINTAIN AND OPERATE PEDESTRIAN AND BICYCLE TRAILS,PAVED OR UNPAVED,FOR THE USE AND CURVATURE; THENCE 25) SOUTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A
UNITED CITY OF YORKVILLE, ILLINOIS, THISIrT'i�AY OF� �YMENTOF THE{�ALRIRIC.THE ABOVE NAMmBNITEBAEHHEREY GRANTED THE RIGHT TO04TEtUPON RADIUS OF 133.00 FEET, HAVING A CHORD BEARING OF SOUTH 19 DEGREES 57 MINUTES 33 SECONDS WEST, A
2 EASEMENTS I THE USES HEREIN SET FORM AND THE RIGHT TO CUT,TRIM,OR REMOVE ANY TREES.
/ SHRUBS OR OTHER
� THE EASEMENT AREAS HEREIN XRAH'TED WNGm WTERFERE WITH THE CONSTRUCTION, DISTANCE OF 105.73 FE-T fO A POINT OF TAMGENCy; THENCE 26) SOUTH 02 DEGREES 48 MINUTES 51 SECONDS
INSTALLATION, 1�AR REMOVAL,REPLACEMENT,INSPECTM MAINTENANCE AND OPERATION EAST 142.04 FEET TO A POINT OF CURVATURE; THENCE 27) SOUTHEASTERLY ALONG THE ARC OF A CURVE
THEREOF'NO OR PE:•LM@RBULONG9,STRUCTURES OR 083TRUCT10N3 SHALL BE PLACED ON OR OVER CONCAVE TO THE WEST, HAVING A RADIUS OF 1,000.00 FEET, HAVING A CHORD BEARING OF SOUTH 02 DEGREES 22
CHAIRMAN SAIDEASEAENNT97HAT WITNT1EeP11GHI8FERFJNGRAMED. MINUTES 12 SECONDS EAST, A DISTANCE OF 15.50 FEET TO A POINT OF TANGENCY; THENCE 28) SOUTH Oi DEGREE
55 MINUTES 33 SECONDS EAST 512.97 FEET; THENCE 29) SOUTH 85 DEGREES 47 MINUTES 34 SECONDS WEST
LANDSCAPES FFER EASEMENT PROVISIONS 103.42 FEET; THENCE 30) SOUTH 80 DEGREES 44 MINUTES 34 SECONDS WEST 78.66 FEET; THENCE 31) SOUTH 78
CITY ADMINISTRATORS CERTIFICATE DEGREES 02 MINUTES 58 SECONDS WEST 78 66 FEET; THENCE 32) SOUTH 79 DEGREES 26 MINUTES 14 SECONDS
STATE OF I WNOIS ) THE UNITED Cry OF ITS BUID E880R8.LICENSEES AND ASSIGNS,ARE HEREBY GIVEN EASEMENT RIGHTS
OVER ALL AREAS ON PLAT MAR®ZMOSCAPE BUFFER EASEMENT'TO INSTALL,PLANT,MAINTAIN. INSPECT,REMOVE WEST 75.83 FEET, THENCE 33) SOUTH 75 DEGREES 14 MINUTES 58 SECONDS WEST 72.08 FEET; THENCE 34) SOUTH
AND-REPLACE- SHRBS BU9HE8 MASS.PLANTS GROUNDCOVEFRSAN0.QIHERFORMSOFVE)E;'TOMAND 70 DEGREES 40 MINUTES 16 SECONDS WEST 78.87 FEET; THENCE 35 SOUTH 70 DEGREES 33 MINUTES 27 SECONDS
COUNTY OF KENDALL) LANDSCAPING
-EA NO TEMPaRAR1/OR PERMANENT BUILDINGS,STRUCTURES OR OBSTRUCTIONS SHALL Se - -------
WEST 81.83 FEET; THENCE 36) SOUTH 66 DEGREES 33 MANURES 35 SECONDS WEST 81.83 FEET; THENCE 37) SOUTH
SAID EASEMENTS NOR SHALL ANY VEGETATION BE IEXCEPT REPLACE DEAD 53 DEGREES 10 MINUTES 50 SECONDS WEST 113.98 FEET; THENCE 38) NORTH 36 DEGREES 49 MINUTES 10
APPROVED AND ACCEPTED BY THE CITY ADMINISTRATOR OF THE DISEASED VEGET TON WITH LIKE VEGETATION4 WITHOUT THE WRITTEN AUTHORITY OF THE UNITED CITY OF YORIMLLE
�-/�, SECONDS WEST 82.59 FEET; THENCE 39) SOUTH 53 DEGREES 10 MINUTES 50 SECONDS WEST 87.66 FEET; THENCE
UNITED CITY OF Y MLLE• ILLINOIS, THIS _DAY OF rcc� 2000-9 THE OWNER OF PROPERTY SHALL E PERPETUALLY RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE NORTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 25.00 FEET. HAMNG A
LANDSCAPE FASi�ITAIEA8A10�S. CHORRD BEARING OF NORTH 11 DEGREES 27 MINUTES 59 SECONDS EAST, A DISTANCE OF 36.40 FEET TO A POINT
CITY ADMINISTRATOR OF REVERSE CURVATURE; THENCE NORTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHEAST,
HAVING A RADIUS OF 483.00 FEET. HAVING A CHORD BEARING OF NORTH 28 DEGREES 54 MINUTES 57 SECONDS
WEST. A DISTANCE OF 22.46 FEET TO A POINT OF TANGENCY; THENCE NORTH 27 DEGREES 35 MINUTES 02
:COUNS WEST 56.67 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG THE ARC OF A CURVE
RIGHT TO FARM STATEMENT
KENDALL TO ' iv. NORTHER '_ HAVING A RADIUS OF 733.00 FEET, HAVING A CHORD BEARING OF NORTH 19
NOTICE T DEGREES 36 MINUTES 58 SECONDS WEST, A DISTANCE OF 203.87 FEET TO A POINT OF TANGENCY; THENCE NORTH
ICS. COUNTY 11 DEGREES 38 MINUTES 53 SECONDS WEST 135.73 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY
THE ROLE COUNTY HAS A LONG RICH TRADITION PLAY I IN AGRICULTURE AND RESPECTS MORTGAGOR'S CERTIFICATE ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHWEST. HAVING A RADIUS OF 117.00 FEET, HAVING A CHORD
THE ROLE THAT FARMING CONTINUES TO PLAY IN SHAPING THE ECONOMIC STATE OF 211 Lwe1 BEARING OF NORTH 29 DEGREES 19 MINUTES 03 SECONDS WEST, A DISTANCE OF 72.16 FEET; THENCE NORTH 50
INDICATE OF THE COUNTY. PROPERTY THAT SUPPORTS THIS INDUSTRY IS ) ) DEGREES G4 MINUTES 48 SECONDS EAST 163.33 FEET; THENCE NORTH 51 DEGREES 36 MINUTES 15 SECONDS EAST
INDICATED BY A ZONING INDICATOR - A-t OR AG SPECIAL USE. ANYONE COUNTY OF C�k ) /���,,+-f _
CONSTRUCTING A RESIDENCE OR FACILITY NEAR THIS I ZONING SHOULD BE AWARE LQ�A1�f BanK /1 T�IN14I AlwelokIn HOLDER OF A MORTGAGE ON THE PROPERTY 36 MINUTES 11 SECONDS WEST 218 03 FEET; THENCE SECONDS WEST
DEGREES '32.00
39 MINUTES 26 SECONDS WEST 215.6
THAT NORMAL AGRICULTURAL PRACTICES MAY RESULT IN OCCASIONAL SMELLS, DESCRIBED HEREIN, HEREBY CONSENTS TO THE EXECUTION AND RECORDING OF THE ABOVE AND
DUST, SIGHTS, NOISE, AND UNIQUE HOURS OF OPERATION THAT ARE NOT TYPICAL F,�,pQ�((;�OpIINc PLAT DF SU DIVISION AND HEREBY SUBMITS ITS MORTGA RECORDED FEET. THENCE NORTH 87 DEGREES 54 MINUTES 47 SECONDS WEST 108.29 FEET-.THENCE NORTH 18 DEGREES 16
N OTHER ONIN AREA PLAT/«Xlmer.21..1 AM DrrTUMENT NUMBER -a(QD3�?\ iN� N THE OFFICE OF THE MINUTES 39 SECONDS WEST 154.36 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF THE BURUNGTON NORTHERN
RECORDER OFD S, R1118iD.�C COUMMN��TY, IWI�N��OIS•.� TO ALL�O�F� �THE PROVISIONS THEREOF. RAILROAD COMPANY: THENCE NORTH 73 DEGREES 32 MINUTES 14 SECONDS EAST ALONG SAID SOUTHERLY
IN WITNESS WHEREOF, THE SAID L��1r 11 M UL.RtYT_Rf1�l U�r_ HAS CAUSED THIS RIGHT-OF-WAY LINE OF THE BURLINGTON NORTHERN RAILROAD COMPANY 1,781.10 FEET TO AN IRON PIPE ON SAID
IN UMENT i10 E SIGNED BY ITS DULY 2U]HOERIZID OFFICERS ON ITS BEH/M� T LINE. THENCE NORTH 73 DEGREES 32 MINUTES 52 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-ELF-WAY LINE OF
Ll1ItMIS THUS 1l DAY OF THE BURLINGTON NORTHERN RAILROAD COMPANY 837.46 FEET TO THE CENTERLINE OF MILL ROAD; THENCE SOUTH
20 74 DEGREES 01 MINUTE 01 SECOND EAST ALONG SAID CENTERLINE OF MILL ROAD A DISTANCE OF 548.11 FEET TO
ALL LOTS WITHIN THIS SUBDIVISION ARE INCLUDED NTHIIJ THE UNITED \ THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 11; THENCE SOUTH 01 DEGREE 00 MINUTES 45
CITY OF YORKVILLE SPECIAL SERVICE AREA NUMBERao - (nro AND BY' :NOS EAST ALONG SAID EAST LNE OF THE SOUTHEAST QUARTER OF SAID SECTION 11 A DISTANCE OF 556.16
ARE SUBJECT TO AN ANNUAL TAX LEVY IN ACCORDANCE WITH THE - T I-EET TO A NONE AT THE SOUTHEAST CORNER OF SAID SOUTHEAST QUARTER OF SECTION 11; THENCE SOUTH 01
7 PROVISIONS OF CITY ORDINANCE NO. �3'} -AN ORDINANCE J O 7 �('(�Q �ar FT fS-T ,� Q 'r DEGREE 00 MINUTES 37 SECONDS EAST ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 14 A
ESTABLI1S,�H,I,NG UNTIED CITY OF YORKVILLE SPECIAL $ VI E REA NUMBER PRINTED NAME AND TITLE `l y ^ DISTANCE OF 783.76 FEET TO THE PLACE OF BEGINNING, SAID PARCEL OF LAND HEREIN DESCRIBED CONTAINS
20 PVV ADOPTED BY THE CITY COUNCIL ON u 73.7907 ACRES, MORE OR LESS ALL IN KENDALL COUNTY. ILLINOIS.
FILE FOR RE 0RD IN THE RECORDER'S OFFICE OF KENDALL COUNTY ON //// (/j��/j�
AS DOCUMENT NUMBER vl6D4 00 lf' J- ATTEST: 6,� "" •" � WE FURTHER CERTIFY THAT THE PLAT HEREON DRAWN IS A CORRECT AND ACCURATE REPRESENTATION OF SAID
- -� T-L 'I�/ "_^ - SURVEY AND SUBDIVISION. ALL DISTANCES ARE SHOWN IN FEET AND DECIMAL PARTS THEREOF.
�1 N711n ��. ArT1M91 ' <T �YlU7/CSC �RAY4/l�f�//f�'/�
PRINTED NAME AND TITLE WE FURTHER CERTIFY THAT NO PART OF THE ABOVE DESCRIBED PROPERTY IS LOCATED WITHIN A SPECIAL FLOOD
HAZ;--ar REA AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY BASED ON FiRM 170341-0020C
AND 170321-00400, DATED, JULY 19, 1982 ALL OF THE PROPERTY IS LOCATED IN ZONE C. AREAS OF MINIMAL
NOTARY CTiFIC.ATE FLOODING
STATE OF 1 )
COUNTY OF DU )) ss WE FURTHER CERTIFY THAT WF HAVE SET ALL SUBDIVISION MONUMENTS AND DESCRIBED THEN/ ON THIS FINAL
R� PLAT AS REQUIRED BY THE PLAT ACT (ILLINOIS REVISED STATUTES 1977, CHAPTER 109 SECTION 1).
I• " Q)� A NOTARY PUBLIC IN AND �FFLOR THE COUNTY WE FURTHER CERTIFY THAT THE PROPERTY SHOWN ON THE PLAT HEREON DRAWN IS SITUATED WITHIN THE
CERTIFY THAT hn G• Alfl!]1 CORPORATE LIMITS OF THE UNITED CITY OF YORKVILLE. ILUNOIS. WHICH IS EXERCISING THE SPECIAL POWERS
AND ATE AUTHORIZED BY DIVISION 12 OF ARTICLE 11 OF THE IWNOIS MUNICIPAL CODE AS AMENDED.
AND 7 KN 0 E TO BE THE ,FANG} VI ct
PRESIDENT AND SECRETARY OF AS SHOWN ABOVE,
APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED THAT AS SUCH OFFICERS, THEY SIGNED AND GIVEN UNDER OUR.HAND AND SEAL AT NAPERWIL ILLINOIS. THIS 6th DAY OF JANUARY, A.D.• 2005.
DELIVERED THE SAID INSTRUEENNT AND CAUSED THE CORPORATE SEAL TO BE AFFIXED THERETO AS
THEIR FREE AND VOLUNTARY ACT AND AS THE FREE AND VOLUNTARY ACT OF SAID CORPORATION, FOR
THE USES AND PURPOSES THEREIN SET FORTH. ����1144'�1H
7 11/8/04 REVISED PER CITY RENEW MEK GIVEN UNDER MY H AND 11OTARAL SEAL THIS ._L� DAY OF f 20
6 10/28/04 REVISED BOUNDARY & LOT 3016 MEK
5 10/27/04 ADD ESMT & VACATION LOT 3016 MEK NOiA PUBUC OOLANDSURVEYOR O(REV SE PER ENGINEER MEK SAL PEASE PER CITY REVIEW MEK sF RUSSELL W. CLSEN, P.LS. A 2718 ti��Kw VICE PRE9DENT F�REUSE PER CITY RENEW MEK �L uCENSE EXPIRES tt/30/Ob Nnt�� Q� YOR REVISE EASEMENTS MEK M te ISSUED MEK w
NO. I DATE I DESCRIPTION BY E"
L IGK� Q Oi� oS=00,,f L�1 N,9RUCE A. BRUCKELMEYER, P.L.S. N 2456 - F PRESIDENT p
❑CEASE EXPIRES 11/30/06 NAL YOR FOR BUILDING RESTRICTIONS AND �QS_MF'. ; NOT SHOWN 466 HEREON, REFER TO YOUR ABSTRam' ^•'.ITEM POLIC" aN - C4DINANCES. \�MIDWEST V
COME HOPE BUILDING AND REPORT ANY I TECHNICAL PREPARED FOR:
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