HomeMy WebLinkAboutS-1146-A Map 31SC
I PP
REFERENCE POINT
"+" IN CONCRETE
_N_ 148456.7733-
,E 1214524.6604
E�v.� 327.94
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00
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502"23'
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Go. UTILITY t 1
DRAINAGE EASEMENT 1 14D.64' -
- - - - - - - - - - - - -
bs• - - 4 21�F,0 Sn
• 90T1500'
NCE !? ? S3' R 5 00
R, F p - 48'S1'38" -
REFERENCE P01 R - � �' L r „7.92' „s
DISC IN PAVEMEN T . 12.41'
L - 32.41'
N 148465.0910 \ zo' sETBACK4- 4 x1
I$ F 148 - -
266
EI^12 t 44@ 401.5400 /1�t/ 427 - Pe/ . s u1n TY EASEMENT -
/I ELEV. =328.21 /� 4----- --ato�2E----------
JEFFERSON STREET N 147804.7906
/ E t214321.8349
7 228'S1°38" N t214337.3532 S02'45'49'W _
R - - 366A0' P.O.B.
to' uTluTr EASEIEtIT T �• S02.45'49•W 140.00 PARCEL %4 NO2 2 '49
I- - at.ss' [1 15t.79' 86 38 Pl/ 4261 vt/ a26o _ - 502'2Y - - -Y7"OL - - 90.
I N 148310.3326 \ \ / Pt/ 4262 \ Pl/ 42 % 4254 5•1 1Y EASEMENT _ - If 4251
- -� 5' SETBACK Y l p . 90'00'OLW - 2TBACK
_ G - 89*59,590 IY R - 20.00' c n R - 20.00' I
+I I R - 20.00' p° T 20.00' T 20.00'
1.01 R ",( L - 31.42' L - 31.42'
I $I I T- 20.00' I I N6r34' I'w 1
L . 31.42' 1O 1 s.ee'
L_ 4 �1"A - --NO2'25'49"E _ _ 157.92'
10• UTUtt EASEMENT i ,0• J1 I
I sl r I eb.so' 10.00' L F Fl
31I 5 I r M5.00•-- •• 20.E I �I
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I• �1 I I I g
I =j e j Y �cR�SF 3 L I I I M
I I I 16,�AASDI n {' I J �I ICU
NO2n5'4q� --I V IyI w W
I ',�'"� I I N0Y27'45"E 71.7 J I L 61.50' _ _ -I l<
10' UTUtt EASEMENT '_ W r w
46 C10_UTILITY E T F I w V) ?i w
- 71.75 - -1 W.. I- 81.50' r 54.05' I z I F 2 Y
�5_UTL EASE_ 02'23'}7"E I wr 8 I �! I 1-
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121410� I YY I ICI I I I
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I 1'
n ,3
1 I I 6,_50_ _I /"y's u-' t� 38.65' J
N87302"W I L - '�? NO2'25'48'E
1.A - - J t0' UTIUtt EASEMENT J?n
• i I I - - - 51x1` IV UTILITY EASEMENT *00
NO2'25'48"E j- N2'25'4e"E 67.99' Q . 90'00'00"
L -{moo'- 91.63 - " 1 p . 90,00,000 R - 20.00' ;"I
n p . 9008'42' 2rOW p . 90,00'00 1 �1 R - 20.00' T - 20,00' MI
r r. I R- 25.00' R- 20.00' I
°� T - 25.06' T - 20.00' nI T - 20.42' L - 31.42' 1 t Pt/ 4236
1 t/ aS L - 39.33' L - 31.42' .� L - 31.4L' - 20' SETBACK��- - - - I I
20' SETBACK Pt/ 4241 { .10' UDutt EASEMENT -
-- - ---
-10' UT9Utt EASEMENT / I - - NO2'25 48„E �276.00
Pt/
STREET _ No2K5,6 E -
366.00'
7' - �IV UTWtt EASEMENT \ Pt/ 422f;1
/ ��24 - ' SETeA(7( G 90no'O0' R
W t p . 86't0'S2 20 R - 20.00' �I
R - 25A0' T 20 00'
L
7
1
89.44
DEED 1290. 0')
_ .
t 42Hte
584.44'
15' UTUtt 8 DRAINAGE
---------------
EASEt1NET
- _ _ _
-
;.I
- -
- - - - - - - - - - - - -
- -
POINT OF BEGINNING
1 i
OVERALL -PHASE 1 &
ICU
PARCEL /1A
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g I
E 1214400
I
In W
Q
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IF
a yl 13 L1_
-1 10
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sl-
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I
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I
E 12t4319.9242
I POINT OF BEGINNING
-
-. - - - - -
•�-- _
NO2'25'�9'E _ - - - -_ - - --394.81-
- - - - - - -
PS EASEMENT
_ - -
`
\
U pl
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- - - - - -
IW UTILITY
------ 38&39r----
-----------
T'
��
p - 15'09'37'1
R-165.00'
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5�,>\'F. L-43.66'
14.ia� 1
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120.00'
y
\
0.00'
0.00'
1.42' 71
7I 62
$ I Ni 08'
I
I
STATE PLANE
COORDINATES
I
N I I
POINT
NORTHING
EASTING
OES(it[PTIDN
F
3 ^I I
42
1214524.6604
148456.7733
PLUS IN CONCRETE
SETPNT
I
irl
4200
121365E 7011
1213651.9131
148169.5301
148174.5156
SETPNT
u rl
4201
4202
1213654.0331
148224.4907
SETPNT
SETPNT
WI
Z a
4203
4204
1213654.2451
1213657. 1548
148229.4162
147928.6231
SETPNT
Wln
4205
1213667.6907
12t3670.3196
1A8t6e.8516
148228,7940
SETPNT
SETPNT
c
4205
4207
1213681.6370
148486.8417
SETPNT
SETPNT E 12141
DD
I I
SETPNT
N F
4208
421�
1213681 .9438
121376t.9083
148493.8361
SETPNT
Y oI o1
`I
4213
1213767.0554
0554
147853.4838
147923.9475
147723.9.192
SETPNT
SETPNT
�1
=
4213
4214
1213767.
1213790.5140
147723.9192
147635.$489
SETPNT
SETPNT
I
it 1
4215
4216
1213799.3758
1213823.3472
147850.9660
SETPNT
SETPNT
I
x 1 1'0•
4
4219
1213836.7455
148166.6817
148216.6367
SETPNT
I
u
F I 1Jy
4220
4223
1213839,8655
1213844.1772
147870.1020
SETPNT
SETPNT
1
I7 f
��'
4224
a225
1213846.2296
1213855.8795
148468.8193
148t45.8517
SETPNT
SETPNT
1
o I 5. ! .`4'T
4226
7
1213859.6955
1213868 48"
14ffi35. 7708
148442. o079
SETPNT
1
u NO2'25'48"E 'P! 7i F B� \ Pt/ 4243
1< 30.76' 2 F\'0f4
1 N R - 20.00' hA \
1 I L - 19.37' PGRf FZ r �� Si `
Pt/ c30.• Pt/ 4231
\ O• p1 6s S3•
Pt/ 4229N ,Sc3,i• �• !y
Pl/ 4226
'1',3q;'n4ryy\ dy ' i
?SOS s♦� \ ` \ \ ^p ��
V 7\ 4
\J
\
w _000-00"*f\ Pl/ 4214
422 a85 SETPNT
4226 1213885.625t 147570.P
4229 1213914.0356 147788.1947 SETPNT
4230 1213924.1052 147866. 1100 SETPNT
4231 1213925.3737 147623.5367 SETPNT
4233 1213930.8710 147796,3599 SETPNT
4234 1213935.8075 148t 42. 4597 SETPNT
4235 1213939.6235 148232. 3787 SETPNT
4236 1213943.2392 147845.8800 SETPNT
4238 1213948.4061 148439.3277 SETPNT
4240 1213956.6376 148161.5937 SETPNT
4241 1213958.7576 146211.5487 SETPNT
4243 1213961.0624 147594.5141 SETPNT
4245 1213974.5068 148463.2425 SETPNT
4246 1214006.3521 147654.2957 SETPNT
4247 1214011 .202/ 147772.9328 SETPNT
4248 1214077.1398 148458.9709 SETPNT
a250 1214275.8126 147781.7212 SETPNT
4250 1214277.933t 147831.6762 SETPNT
4254 '214291.3328 148:47.3898 $E7PN?
4255 1214293. a532 148197.3449 SETPNT
4258 1214294.9466 147760.8912 SETPNT
4259 12142%.763L 147850.8101 SETPNT
4260 12141310.4668 148126,5597 SETPNT
4260 121 A1314.283a 148216.4788 SETPNT
4262 1214317. 0981 148282.8003 SETPNT
4266 1214367. 0532 149200.6900 SETPNT
4267 1214370. 1859 148463. 5671 SETPNT
4268 1214495.3313 147752.3872 SETPNT
4274 121408.7212 SETPNT
4273 12 344. 01 1481 2553758.7712 SETPNT
1213800
Oa
iSE
NE
e�
P
O
ODISC IN
18" OA
JEFFERSON ST.
50' R.O.W.
pp
PP
LEGAL D SE
CRIPTION
A TRACT OF LAND LOCATED IN TE NORTH 1/2 OF THE I
V: SZE AS YORE PAR11G1LAI.Y DESCRIBED AS Fp10WS
UMENT
OVERALL -PHASE 1
INN,
BE(y/OG AT THE SE CORNER, NEST I/2. HE 1/4, NE 1/4, SECTON 7•
2S l E A DISTANCE OF 584.44 FEET
BEGINING AT THE
T-1-N, R-12-W,
T-1-4, R-12-W, THENCE N 02'
TO 111E PANT OF BECANN94G; THENCE N ST 34 12' W A DISTANCE OF
THENCE S 0Y 20 2t. W A DISTANCE OF
70 A PONT; THEN
A POINT; THENCE
F-
484.57 FEET TO A POINT;
118.75 FEET TO A POINT; THENCE 5 3T OB' 49' W A DISTANCE OF
PANT: THENCE N
THENCE S 02' 25
(!)
75.00 FEET TO A ppNT; THENCE N 50' 52' S3" W A DISTANCE OF
=T: THENCE S 3r Ot' S3" w A DISTANCE OF
BEGINNING; THEN(
2 3
H
46.00 FEET TO A
66.00 FEET TO A POINT: THENCE N 52' 59' 50' W A DISTANCE OF
THENCE N 36' 55' 48' E A DISTANCE OF
THE P.C. OF A C
RADIUS OF 20.00
O
¢
168.00 FEET TO A POINT;
65.00 FEET TO THE P.C. OF A CURVE: THENCE ALONG SAID CURVE TO THE
A CHORD DISTAN(
S 0Y 25' 48' w
o
LEFT HAVING A RADIUS OF 50.00 FEET AND A l]HORO BEARING a'
CHORD DISTANCE OF 83.78 FEET TO THE P.T.
THENCE ALONG S
H
N'n
N 19' 57 56" W AND A
OF SAID CURVE; THENCE N 02' 25' 48" E A DISTANCE OF 121.40 FEET
AND A CHORD BE
FEET TO .,
Lij
3
TO A POINT; THENCE N 8T 33' 50' W A DISTANCE OF 110.110 FEET TO
THENCE N 0Y 30' 41' E A DISTANCE OF 240.46 FEET TO A
DISTANCE Of 59.'
DISTANCE
A POINT;
PpNi; THENCE N BT x' 12" W A DISTANCE OF 16.00 FEET TO A POINT;
48' E A DISTANCE OF 60,00 FEET TO A PONT; THENCE
DISTANCE OF ANCE OF 110
THENrE N 02. 25'
S 8T x' 12' E A DISTANCE OF 16.1 FEET TO A POINT; THENCE
DISTANCE OF 24(
DISTANCE OF 16.1
N 07 30' 41 E A DISTANCE OF 265.30 FEET TO A POINT: THENCE
54" E A DISTANCE OF 843.53 FEET TO A POINT; THENCE
DISTANCE CIF 5.0
OR
S 87' 28'
S 07 23 03' W A DISTANCE OF 705.00 FEET To THE POINT OF BEGINNING
7,792 ACRES
AND CONTAINING 14.205 ACRES OR 618.773 SQUARE FEET MORE OR lES$•
Sk
PARCEL 1
BEGINNING AT THE SE CORNER. WEST 1/2. NE 1/4. NE 1/4, SEC 7RIN 7,
T-1-N, R-12-W, THENCE N or 23' 03"E A DISTANCE OF 1289.44 FEET TO
OF
T-I-N. AT T
T-t-N, R-12-1
TO A POINT: TM
THE POINT a BEGINNING: THENCE S 44' 05' 12" W A DISTANCE
ALONG SAID CURVE TO
A POINT; THEN(
206.t2 FEET TO THE P.C. OF A CURVE: THENCE
THE LEFT HAVING A RADIUS OF 38.00 FEET AND A CHORD BEARING OF
P.T.
POINT OF BEGIN
SAID CU
0.
v ` ~
S 68 DD' 00" W AND A CHORD DISTANCE OF 69.20 FEET TO THE
CURVE: THENCE S OY 25' 49' W A DISTANCE OF 66.38 FEET
ALONG
BEARING OF S
Y
DO
OF SAID
TO T.IE P.C, OF A CURVE: THENCE ALONG SAID CURVE TO THE RIGHT HAVING
AND
A CHORD BEARING OF S 47' 25' 49NEMCE
P.T. OF SAID 0
TO US
8
A RADIUS OF 20.00 FEET AND
A CN,?RD DISTANCE OF 28.211 FEET TO THE P.T, OF SAID CURVE;
OF 33&00 FEET TO THE P.C. CIF A CURVE.
RADIOF 20.1
DISTANCE 2
N 87' x' 12" W A DISTANCE
THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20,00 FEET
4Y x' 12• W AND CHORD iD DISTANCEEOF
E
A DISTANCE OF
THE RIGHT
AND A CHORD KAR94G of N
N
28.2£ FEET TO TE P.T. OF SAID CURVE; TIENGE THENCE ALONG A
(>F 207.14 FEET TO THE P.C. OF A CURVE:
N047'
SAID CURVE; T
SST/:VICE
CURVE TO THE RGHT HAVING A RAD US OF 25.00 FEET AND HAVING A CHORD
P.C. OF A CUR
Z
BEAR'NG OF N 4T 30' 09" E AND A CHORD DISTANCE OF 35.40 FEET TO
THENCE S 87' 37' 00' E A DISTANCE OF
()F 20.00 FEET
DISTANCE OF
SAID CURVE:
102.72 FEET TO A POINT: THENCE N 89' O6' OS" E A DISTANCE a
THENCE S 8T 28. 54' E A DISTANCE OF
A DISTANCE a
2.713 ACRES C
293.1V3 FEET TO A POINT;
TO THE POINT OF BEGINNING AND CONTAINING 2.611 ACRES
154.C2 FEET
OR 113,740 SQUARE FEET MORE OR LESS.
PARCEL 1A
BEQHNING AT THE SE CORNER, WEST 1/2, NE 1/4, HE 1/4, SECTION 7,
THENCE N 02 23' 03 E A DISTANCE OF 584.44 FEET TO
AT
T-1-N, R-12•
T-I-BEGINN, R 12
T-I-N, R-12-W,
THE POINT OF BEGINNING; THENCE N 8T x' 12" W A DISTANCE OF
N 02' 25' 49' E A DISTANCE OFENCE
TO A POINT;
TO THE PANT
DOINT
150.58 FEET 70 A POINT; THENCE
ALONG SAID CURVE TO
52
THE LEFTS HAVING AET To E RADIUS OF 38.00 FEET AND A CHORD BEARING Of
THE P T
FEET TO A PC
FEET TO A PC
FEET TO A PC
DISC IN
N 26' 51' 38' E AND A CHORD DISTANCE OF 3t.43 FEET TO
OF SAD CURVE; THENCE N 44' 05' 12' E A DISTANCE OF 206.72 FEET
FEET TO
FEET TO A Pf
FEET TO A P(
PAVEMENT
TO A POINT; THENCE S 02' 23' 03' W A DISTANCE OF 705.00
THE POINT OF BEGINNING AND CONTAINING 2.138 ACRES OR 93,140 SQUARE
N 147066.3791
E 1214202,2239
FEET MORE OR LESS'
TOETHE P.C.
A RADIUS OF
ELEV.=36p.95
PARCEL
A 8-r 34 as
s ar x' 12'
O
BEGINNING AT THE SE CANER, WEST 1/2. NE 1/4, NE 1/a, SECDON 7,
THENCE N 02' 23' 03'E A DISTANCE OF 1289.44 FEET
THENCE ALON
µD A CHORI
28.23 FEET 1
T-1-N, R-12-W,
TO A PONT; THENCE N Sr 28' 54• W A DISTANCE OF 843.53 FEET TO
35,159 sOUAI
A POINT' THENCE S 02' 30' 41' W A DISTANCE OF 7.00 FEET TO THE
S 83' 45' 04" E A DISTANCE OF 165.55
POINT a BEGINNING: THENCE
FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO RIGHT HAVING
C
�-♦
i A RADIUS OF 25.00 FEET AND A CHORD BEARING OF AI 40' 39' 3T E AND
SAID CURVE; THENCE
A CHORD DISTANCE OF 34.16 FEET TO THE P.T. Of
W A DISTANCE OF 207.32 FEET TO THE P.C. OF A CURVE;
W
O
S 0Y 25' 48"
THEt.,CE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET
A
AND CHORD BEARING OF S 4r 25' 48" w AND A CHORD DISTANCE OF
U
28X, FEET TO THE P.T. OF SAID CURVE; THENCE N 8T x' IV W A
DISTANCE OF 185,00 FEET TO A POINT; THENCE N 02' 25'48" E A
P
D
C
I DISTANCE OF 5.00 FEET TO A POINT; THENCE S 8r 30'12" E A
I\ DISTANCE OF 16.09 FEET TO A POINT; THENCE N 0: 30' 47' E A
W
DST4NCE OF 258.30 FEET TO THE POINT OF BEGINNING AND CONTAINING
D
1,111 ACRES OR 48,385 SQUARE FEET MORE OR LESS
0
n
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to
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\Sos \ \ I N
L - 31.42' it L N022553'E 97_18' 9.x'
QQ I L - 37.60 _ _ NO2'25'S3_E _ - - - 208.82' _ .53' +�. Pl 42 9 a
n I �'i"�•10< ieii+- - - -1 I- -. - __ - - - - Pl% 4213
I E 1213800 , r - 10' uTlutt EASEMENT afa 10' unutt eAm4ENT 21.40 i ' p : t3'48'32%S eFPe/ +2to� \ \
a� -I r ;µAu' - �jg 119.94r--- NI 1 t�;i° I �t R - �.00' oc� E 12137786887 \ LEGEND I 3
10' (� L^ I I I T - 76.7t \ p \ PLACED SURVEY DISC
X Y T °r N 147828.5(163 \ O
g E t 213783.0052 I L - 99.32' ` I :n
------
4219 - 10' UTILITY EASEMENT - _ - i
20' SETBACK . 9 '0O'oO" 1
p- 9000'00" R- 2 .00' W I
R - 20.00' T I
I`^ T - 20.00' NBrx'12 w L - 29 42' c'
% 42'
I)t sl Lr z1 ; �W �c�S� ICU I p- x35x'
fa I I Q� _ R 31. I 1 R - ss.ao' \ j \ FOUND IRON PIN
3r P Ft ';< < �``e�1So'E ; I I L.27°7' \\ \\ o
a I Z ��� S ' I �,9 ; W I^ �i I I 4Jsg \ \ s FOUND CONC. MONUMENT I
4 1 I AS," � I I F N d F l n 11 sf\ \ G \B�s. I
'� col Go I IN \\ ry( 4 \\ I
I N=5.53"E ePry / °n 1 I to' unutt EASEMENT ZI - 17 I I \ AP 4, \ \ \ I
_ 61 - N
0' L 0' U1WTY EASEni/ Pt/ 4 OB 4200 Pt 4205- - y't6$i - - - Pt/ 4204 I I \ 1
1 i - .- - 258.30' / - 4 ^ I^ 3 I \ fq,4,Mf \ \ k
265.30' S' 9.14' �' NBr3746 '6 I ` l
4208 I �- NO2'30 41•'E Pt/ 420 8.76 NT
x�
o
N to
V)
S
lj
DISC
IN PP
If NO2 5 48 E,
r of BEGINNING 1e � .00Ptj 42 Nsr34'12"ta LIMITS of PHASE 1 �I
PAIM 02 ,6.00' I I r ` I
E 12t38529731 POINT OF BEGINNING I F I `
I PARCEL /3 I IzCDR
\ \ \
I-
I B/C �
I i I
i ` \ +E121350O
K1 REFERENCE POINT I 1 NO2 06 " \ N0T54''
47.(16' \ 5.99'
DISC IN PAVEMENT
148502.7364
1213498,3310LEV.=322.06
;1/E
E 1213500
FENCE
COR.
i
al I
WI
�I
R I
96.10_
-
yl
I
F I
of
NO2.31'01"E
66.15 urg
� I
-I
al
NI
C4 SN\
7
---------�
uo.ao
NO2'23'04"E 1 0•�
OUND
RON OQ� UND IRON PIN
N 1 7934 Q �� N t48367.321
E t2133 9.1152 P S IRON pol E 1213372.2!
AQ 9.91
El 3313
��---
_ NO2'2G'44'E 394.48' --- -_ t�l IC-------- No9ysy�-------1?�6----------
-------- to' UTUTY EASEMENT ---------- -1
_ \
�(---------------343.99' -
- - - - - - - -• - - - - - - ]82.79' n. 1 1 W02'OB'44"E NO '04"E ` \
�Y f
- - - - - - - - - - 3'
Pm1 '- I 5.86' I I 43.81' 23.23' \
I I
I I I I 'ZI I
:I I �
BIZ \
IZIv 1v�'�N;ICI_ \
F
' Z1 F1 ZI51
�I=I �� ISI isl
lol =�( �0 12.70 1=1 I
Y I I 215.79'-- 0-----�
ti 11 11� --- 33T11•-------------- L� d I I 34a_I0_---------.----J L----- -._
L- IL---------- 41.13'J L-------------- O
15' UDutt 8 DRAINAGE EASEMENT
0 65 88 (DEAD 651,3')
vJ
I�RTFY R'Q�_N2T-
O 1. iNSTANCES ARE SHOWN IN FEET AND INCHES AND DECIMAL PORTIONS THEREOF.
2. BEARINGS AND COORDINATE SYSTEM 5 BASED UPON PAGIS YONUtEM7AT10N.
MAP
3. 1N ACCORDANCE YAM FLOOD INSURANCE RATE
TRACT OF LAND IS NO COMMUNITY PANEL
050181 0011E - REVISED NOVEMBER 3, t993,
VATHN THE 100 YEAR FLOOD PLAIN.
TO PRO PROPERTY HAS
PLANNED RECENTLY
DISTRICT.
RE -ZONED FROM R-4 - TWO FAMILY DISTRICT
5. "EASEMENTS SHOW WITHIN MADISON HEIGHTS SUBDIVISION BOUNDARY OUTSIDE THE
PHASE I OMITS ARE ALSO DEDICATED AND PLATTED AS A PART OF THIS PLAT DOCUMENT.
ARKLA
EASEMENT AePPR VED 61k
EASE ¢� C1UIR1
DATE 2 q$IatA t.
0
O S� GRAPHIC SCALE
REFERENCE
POINT
DISC IN
0 PAVEMENT
N 147224.8555
So
E 1213489.6575
�9.
,2 304.82
END
FENCE
MONROE ST.
50' R.O.W.
3
d
Qr
in
N
F NO2-IVOI"E 430.91 NO2'20'04"E # (/�Q vGt�1G ~
IRON �1,2342 FOUND /°r' o F0UN0 �O �I � V (00 N
G E
FOUND E t t336li�480 IRON PIN
IRON PIN Oi 0 IRON N10
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201 Morkl
IR<.WN BY: JRL P. 0. Box 25937
;HE.CKED BY: KDV (501) 227-7117