HomeMy WebLinkAboutPLAT - 08-00023 - Sunrise Dr - Founders Square PH1 - Final Platrf ieE �lll
LOT 91 LOT 90
r LOT 92 0.26 acres 0.34 acres
1 LOT 101 LOT 94 LOT 93 0.20 acres
LOT 12 LOT 11 0.1� acre, �0.19Oa res LOT 8 0.22 acT 9 LOT lres I ! I. 0.22 acres 0,20 acres 0,19 acres
0.21 odes 0.18 acres 0 0.24 acres 37.50' LOT 95 f
007 112 0 3].50' ii 0.28 acres
0.28 acres - I ( '
------'_."`__�--x"11 LOT 89
LOT 2 LOT 100f
6 24 scree
` LOT 7 0.19 acr,F 0.19 acres 0.14 acres ` 0.T 47
%LOT 3 - LOT 99 LOT 48 01 SI aces LO7 88
LOT 14 LOT 6 0.19 acrrt 0.19 acres0.21 acres 0.13 acres,LOT 13 0.18 acres 0.14 acres (.0.20 acres g ®LLOT 46LOT 4 LOT 98 0.11 acres - Lr,1 87
LOT 6 - 0.1LOT 49
LOT 15 0.14 aces I 0.20 acres 075 00'cree0.21 screap oj0 20 scree'0.18oree _..__LOT 15 `�S�`O�LOT 45
•�, .21 acres - • • { • s i ` I\ acres // e00
...� „ r [4 r
acres ,
+ • 1. °_..:_ r- ���
rr^ LOT 30 sIt 68.00' LOT 3841.'0'
i. 0.13 acres q 0.14 acres `•� t 7 CFi�/
�� peQO LOT 38 44.00' iLOT 44 /i ,: / ..O.L3 • ,! , Ll
LOT 38 0.20 acres
0
"•,� 0.20 acres LOT 31 .14 acres T ;l
\ 0.13 acres 0.L LOT37
LOT 35 LOT acres
LOT 40 1DT 43 I RC
0.12 ocree 0.12 acres 0.17 acres • . j
,. 5.16 ace, I
LOTOI LOT 41 %� LOTSi
0.27 ac
_ . LOT 33 •f ., ' ,'.. 1 .,_., o.. _ ,.__.... .._„__.•• I 0.12 ocree: 0.12 cro F/ 0.23f
1 7 LOT 34 0.13 acres /
LP' 42
0.13 acres
f�LOT 2Gi �.. / - i
+b a oar ,.� ' /
LOTT2 '.:.•e ""_� /' o; L01 S3 i !OT 54-1LOT 56 ri\� / 0261
0.25car
.. ,.�/
f, �, .LOT 62 d,14 aore�.15 couft IOT 56 ( �� T '
¢, ,.1 LOT 51 0.15 acreal 6.12 acre; LOT 57 '
_ LOT 50 0.14 ocree. 1 70.;4 ccre,LOT 80p
04 0.16 acres - 7/%%. 027 as f1;
ff
4 LOT 61 LOT 60 LOT 59
,f LOT 62 0.15 acres .0.14 scroll, i arreq LOT 68 OT n`!
4' , rFt7A' !� 4+l ' 0.23 alree °,a 0.14 acres 0.13 ace / ` J 0.24 a se 1
LOT 83 LOT 1D7 �.
acres �� J
1� 0 acres
. _
1. 0 � r
r -rt
I • "( LOT 106
0:22 acres
LOT d5 LOT 66 LOT 87
LOT 64a, 0,15 acres_
1 ` .0 0.1f cute '.0.14 acre / 111
05
as
r dl' .15 acres fG?7O $5 as:
i £
P � I
h' 1
L0T 68 r q
LOT 69
1 - z . �, ', ,,A LOT 70 oro=16 acres 0.18 dcra� 'I� _ = lr
•„ �! r t M e� 4 0:17 acres,
' ziY�`' i. t . O 1 ' � � T- �_��• � 0'� . / 1 �� '0.45 ocree 'C'. FV(fi/�4 G �'I.iK[Vm'
a� lZ
At A sr6re LAN
Y 1? Zt r r L012,1
1.20 ocree a LOL74 Ilii i I I;. _ J�r�
^:�: 0 028 acres ' LOT 108.
99 y
F % b eYx �,. 1 s* "0:17'aeree .J.17 T t I;rT 102 0.37 aeras.
f'� k+ QT T 72 L(T
ry �' s i °y 'acreru. O.'l acres
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FOUNDERS SQUARE, PHASE 1, A PLANNED UNIT DEVELOPMENT:
TOWNSHIP 6 NORM, RANGE 40 EAST, BOISE MERIDIAN, MADISON COUNTY IDAHO.
SECTION 32: A PORTION OF ME NORTHWEST QUARTER OF ME SOUTHWEST QUARTER
(NWI/4SWI/4).
SECTION 31: A PORTION OF ME EAST HALF OF ME EAST HALF (EI/2EI/2).
ME WHOLE BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT ME WEST QUARTER CORNER OF SAID SECTION 32, MARKED BY A 5/8" REBAR AND
ALUMINUM CAP, AND RUNNING THENCE ALONG ME NORM UNE OF ME AFORESAID NORTHWEST
OUARMR OF ME SOUTHWEST QUARTER (NWI/45001/4) NORTH 89'32'54" EAST 791.10 FEET TO A
5/8' REBAR SET THEREON;
THENCE LEAVING SAID NORM LINE SOUTH 077'06" EAST 274.14 MET TO A 5/8" REBAR;
THENCE SWM 8314'30" EAST 57.72 FEET TO A 5/8" REBAR;
MENGE SWM 8727'24" EAST 34.10 FEET TO A 5/8' REBAR;
MENCE CONTINUING SOUTH 87'27'24" EAST 34.11 FEET TO A 5/8" REBAR;
THENCE SOUTH 82'39'02" EAST 109.42 FEET TO A 5/8" REBAR;
THENCE SOUTH 10'35'38" WEST 28.26 FEET TO A 5/8' REBAR;
THENCE SOUTH 65'49'28" EAST 97.17 FEET TO A 5/8" REBAR:
THENCE SOUTHWESTERLY ALONG A CURME TO ME RIGHT HAMNG A RADIUS OF 841.00 FEET, AN
ARC LENGTH OF 65.44 FEET, A CENTRAL ARGUE OF 4'27'31", A CHORD LENGTH OF 65.43 FEET AND
A CHORDF M
BEARING G 11 SW 26'2417WEST TO A 5/8' ROAR;
MEIICE SOUTH 61'59'02" EAST 34.0 FEET TO A 5/8" REBAR;
THENCE SOUTH 58'42'07" EAST 34.04 FEET TO A 5/8' REBAR;
THENCE SOUTHWESTERLY ALONG A CURIE TO ME RIGHT HAMNG A RADIUS OF 909.00 FEET. AN
ARC LENGTH OF 23.54 FEET, A CENTRAL ANGLE OF 1'29'00", A CHORD LENGTH OF 23.53 FEET AND
A CHORD BEARING OF SOUTH 29'27'09" WEST TO A 5/8' REBAR;
THENCE SOUTH 5972'28' EAST 142.30 FEET TO A 5/8" REBAR;
THENCE SOUTH 33'31'20" WEST 172.44 FEET TO A 5/8' REBAR SET ON ME NORM LINE OF MAT
REAL PROPERTY CONVEYED FROM STEPHEN SIRS COOK TO LIU KIMMEL BY ME WARRANTY DEED
RECORDED JANUARY 24. 2002, AS INSTRUMENT No. 293667, MADISON COUNTY RECORDS;
THENCE ALONG LAST SAID NORM LINE SOUTH 89'4974' WEST 52.72 FEET TO A 5/8" REBAR SET
AT ME NORTHWEST CORNER OF SAID LANDS OF KIMMEL;
THENCE ALONG ME WEST LINE THEREOF SOUTH O'14'09" EAST 78.93 FEET TO A 5/8" REBAR SET
THEREON;
THENCE LEAMNG SAID WEST LINE SOUTH 35100'39" WEST 99.08 FEET TO A 5/6' REBAR;
NORM 63Vi'M" WEST 148.59 FEET TO A 5/8" REBAR;
THENCE NORTHEASTERLY ALONG A CURVE TO ME RIGHT HAVING A RADIUS OF 836,00 FEET, AN
ARC LENGTH OF 25.52 FEET, A CENTRAL ANGLE OF 1'44'56", A CHORD LENGTH OF 25.52 FEET AND
A CHORD BEARING OF NORM 27'52'38" EAST TO A 5/8' REBAR;
THENCE NORM 61110'40' WEST 34.00 FEET TO A 5/8' REBAR;
THENCE NORM 6415'36' WEST 34.05 FEET TO A 5/8' REBAR;
THENCE SOUTHWESTERLY ALONG A CURVE TO ME LEFT HAVING A RADIUS OF 904.00 FEET, AN ARC
LEMON OF 88.43 FEET, A CENTRAL ANGLE OF 5'307', A CHORD LENGTH OF 88.39 FEET AND A
CHORD BEARING OF SOUTH 25'50'33" WEST TO A 5/8" REBAR;
THENCE NORM 76'34'13' WEST 72.46 FEET TO A 5/8' REBAR;
THENCE NORM 830225" WEST 66.64 FEET TO A 5/8" REBAR;
MMCE NORM 89'35'45' WEST 74.30 FEET TO A 5/8" REBAR;
MENGE $DUN 8376'30" NEST 74.66 FEET TO A 5/8' RMAH;
THENCE SOUTH 76'51'31' WEST 67.58 FEET TO A 5/8" REBAR;
THENCE SOUTH 70'16'52' WEST 73.63 FEET TO A 5/8" REBAR;
THENCE NORM 290219" WEST 102.79 FEET TO A 5/8' REBAR;
DEDICATION
STATE OF IDAHO
COUNTY OF MADISON SS
KNOW ALL MEN BY THESE PRESENTS MAT ME UNOERSIONED IS ME OVMER OF ME
REAL PROPERTY AS SHOWN ON THIS PLAT. BE IT FURTHER KNOWN MAT HE AGREES
TO ME OESIGNAVON OF SAID REAL PROPERTY AS FOUNDERS SQUARE, PHASE 1. A
PLANNED UNIT DEVELOPMENT. TURNER MAT ME OWNER GRANTS, CIMES AND
DEDICATES TO ME PUBUC SUCH PORTIONS OF LAND AS SHOWN ON SAID PLAT, AS
SET APART FOR SHEETS, EASEMENTS, AND ANY OMER DESIGNATED PUBUC LAND FOR
USE OF ME PUBUC FOREVER (PER IDAHO CODE 60-1313) IN ADDITION TO NOSE NOW
ON RECORD OR LEGALLY ESTABLISHED.
IT IS ALSO CERTIFIED MAT ME LOTS WITHIN THIS SUBDIVISION WILL BE SERVEO BY
ME CITY OF REXBURG MUNICIPAL WATER AND SEWER SYSTEMS AND SAID CITY HAS
AGREED IN WRITING TO SERVE SAID LOTS.
DATE
.L
THENCE SOUTH 61'23'45" WEST 34.00 FEET TO A 5/8' REBAR;
THENCE SOUTH 6113'20" WEST 34.0 FEET TO A 5/8" REBAR;
MENGE SWM 60'57'41° WEST 136.62 FEET TO A 5/8" REBAR SET ON ME WESTERN LINES OF
MAT REAL PROPERTY CONVEYED AS PARCEL 'B' FROM BYRON JENSEN AND BRADLEY JENSEN TO
REXBURG RIDGE, LLC BY ME WARRANTY DEED RECORDED AUGUST 4, 2005 AS INSTRUMENT No.
321613, MADISON COUNTY RECORDS:
THENCE ALONG SAID WESTERN UNES AS FOLLOWS:
NORTH 33'15'44" WEST 283.60 FEET TO A 5/8' REBAR, AND
SOUTH 89'4515" BEST 50.00 FEET TO A 5/8" REBAR SET ON ME WEST UNE OF SAID SECTION 32;
THENCE ALONG SAID WEST SECTION UNE NORM 014'32" WEST 68,86 FEET TO A 5/8" REBAR SET
THEREON;
THENCE LEAVING SAID SECTION UNE NORM 82'55'28" EAST 162.14 FEET TO A 5/8" REBAR;
THENCE NORM 59'53'45` EAST 34.00 FEET TO A 5/8' REBAR;
THENCE CONTINUING NORM 59'53'45" EAST 34,00 FEET TO A 5/8" REBAR;
THENCE NORTHWESTERLY ALONG A CURVE TO ME RIGHT HAMNG A RADUS OF 466.00 FEET, AN
ARC LENGTH OF 132.17 FEET, A CENTRAL ANGLE OF 1615'02', A CHORD LENGTH OF 131.73 FEET
AND A CHORD BEARING OF NORM 21'58'44" WEST TO A 5/8" REBAR;
THENCE NORM 69121C EAST 87.71 FEET TO A 5/8" REBAR; /
THENCE NORM 0'27'06" WEST 8.00 FEET TO A 51W REBAR;
THENCE NORM 89'32'54" EAST 90.12 FEET TO A 5/8' REBAR;
THENCE NORM 86'20'43" EAST 34.05 FEET TO A 5/8' REBAR)
THENCE CONTINUING NORTH 86'20'43' EAST 3005 FEET TO.A 5/8" REBAR;
THENCE NORTH 89'32'54" EAST 86.52 FEET TO A 5/8' REBAR;
THENCE NORM 027'06" WEST 246.17 FEET TO A 5/8" REBAR;
THENCE SOUTH 89'32'54' WEST 496.28 FEET TO A 5/8" REBAR SET ON THE EAST LINE OF ME
AFORESAID SECTION 31, LAST SAID REBAR BEARING SOUTH 0'14'32" EAST 50.00 FEET FROM ME
OUARTER CORNER COMMON TO SAID SECTIONS 31 AND 32;
THENCE SCUM 89'28'17" WEST 197.75 FEET TO A 5//B" REBAR SET ON ME EASTERN UNE OF
MAT REAL PROPERTY CONVEYED FROM WRI R. CdOK AND SON FARM TO THE CITY OF REXBURG
BY ME WARRANTY DEED RECORDED APRIL 29, 1888 AS INSTRUMENT No. 225229, MADISON COUNTY
RECORDS;
THENCE ALONG SAID EASTERN LINE NORM 18'51'52' EAST 53,01 FEET TO A 5/8" REBAR SET
THEREON:
THENCE CONTINUING ALONG SAID EASTERN UNE NMTH 18'51'52" EAST 53.01 FEET TO A 5/8"
REBAR SET AT ME INTERSECTION THEREOF WITH ME NORM UNE OF NAT REAL PROPERTY
CONVEYED AS PARCEL 'A' FROM BYRON JMSEN AND BRADLEY JENSEN TO REXBURG ROGE, LLC BY
ME WARRANTY DEED RECORDED AUGUST 4, 205 AS INSTRUMENT No. 321613, MADISON COUNTY
RECORDS;
THENCE ALONG LAST SAID NORM UNE NORM 89'28'17' EAST 163.04 FEET TO A 5/8" REBAR SET
AT ME INTERSECTION THEREOF WITH ME EAST LINE OF SMD SECTION 31;
THENCE ALONG SAID EAST SECTION UNE SOUTH 01577' EAST 50.0 FEET TO ME POINT OF
BEGINNING.
ME ABOVE DESCRIBED REAL PROPERTY CONTAINS 15.22 ACRES, MORE OR HESS.
ACKNOWLEDGMENT
STATE OF IDAHO
COUNTY OF MADISON SS
BE IT REMEMBERED: MAT ON NIS DAY OF , 2008. BEFORE ME A
NOTARY PUBUC, IN AND FOR SAID STATrpmsoNX017-PPIfA-REb SMART SUGARMAN,
MOM OR IOENRRM TO ME TO BE THE SAME, AND SUBSCRIBED SAID NAME TO ME
FOREGOING INSTRUMENT.
MY COMNISSION EXPIRE6:
NOTARY PUBUC
SURVEYOR'S CERTIFICATION
I, DARR MOON, A REGISTERED PROFESSIONAL ENGINEER AND LAND SURVEYOR,
IDAHO UCENSE NO. 7820, DO HEREBY ATTEST MAT ME PLAT DEPICTED
HEREON WAS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION AND 15 A
HUE AND CORRECT REPRESENTATION THEREOF.
FiNAL PLAT
FOUNDER'S SQUARE
PHASE 1
A PLANNED UNIT DEVELOPMENT
PROTECTIVE COVENANTS
PROTECTIVE COVENANTS GOVERNING THIS SUBDIVISION ARE IN EFFECT AND ARE
RECORDED AS INSTRUMENT No. MADISON COUNTY RECORDS.
(DATE)
IRRIGATION WATER RIGHTS
WATER RIGHTS AND ASSESSMENT OBLIGATIONS ARE NOT APPURTENANT TO ME LANDS
WMIN THIS PLAT. LOTS WITHIN THIS SUBDIVISION WILL NOT RECBLE A WATER RIGHT.
VERIFYING SURVEYOR
1, A REGISTERED PROFESSIONAL LAND SURVEYOR,
HEREBY CERTIFY MAT I HAMS CHECKED THIS PLAT OF FOUNDERS SQUARE, PHASE 1, A
PLANNED UNIT DEVELOPMENT, AND FIND MAT IT COMPILES WIN ME STATE OF IDAHO CODE
RELATING TO PUTS AND SURVEYS (SECTION 50-1305).
CITY OF REXBURG APPROVAL
MIS IS TO CERTIFY MAT ME PLAT DEPICTED HEREON HAS BEEN
APPROVED THIS DAY OF , 2008,
BY ME CITY COUNCIL OF NBURG. MADISON COUNTY, IDAHO.
MAYOR
MADISON COUNTY TREASURER
APPROVED THIS DAY OF
2008 BY ME MADISON COUNTY MEASURER PER IDAHO CODE 50-1308 1 DO HEREBY
CERTIFY NAT ALL COUNTY PROPERTY TAXES DUE FOR NIS PROJECT ARE CURRENT.
COUNTY MEASURER
RECORDER'S CERTIFICATE
I, HEREBY CERTIFY MAT ME FOREGOING PLAT OF FOUNDERS SQUARE, PHASE I,
A PLANNED UNIT DEVELOPMENT, WAS FILEO IN ME OFFICE OF ME RECORDER OF
MADISON COUNTY, IDAHO, ON THIS DAY OF _. 2008 AT _
AND RECORDED AS INSTRUMENT NO.
COUNTY RECORDER
D Y E R
G R O U P LLD.
ENGINEERING • PLANNING -MANAGEMENT
343 E. 4TH NORTH. SUITE 108.
REXBURG, IDAHO 83340-6001
(208) 656-8800
FiNAL MAP
- FOUNDER'S SQUARE -
PHASE 1
SHEET 2 OF 2 A PLANNED UNIT DEVELOPMENT
A SUBDIVISION OF A PORTION OF THE LANDS OF
STUART SUGARMAN
OFRECORD
INST. No. 341122, M.C.R.
DRAWN BY: C.J.N.
CHECKED BY O.E.M.
DRAWDG 060152FP.
JOB NO.: 06152
05401-32-3-4
o I 3 2 N89'32'54"E 791.10'�� r N89°32'54"E
147.50' 0 530.56'
5 1 R POINT OF BEGINNING 643.60' u S o 1 1 1
o NRISE �R•
I \ o
SUo
�N00'14'32"W h o 0
50.00' C'r N
S89'32'54"yy 496.28' FOE2
-o I G� �' -92.00'- q
co o 00 REMAINING LANDS OF
o 1 � J I I 03 B.3 LOT 1 a SUGARMAN I
o . 0 c; 0 0.22 AC. �.t - A PORTION OF I �
V I S89'32'54"W INST. No. 341122, M.C.R. l 0
54"W m
REMAINING LANDS OF m' ®I I 110.00'® I o
SUGARMAN '� w
P B.1 LOT 2 P P' B.3 LOT 2 o F� A U L I oo
A PORTION OF HAM 1 LTO N o o O O 0.19 AC. o
ST. No. 341122, M.C.R. LANE a 0.19 AC. o z o F z L fa N E E C� C)
S89°32'54"W I 1589'32'54°W
A J 110.00' V 37.7' 137.5' J 110.00 m m ,p 587'27'24"E rQ
z I N86'20'43"E ° N B.1 LOT 3 P' P' B.3 LOT 3 0 34.10' I '�
0I 34.05' 0 0.19 AC, o I 0 0.19 AC. J X583°14' 34.11'
4 112724"E I p
AIS N00'27'06"W 1 S89'32'S4"W I S89'32'54"yy z 30 E S8239' 510'35'38"w I t$3G
rn 8.00' N89;32'54'E o r z 87.72' 02"E 28.26'
NIo 489'32'54"E z 10.10' 110.00' o 110.00' 0 109. f
97.71' 86.52' o oo ni B.3 LOT 5 M �E I 42'
z 90.12' 34' 34' o 00 I o t d C° I N t m ro B.4LOT2 R=841.00
R=466.00 N89'32'54"E o 0 o v o 0.17 AC. n ..
o z N B.1 LOT 4 B.3 LOT 4 o N 34' 34'
L=132.17 m j� B.1 LOT 5 0 V rn n I ,o ci 0.21 AC, s^ S6S• L=65.44
Tan=66.53 B.2 LOT 2 N N4B,2 LOT 1 0 ^ 0.14 AC. N d 0.20 AC. cn 0.20 AC. T I v Ag• _
a, o 37.7' 37.5' 110.00'-' 8.83'-C16 J n Bq >>9F A=4°27'314
A=16'15'02" 0.21 AC. oo rn 0.18 AC. ro 0 I of - >.
�` '09 F 1 J o N C21-52.98' 110.00' I I ®A 0 LO Chord=65.43
Chord=131.73 339a C19- 7 i
CB=N21'58'44"W �0 <� 22 a 33.57' JEFFERSON DR. L Q' 4 1
®- C 31, I w X6.08, ti �� -1c / C8=526'24'17"W
��a2. Ct� 70.48' _130.00' _ _130.00' _ 66.33= C3 Czp S61'59'02"E
459'53400' v�G23.yR '�• 089'32'54"W w �` �?29�7 34.00'
�'I• / C4 f S58'42'07"E
C24 -R2 G2 >. L=76'96'
N5 a B.7 LOT 136.48' o I
C26 °� a 0.13 AC. N n 0
589'32'54"W -r ^! 17
^a cos26 q 113.01' u, 0
\^ C\62 X62\ ate. 1 °p �p \jB.7
rn AA 0.130AC- 8 m I N
B.1 LOT 16 \ W. a, S59. g5 m 569'32'54"W I 0
0.31 AC. NcjF' O 1�0 �o�' 113.01' a m
646°33'40"w �� B.7 LOT 6 i '' B.7 LOT 3
0660 25.00' �5g1L$5^ cPl �\ 6 0.16 AC,� �. 0.12 AC. ,nNt 34'' 34
'c' d5 N ,44' 97.31
B.1 LOT 17 v 'P, ? 90�ph 484'01'15"E 0 n
0.27 AC. p ? N5 0p' m a , !
Ncj a j 01
B.7 LOT 4
u '\ yy 1 O ON \ .� t- � 0.13 AC.
L=106.35' {'•
n a C28 `� x34.04' R=909.00
0 I D w 32.33' B 5 LOT 1- -a LY134, 4B, v`O L=23.54
V ��„ 0.14 AC. I ��C g �/ Tan=11.77
589'32'54"W " y^ ��\, A=1'29'00"
0126.50' is �,s^ 8•S S� N Chord=23.531
r,.; f D N B.S LOT 2 M O,ZO OT7 o y 3q• T 4T 75592 CB=S29'27'09'
g 0.14 AC. h 5643 40 c"' 7 Jq•� vp q23 228"
' S89'32'S4"W 0
;v rOg >•70" ,� ' F
110 /
.71' 2q' F ^ o G h B.3 LOT 18
N B.5 LOT 3 M (do ^ ' b S° 0.23 AC.
34' 134' 0 0.12 AC. h• °' B.5 LOT 6 G"7 bo- Q �bh'o-q 7 `S 7q
N S89'32'04"W3 1 , 0.17 Airy yq• G ROjj JS,� �/ I o
w I u 94.91' 572.73,13, ° 11 �,�^ o/ B.3 LOT 19 ^ N 3
P B.5 LOT 4 ,,.� 2p o- o- a ti
01 { 0.12 AC, & . B.5 LOT 5 F �y G� Jq 9 Q 23 AC. ^ N I
o V O.12 AC.�
o I o m /S�C1y9 1c'v 00. F �k 90 0 v, '' C11 L>C35�y n� pm 3q, h Gad Sj, 2q„ tip �4
o ( o B.1 LOT 18 \ v �. G y Ra - 7x•42' y c� 3q• ® B.3 LOT 20 y�
u Z "F O �' 6 '7 n R? NKLlN �R. 1�s3q�G /�ory ti?q 0.22 AC. �7a ^7 moo
? I N 0.24 AC., Ny \ \�G2 a F 4.2i / S
Ni �yS. o y9yy 5 \� �'a1 p10/w 567.25' L�61.10' L-56.71' LSO. f 9' ` \�1? �v �� �2?' 2j 52.72'` .�� 97.15'
L C39_ .-C40_ L 0 G / '
I� / tt9 'O .P.OgT C38� 41 �59.g5, R•. •S�.,
to �. �• tt O. 1 L 1,3 I in cn , 3 0o D 3' �C42 <a * t' S89°49'24"W
o \ 3�' o o ;0 o n > M
o $ 1 LOT 19 3' i o to o . f ci o F c = z• oo B.3 LOT 21 I N
C 0.25 AC...F �o1a�y �o p03 w, 1r 0 y°° o o p a os Q^moi a F,ct r s' C43 va S 0.26 AC. j c° 0
!/ G N� s co „1 p Q h w > �, a°� SjY w o
s y� �$ <� �> a'•ra Dy��e'oNnM"� o"aN.rnM v �v 2' $ LANDS OF o
O� N W9 N NnwN
to �PC o ai�O;_ op..ory i.7 Q $g 2R„ ^. la
/ / j F LILI KIMMEL
B.1 LOT 20 a Z N. C, 4 r to W'o r ao 9 a
SW CORNER, ad> 0.21 AC. /ate• Ni ',P- N m A' N 50.13' 54.92' ^ 30.62' 36.02' '� o' B.3 LOT 22 �°j' c INST. No. I r1i
1�7 NW4SW4. FOUND 6` 00' C-1.
62 0 0 �k3 i-3-� i rn 37,p4' 30.5 I 58.44' / 0.27 AC. � r', 293567, M.C.R.
,O�5/8" REBAR PER O• iS �' W 74.66' 489'35'45"W 66.64' /
R-4, R-5. ate, \iy�b'N m��� 6066 516.5131,' W 74.30' 483'02'25„W7�'34'13„w N63.48Sg, W^ a
60 63 „ 67.58 S83'28'30'� �'- 246 0j3q ra° o R,3
LANDS OF S 561'33'28"W �3'y2�- R=904.00 w °off
OSC INVESTMENTS, 256773, TS, L 34.00' S�016 Tan=84.25 R=836.00 4M . Io
561'23'45"W L=25.52 SOUTHWEST 1 16TH CORNER,
INST. No. 329733, M.C.R. REMAINING LANDS OF A=5'36'17" Tan=12.76 / SECTION 32: to
34.00SUGARMAN Chord=88.39
aintain, and operate their A POR17ON OF CB=025'50'33"W A=1'44'56" MISSING, OUND /RPERRB 3R R-4.
��
Chord
d below ground within INST. No. 341122, M.C.R. N64'18'36"W N61'00'40 "W 275.52
is plat map as may be WATER SYSTEM 34.05' 34.00' C8=427'52'36"E
mithin and without the n r r r n r hi r. r n