HomeMy WebLinkAboutS-1146-B Map 4DISC
IN PP
REFERENCE PO11ft
"+" IN CONCRETE
N-148456,7733 {
E1214524
LEV,jp 327 944
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PONT OF BEGINN 0`' ---,-
ARCED IP
0
0
d
a S02 23'03"W z
705 00'
APPMON
CAI I�
(BK.4 PG.180)
_P14 4268 1289.44 (DEED 1290.0')
zA 77.25' ----^•----•------------------------------------------
60' UTILITY It o 11' O POINT OF BEGINNING
DRAINAGE EASEMENT OVERALL -PHASE 1 &
ryL/A IT' In .p PARCEL /tA
NO733.54'W v 0)
S02'3703_. 110,08' 100.08' Sfi'
II 81.25' ITS02R3'03-W 192,91' ---___--- '8 804>_' 'ate, _ 226 �I---'------------- 2 I LtJ
anp IFEONRCE ' Ar?'P 9',5 �►O - w -104 ss, I IQi i - Q
/F A 48'51'38` - i
aQ' REFERENCE P01 R - 38.00' R is°o000a D_
DISC IN PAVE ENT T . 17.26'- 7511'
N 148465.0910 L - 32.41' L 117.97 '1t9; n ;0
E 12f44964401.5400i .�/427 - ------ rYAS[WE9T - 4 SETBACK�
�5
ELEV.-328.21 i � j `:�ii 42�s _-----------f------�------------------T zV5:'49.E-------•---------------------------------wa----------•-------------
0.4 7
\, Pt/ 4274 1
�T 79Ma
,I/ 7� r3a'E " 7 ,1EfFERSON STREET N 121432.,834
I i /; / A. 228431*58` 31.43 E 12I 37.532 E 1214321.8349 n J E 12143199242 �
' N0225'49'E 96. 5!' : R . 38. •, - 3 50225'49-W -
�io' uruiv cAs1MCMi T -+--------r-tw.00�- --------- wo:00-------------------- 45.00' j POINT OF BEGINNING
` 502 25 49 W '0 - - o
C11
z
15 UnUTV A DRAINAGE EASEMNET
---------------••__------•-----'---------'--____,___-•-'---------------------------------------
rr_-_____________________ i r.
at.35' , ' ' ' 151.79' 66 38' P.O.B. N42'34'IY _FARCE4-}j_ ___ _ NO2Z5's9i 39481'
' IS4r34'n'E Pt, 4260 /-----"---'----"------______'-__-_______._.___________________
' N 1 1 3 I i `�0•QU Pt/ 4261 PARCEL 4�' r
Nf1225' 9` - - 500 Pt/ 1258 IS UTILITY EASEMENT
483 0 3 69.20' _ _ ______-______________T7g. __ ____________ _ _ ._ �Q, T___., �_-______-___________________________________-______.__________-____-_________________._____-
I 14 .2 i\ \` ' Pt 4262 4�7�1y9Y� I I' S'--E'"9"M _-_-.-38&39
2B}A� i Pt 42 26.25 , . 50 \ Zs •, - -
f \ 14' $E THIEVE V�
14 SEF8A6( I 1 A 90'00'Ofb W W .Tn ,N y 4. I 4 oy,,y'•, .
L ! A 89'S9'S9" R - 20.00 a' o -p ,^, '0 A 69'S9'S9� I �-ta •,-,A,
I I nI i R - 20 00' �, nn 'n7',o ;;I R - 20.00' A 90*0000 i
T 20.00
Ri t T 20.00' i R • L 31,42' s' urwn CASEMENT T = 20.00' I R 20.00
- I „
1 I L 3t.42' \
1 i L 31.42' ! I l_'1f4Z2ti:!82ZL �,2$,i!'J �__!bi??539 ___ __7 1Z____, I- __ ___--:4i:___________ L 1.42' `�
15' UTILITY EASEMENT`N8T34'I1'w
i
-- 2��3_• r7080. 20' UTILITY EASEMENT
B65'UnUTTI g !
i,m00' EASEMENT
4
` ml______• 00
ny! I P
16
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t�v• \\�' I II NO2'2s'._q'E nj �' ! l i W j j W i •$
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• I \ r A 10 UrLltt EASEAIENrF 10' UTILITY EASEMENT F�{ '�{• I W d' ! a
n.73 W r -
to a ---- ' J S.
}TIE i.,', I 56.50 54.95- i Wi _ V),7'
In % _______ _ s.00 I �. g K �iY/ I+•I jI nI•
it ! i
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IK
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I Pt 11 46 N0225'49'E ;l Go I h Q 5
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Nox'25'b'E N6T31'1 YW I i I �- I --•----•-' , :j r rT 'QJ ' I ) �tl ` 4
S UTILITY 5.00 A A r 1%s'IIIF
K
8 - ________._ u . ___--------------- _______ h`
j EASEMENT 0 UAW TY EASEMENT UTILITY EASEMENT ll:
I C .----------------------- -
1 '---- T'-T-" NO2'TS'b'E 119 50' NO2'25'b'E 193.50' N0276'
•,I I A 90'0842` s0eu9.4e'W A . 90'00'00' i A 90'00'00" qq 4 3076a,.7�: -C Pt/ 4243
1 I 5o W G 1'00 00 I- I I i :t I , M..
R - 25 00' 05 t I R 20.00'13
! R 20.00' $ R 20.00' ,, . -
a 4ui T - 25.06' I a T - 20.00' ? A 55 30 00" 1 ,
'P ! H T . 20.00' 'j I T ZZ0.00' R I 5' UTILITY EASEMENT r xj R 20 00' ?.J.
1 t/ i�45 L 39.33' �1 , Tit ♦ t 3
g�oI . L 31.42' ), / 24o L 1 42' LL L 31.42' t Pt/ {2{6 T . 10.52'
r30'Oe'i N' ,OUTBACK N1734'1 PI/ 42 1 L M4r29'4�E 10 UIp7. '_EASEMENT ----•--• 14' SETBACK- M4r31'I x'W I r Q'' L 19.37'
l4_iLTBLI7 wiI;gmr--'-'--- yr� 11 _ _ffi2K_- -- '------.'---- 8----�''�-- -
�� -- --------' `---�jfr- -------ram ------,.. vt/ +e3%I,a..o.6t
177E - NOZ'2S'48`E 207.14' Pt 4231 N0'1'�j 46�`- -- : - Pl ''• Pt/ 4229-, 411 v �/ GR(->4i * Pt/ 423,-
L iii P
121lB97.7515 4T 1 I N0 ` ., Z0 �Pt, 4228
M02.25'WE MADISON STREET
-2s : N0225'48t-'•4----------------T--- -- -- - ---
N I48514.3634 36N 14278234465
1213011. 12138
p /
Pt 4227 Pt/ 4226 Pt/ 4225 Pt, 4223 ? O9�®J' ��0
7 502 2S 48 16
w 20732 IPA/ .21 w 276.00_---------•------__----- ,
- ----------------- ------ ------ -2 - - '------- - _- ��FT
S �,
#ESFY'EIL IBN_--_-_"i47T5• PI/ 422� !;'(�_ �8T- aTII?11f`EASMBxr-Stzl,t SETBACK
1�----�7`�•♦ y 421�0 ,\
Elµ 2 3416' tE SETBACK 26.2W I A 90'00'00" ;� 2628,'1 `\7`
W 1 I R 9000'00` ! + I R • 20.00' no r !n R 0000` I- \ d4i2i ,ti
t R . 5.00' 20.00' ! R im T . 20.00' T I� 5 UTILITY EASEMENT N ,W 2 00' S YH I N8 '34'12"W PI/ 421E A ?S`e f
LA T • 23.39" T ' 20.00' K I JI L - 31.42' ! !� L .34'
00 j Si'lt7R'1�_4 3142 I :.._ __ N022s'S3E 99T° ';n 1. 2' 9
N oppp I L 37,60' 25.00'_}13?`VKg 1i4.b p s' unurr EASEMENT
sf1 io 8 1 _____- - 2Q UTILITY EASEMENT___. ____ 9597'1'•.'' Pt/ 421
-----
00 I 1213800 _ •`• _ r_________________�_ , ____ _____ -�- Pl/ 4212 - '.\
E- - M� 67.16 `Pt/ iili -ss 4e ?
" - 48 E 21 t O
f NO2K5'�3'E 1u.34' 2.
nt - 8 - I o n994 1 �NO?'Y5 ' 40 l A •'113'48'32/TIED FPo a210
•„r i -' al ; �,(L I nk lY+ N8T3i 12-w /`IO' - b ` `7 72.40 N 147 3 I R - 56.09' v O F N 1476
W I t ", • y% „� 19 34' 6.4Ti? E 12t 3763.0051 T s 76. 71'' A E 1213778. f,887
Ia o;=ja Q ►R� L. i �{■^(`Cj� o L 99,32'
o ;"d% �;;, 1 1{7►'}-R�CjL 1 ` W .41 34.35'34- S
0)
IN 45.00' 7
�<, v ; r 14.01 '
6 3
NO2'25'S3'E 14M1'�i y15' UTWTY EASE1ENr i j .', T SA'I? I 4n0 ,„ s46�;'•
6188' ✓.'" l\ MTV 10' UTWTY EASEMENT i '^ ; z
7.00' 10' TWTY EASEMENT - i "�
PI/ 4�
P¢i4
205 1258.30' R{1/ 42W ;_.--- -j2h9C------------
Pt4�i
Py {1 42*2040.STBry65.00'
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0.
_X
REFERENCE POINT
DISC IN PAVEMENT
v1 M ! N 148502.7364 i
7 ! E 1213498. 3310 MOrM'44 E 394.46 i ', 1N- 1402:9'591 -
ELEV.=322.06
E 1213500
k.
FENCE
DISC I COR•
IN PP ,W
W i$
It° W
�1
•!
NO2'31'01"E ,n s-1.01 .y t - _-
�i 66.15 IRO
s g« FOUND
--------1 H�'f an0 IRON PIN
to I\FOUND N 148501.2342
NO2'23'04"E t 40.00 IRON PIN 213369�480
FOUND N 1 ! N 148302.2073
III 14aSg9.7934pol� PPG F� / IRON PIN i E t2/3343.367rH y
E 12133i9.1152P� _ 5I
�yt3(�208 z 3p121375
E 12, 3313.2906 (p t7
362.79'
PAGIS MONUMENT /1004-0189
ALUMINUM SURVEY CAP
N 148157.59-
E 1213431.56
ELEV.-3A.47
-------- -----------
NO2'31'01"E 430.91 e. ��/ ' I1
o l43
.50 to
FO UND
0",
R�G�9EO� IRON PIN
V
\fir\ N N 147871.7161 '-
E 1213326,444¢ 00
10'UT -WTYET
_ASEMEN
`7`2�7Y
«o
,P4M
<ON,
�•Lcr.
Tr
1
Tr
1214400
tS
PAGIS MONUMENT
/1004-0188
VG
ALUMINUM SURVEY
CAP
+�
-
N �471230.64
E 12142%3l
ELEV. - 360, 03
.___________________-- _.____-
.
.___________________ __
-,4
R - 185 QU37
L ♦Hob
J•jjs„-
1 34. 56'
L 67.27'
.. t
1,
-V
r)�
STATE PLANE COORDINATES
PO NY NORTHING EAST ING DESCRIPTION
42
1,49456. 77325100
1214524. 6603=0
PLUS, IN. CO
4200
1481t,9 53014403
1213631.
70114797
SETPNT
4201
14804. 52564761
1213651.
9 13 147-14
SETPNT
42W
149224. 4806833b
1213654,
03114865
SCTPNT j
4203
148229. 47618694
1213654.
24514872
Sf TPNT J
4204
147928. 623098W
12136-37.
15483610
SETPNT
4205
14B168. 85137649
1213667.
69070198
SETPNT
4206
148228. 79401486
1213670.
31963879
SETPNT
4207
4208
1484" 94173624
148491 93A9936
1213691.
1213681.
63701-348
94370
SLY PNI
SEiPNT E 1214100 100
421
147671.
1213731
459E1707
SETPNT
4211
I479W"WIT174
1213761.
90831399
SETPNT
4212
147933. 40393833
1213764.06513°95
SETPNT
4213
147921 94 M3289
1213767.
05542141
SETPNT
4214
147721 9JW4338
1213790.St400606
SETPNT
4215
147635. 94867933
120799.
37376199
SETPNT
LEGAL
DESCRIPTION
A TRACT OF LAND LOCATED IN
THE NORTH 1/2 OF THE NE 1/4
OF SECTION 7, T-1-N, R-12-W. LITTLE ROCK, PULASKI COUNTY, '
ARKANSAS 1
MORE PARTICULALY
DESCRIBED AS FOLLOWS:
FOUND CONC. MONUMENT
5E NEC/4,,
OVERALL -PHASE 1
PARCEL 3
1/4., EC 7
NE t/4, SEC 7 T-t-N,
R-12-w
BEGINNING AT THE SE CORNER, WEST 1/2. NE 1/4, HE I/4, SECTION 7,
BEGINNING AT THE SE CORNER, WEST I/1. NE 1/4, NE 1/4, SECTION 7, j
N 147168,4519
T-I-N, R-12-W, THENCE N 07 23' 03- E A DISTANCE OF $84.44 FEET
t-1-N, R-12-W, THENCE N 02' 23' 03• E A 015TANCE OF 1289. 44 FEET
E 1214471.0175
TO THE PONT OF BEGNNINO; THENCE N 87' 34' 12• W A DISTANCE OF
TO A POINT; THENCE N 8r 28' S4' w A DISTANCE OF 843.33 FEET TO I
484.57 FEET TO A POINT; THENCE S 07 20' 28' W A DISTANCE OF
A POINT; THENCE S 07 30' 41' W A DISTANCE OF 265.30 FEET TO A
1•-:
118,74 FEET TO A POINT, THENCE S 37' OB' 49• W A DISTANCE OF
POINT; THENCE N 87' 34' 12' W A DISTANCE OF 16.09 FEET TO A POINT; '
75.00 FEET TO A POINT, THENCE N 50' 52' 53' W A DISTANCE OF
THENCE S 02' 25' 48' W A DISTANCE OF 55.00 FEET TO THE POINT OF
_ ;
46.00 FEET TO A POINT. THENCE S 3r 01' 53- W A DISTANCE OF
BEGINNING; THENCE S 8T 3+' 12- E A DISTANCE OF 185.00 FEET 70
r 0
66, 00 FEET TO A POINT THENCE N 52' 59' 50• W A DISTANCE OF
THE PLC' OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A
168.00 FEET TO -A POINT; THENCE N 36- 55' 48- E A DISTANCE OF
RADIUS OF 20.00 FEET AND A CHORD BEARING OF S 42' 34' 12' E AND
tY
65.00 FEET TO THE P.C. OF A CURVE: THENCE ALONG SAID CURVE TO THE
A CHORD DISTANCE OF 2&28 FEET TO THE P.T. OF SAID CURVE: THENCE J
- _
LEFT HAVING A QADIVS OF 5000 FEET AND A CHORD BEARING OF
S 02' 25' 48' W A DISTANCE OF 276.00 FEET TO THE P,C. OF A CURVE;
N 19' 57. 56' W AND A CHORD DISTANCE OF 83.78 FEET TO THE P.T.
THENCE ALONG SAIO CURVE TO THE R1CHT HAVING A RADIUS OF 20.00 FEET 4
OF SAID CURVE; THENCE N 02' 25' 48 E A DISTANCE CC 121,40 FEET
AND A CHORD BEARING OF S 47' 25' 48' W AND A CHORD DISTANCE OF
TO A POINT; THENCE N 8T 33' SO' W A DISTANCE OF 110.00 FEET 70
28.28 FEET TO THE P.T. OF SAID CURVE: THENCE N 8T 34' 12' W A
A PONT. THENCE N 02' 30' 41' E A DISTANCE OF 240.46 FEET TO A
DISTANCE OF 59.34 FEET TO A POINT; THENCE N 07 25' 48' E A I
POINT; THENCE N 87' 34' 12• W A DISTANCE OF 16,00 FEET TO A POINT;
DISTANCE OF 70,53 FEET TO A POINT; THENCE N 87' 33' 50' W A
(Nl
THENCE N 02' 25 48' E A DISTANCE OF 60.00 FEET TO A POINT; THENCE
DISTANCE OF 110,00 FEET TO A POINT; THENCE N Or 30' 41' E A v
S 87' 34' 12' E A DISTANCE OF 1609 FEET TO A POINT; THENCE
DISTANCE OF 240.46 FEET TO A PONT; THENCE N 87' 34' 12' W A
N Or 30' W E A DISTANCE Or 265.30 FEET TO A PONT; THENCE
DISTANCE OF 16.00 FEET TO A POINT; THENCE N 02' 25' 48' E A
S 8T 28' 54' E A DISTANCE OF 943.53 FEET TO A PUNT; THENCE
DISTANCE OF 5.00 FEET TO THE POINT OF BEGINNING M40 CONTAINING ?
S Or 23' 03' W A 04SIMCE OF 705.00 FEET TO THE POINT OF BEGINNING
IA92 ACRES OR 51,937 SQUARE FEET MORE OR LESS.
AND CONTAINING 14.205 ACRES OR 618.773 SQUARE FEET MORE OR LESS.
PARCEL 1
PARCEL 4
BEGINNING AT THE SE CORNER, WEST 1/2. ME 1/4, NE 1/4, SECTION 7,
BEGINNING AT THE SE CORNER, WEST t/2, ME 1/4. HE 1/4, SECTION 7,
ACT
T-1-N, R-12-W, THENCE N Or 23' 03'E A DISTANCE Or 128944 FEET TO
1-1-N, R-12-W, THCNCE N 07 2Y 03-E A DISTANCE OF 584,44 FEET
7
THE PUNT OF BEGINNING; THENCE S 44' 05' 12 W A OIStANCE OF
TO A POINT; THENCE N 8T 34' 12' W A DISTANCE OF 200.56 FEET TO
206.12 FEET TO THE P.C. CE A CURVE; THENCE ALONG SAID CURVE TO
A POINT; THENCE N 02' 25' 49' E A DISTANCE OF 90.00 FEET TO THE
THE LEFT HAVING A RADIUS OF 38.00 FEET AND A CHORD BEARING OF
POINT OF BEGINNING, SAID POINT ALSO BEING P.C. OF A CURVE: THENCE
rti / r
S 68' 00' 00' W AND A CHORD DISTANCE OF 69.20 FEET T° THE P.T.
ALONG SAID CURVE To THE RIGHT HAVING A RADIUS OF 20.00 FEET AND A CHORE)
1Y=
OF SAID CURVE; THENCE S 0" 25' 49- W A DISTANCE OF 66_'A FEET
BEARING OF S 4T 25' 49' W AND A CHORD DISTANCE OF 28 28 FEET TO THE
IQTO
THE P.C. Of A OAiK: THENCE ALONG SAID CURVE TO !HE RIGHT HAVING
P.T. OF SAID CURVE. THENCE N BT 34' 12' w A DISTANCE OF 335.00 FEET
\,,
A RADIUS OF 20.00 FEET AND A CHORD BEARING OF S 4T 25' 49' W AND
TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A
/ DISC IN `\
A CHORD DISTANCE OF 2828 FEET `0 THE P.T. OF SAID CURVE; THENCE
N 8T 34' 1" W A DISTANCE OF 3b.00 FEET TO THE P.C. CY A CURVE;
RADIUS OF 20. 00 FEET AND A CHORD BEARING OF N 42' 34' 12' W AND A CHORD
\� IS• OAK
'000
DISTANCE OF 28,28 FEET TO THE P.T. OF SAID CURVE; THENCE N 07 75' 48' E i
THENCE ALONG SAID C3RK t0 THE RIGHT HAVING A RADIUS OF REET
A DISTANCE OF 276.00 FEET TO THE P.C. OF A CURVE; THENCE ALONG SMO CURVE 1
AND A_CHOR' 9EARNC OF N 42' 34' 11' W ANO A CHORD DISTANCE O<
TO THE RIGHT HAVING A RAMS OF 20.00 FEET AND A CHORD SEAPNG OF '
�r
�!$$28 FEET TO THE P.i Qi SAID CURVE; THENCE N 01' 25' 48' E A
pSq' 207.1E FEET TO TFE P.C. OT A CNtVE: TEN(Z ALONG A
N 4T 25' 46- E AND w CJ40R0 DISTANCE Of 28.28 FEET TO THE P.T, a
6 z
A OF 2 FEET AND A CHORD
CURVE FHC R7' H09'
5i410 CVRK: THENCE S 8T 34' E A DISTANCE a 3GGHT FEET TO TRA
P.C. LURK; THENCE 7D
rY
t'.
OF N 47. 3O' 09' E AND MST
3 E D A C TO
CHORD DISTANCE OF ]SLED FEET
OF A ALONG SAID LURK HAVING A RADIUS
G THE '
JEFFERSON ST.
,40
THE PLO F
THE P.T. OF SAID CURVE; THENCE IN Sr93T 05' E A DISTANCE OF
S
Of 20.0 E A
FEET AND A CHORD HEAPING OF 5 42' 54'RV 11' E AND A CHORD
C
C\
.�L
102 FEET TO A PONT; THENCE N US' E A DISTANCE OF
E
DISTANCE OF F8 ;1 FEET TO THE P.T. OF SAID CARVE: THENCE ND S NT 2I 49' w
A DISTANCE OF 2118,1 FEET TO THE PANT OF BEGINNING AND CONTAINING
50 R.O.W.
PANT; THENCE S 8T 28' 54N E A DISTANCE OF
293.08 FEET TO 3r 23'
2930
3/
T
154,62 FEET TO ME PANT OF BEGINNING AND CONTAINNC 2.811 ACRES
2.71} ACRES OR I18,135 SQUARE FEET MORE OR LESS
�1M
OR 113,740 SOARE FEET MOIIRE OR LESS.
DISC,, IN
PP
CEL 1A
c
BEGINNING AT THE SE CORNER, WEST 112. HE 1/4, NE 1/4, SECTION 7,
BEGINNING AT THE SE CORNIER, WEST 1/2, HE 1/4. WE 1/4. SECTION 7, I,
1-1-N, a-12-w. THENCE N 02 23' 03 E A DISTANCE OF 58a 44 FEET TO
12 W. THENCE02 23N DISTANCE F
TAN. R 12W, THENCE NPARCELO0 A OF 584.44 FEET I
MC PANT Br 34' W A DISTANCE
STANCE
T AE
O POINT: THENCE 8T 34 2 IN DISTANCE OF 200.56 FEE
O
REFERENCE POINT
150.56 FEET TO A POINT; THENCE N 02' 25' 49' E A DISTANCE OF
521.34 FEET TO THE PC. OF A CURVE; THENCE ALONG TO
TO THE PONT OF BEGINNING; THENCE N 8T 34' It W A DISTANCE OF 784.00
DISC IN
SAID CARVE
THE LEFT HAVING A RADIUS OF 38.00 FEET AND A CHORD BEARING OF
FEET TO A POINT: THENCE S 02' 29 28' WA DISTANCE O 115.74
FEET TO A POINT. THENCE S 3T 08' 49' W A DISTANCE OF 7500
N 26' 51' 38' E ANO A CHORD DISTANCE OF 31 43 FEET TO THE P.T.
FEET TO A PCINT; THENCE N 50' 52' 53' W A CISTANCE OF 46.00
PAVEMENT
OF SAID CIFNE. THENCE N 44' 05 12- E A DISTANCE OF 206.12 FEET
FEET TO A PUNT; THENCE S 37' 01' 53" w A DISTANCE Or 66.Go '
N 147066.379t
TO A PONT. THENCE S 02' 23. 03' W A DISTANCE OF 705.00 FEET TO
FEET TO A PUNT. THENCE N Sr 59' 50' IF A DISTANCE OF 106.00
THE PUNT OF BEGINNING AND CONTAINING 2.138 ACRES OR 93.140 SGARE
FEET TO A POINT, THENCE N 36' 55' 48' E A DISTANCE OF 190. 83 FEET
E 1214202.2239
FEET MORE
p+ LESS
TO THE P,C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT NANNG
ELEV.=360.95
A RADIUS OF 2000 rEET AND A CHORD SEARING OF N 64' 40' 48' E AND
1�
PARCEL Z
A CHORD DISTANCE OF 18,62 FEET TO THE P T OF SAID CURVE; THENCE
�-
S 8T 34' 12' E A INSTANCE OF 345.25 FEET 70 TO THE P.C. OF A CURVE;
BEGINNING, AT THE SE CORNER. WEST 1/2. NE 1/4. NE 1/4, SECTION 7,
THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RAOPJS OF 20.00 FEET
N THENCE N 02' 23' 03'E A DISTANCE OF 126944 FEET
AND A CHORD BEARING OF N 42' 34' 12' W AND A CHORD DISTANCE OF
TO A 0.01"T, TFI N 8T 26' 54' W A DISTANCE OF 843. 5.1 FEET TO
28. 26 FEET TO THE POINI OF BEGINNING AND CONTAINING 0. 808 ACRES OR
A PONT: THENCE S 02' 30' 41' W A DISTANCE U 700 FEE TO THE
35,15e SQUARE FEET WORE OR LESS.
POINT -OF BEGINNING: THENCE 5 83' 45' 04• E A DISTANCE OF 165.58
FEET TO THE PC. OF A CURVE: THENCE ALONG SAID CURVE TO RIGHT HAVING
42 Ito
4219
14765Q %901734
149166,69170075
1213621 347t3245
1213OX 74546W2
SETPI.Y
SCTPNi
/-�
^
A RADIUS OF 25.00 FEET AND •A CHORD BEARING Or S 40- 39' 38• E AND
CERI TIFICATE OF OWNER !.
4220
14621., 6367M51
1213939. 86546673
SETPNT
"1
l-�
A CHORD DISTANCE OF 34.16 FEET TO THE P.T a SAID CORK; THENCE
4227
14 `OTQ. ;0203133
721384E I7716]04
TC TPNT
S 02' 25. 48" W A DISTANCE OF 20732 FEET TO THE PC. OF A CURVE.
WE. THE OWNERS
4224
14846o. 81931593
121380b 22964954
SCTPN7
THENCE AL(x4G SAID CURVE TO THE I6UlHT HAVING A RA011n OF 20.00 FEET
AND DESCRIBED HEEREM 8Y CERTIFY THAT WE H9�K
4225
149141 951666t7
1a'139515 97948003
'E TPNT
AND L•HOIRD BEARRNC OF S 4r 25' 48- w AND A CHORD DISTANCE OF
LAD #N AND SUBDIVIDED, AND 00 HEREBY LAY OFF.
4226
140235. 77075OW
Id13859. 69349131
SETPNT
28. 28 FEE IC THE P T OF SAID CURVE. THENCE N 8T 34. 12- W A
&ADvI
PLAT AND 41-k7UIN0F SAID REµ ESTATE N ACCORDANCE, WTH
4227
147570.
1213868. 406OD252
S4 TPNT
Q
THENCE N E A
DISUNCt OF IS&500
ET TO A POINPOINT,
THIS PIA!
4228
849529071MV$L
147570. 94852711
1211ob? o2S47418
M, TPNT
W - - -
F Sr4'12'
txS:wNCE OF S 00 FEET N A POINT; THENCE S T 14I 2' C w
4224
147799 39467907
1213914. 03563W4
SR:TPNT
W
DISTANCE OF 16.09 FEET TO A PUNT, THENCE N 02' 30' 41- E A
423U
1001 71003022
1213924. 10522424
SL IPNr
O
DISTANCE OF 258. 30 FEET TO THE PONT OF KUNINNG AND CONTAINING
SIGNED,
4231
147623. 5367223E
12t3925. 373710/0
y'.rPNT
`•�
I.III ACRES OR 48,385 SQUARE FEET MORE OR SSE
DATE OF EXECUTION NAME -
4233
1E7796, 35999561
120930. 871018%
ATPNT
.234
148142 43969503
1213935, 90753724
SETPNT
4233
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SETPNT
42N.
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1213948. 40607587
SETPNT
4240
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1213956 63735192
SETPNT
4241
149211. 548734W
1213958. 75755253
SETPNT
4243
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1213961. 062427%
SEYPNT
4245
148461 24247484
121397E 50683739
SETPNT
4246
14765E 29573%0
1214006. 35205465
SETPNT
4247
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121401E 20236590
SLTPHY
4248
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1214077, 139W417
�C-PINT
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147791 72120223
121 A275, R I Z6.o67
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12142'n 93K7976
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4233
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SETPNT
-,
AOOWSS
_ -
n
SOURCE OF TITLE:
D.R. BOOK
278, PAGE
553 - HST, 40.
S7095
M
SOURCE OF TITLE:
D.R. BOOK
778. PAGE
554 - NST NO.
570W,
SOURCE OF TITLE
D.R. BOOK
278_ PAGE
55, - INST. NO,
57097
00
-
-'
SOURCE O TITLE:
T r.
D.R. BOOK
278, PAGE
555 INST. 140.
57o9B
7 -
' P
77 T
4260 148126 55972T82 12143IQ 46679343 SETPNT 1
4261 14 &2 1 n. 47977293 1214314. 28324909 SETPNT T1
4262 14"W 00029 MIS 121017. CY9814761 SL'PNT moi
4268 14Q29a 60004107 1214367. 05317267 SETPNT
4,67 1484*3.'%4 O"95 1214370. 19592300 SETPNT
4269 147752. 38722888 1214495. 33127.163 SETPNT
4273 14B308. 7,1209.3 12L4361. 25503+42 SETPNT
4274 147758. 77110693 121434E 90167544 SETPNT
zX
I E 1213800
<
a
4
LEGEND
0 FOUND SURVEY DISC
O FOUND IRON PIN
`•?a, ■ FOUND CONC. MONUMENT
CDR'` 9
B/C
iE 1213500 '
44 •E
h '� "5.86• NO2.08'44'E N07 804-[`
R 438V 23. 23•
4,
12 70' zi ,I Zj o1
o ------ ---- T15, 79
a =- o---------------------
IV 4,
A H1r 3.4.10'
U71UTY W DRAINAGE EASEMENT !�
NO2'20'04` C' 0 0 EEO 651.3') _
FOUND MN�X # I Chu IMF' z
IRON PIN Ann I TO 10HI _IC111' 0F i.I1"1�.,� POCK
N 147872.041E
E 1213317.3598 8, (BK.4 PG. 192)
e
1n L, G-.) a7 iol Ali
SOURCE OF TL. D.R. BOON 28•, AGE 1 - IN . No. 5 099
SOURCE OF TITLE: D.R. SQOK 604, PAGE 15
CERTIFICATE OF RECORDING
•
SURVEYORS NOTES
THIS DOCUMENT, NUMBER FILED FOR
RECORD -__ 19_, IN PLAT BOOK
�-
I. DISTANCES ARE °>+O.r+ w rrET AND INCHES AND CECtNA, "TI N5 THEREOF
_____-___-__-___-_. PACE _------------
I. BEARINGS AND COORDINATE SYSTEM IS BASED UPON PAGIS MONUMEN7ATIGN,
(SIGNED)
3 IN ACCORDANCE WITH FLOOD INSURANCE RATE MAP - COMMUNITY PANEL NUMBER
(NAPE) -CLERK _--_----
050181 0011E - REVISED NOVEMBER 3, 1993, THIS TRACT OF LAND IS NOT LOCATED
WITHIN THE 100 YEAR FLOOD PLAN.
CERTIFICATE OOP ENGINEERING ACCURACY '..
-
4. THIS PROPERTY HAS RECENTLY BEEN RE -ZONED FROM R-4 - TWO FAMILY DISTRICT
TO PRO - PLANNED RESIDENTIAL DISTRICT
1,�[ 71 /mil t12{ HEREBY CERTIFY THAT
THIS PLAT CORRECTLY REPK TS A PLAT MADE BY ME,
-
5 EASEMENTS SHOWN MTHN MADISON HEIGHTS SUBDIVISION BOUNDARY OUTSIDE THE
AND THAT ENGINEERING REQUREMENTS OF THE UTTUE
PHASE I LIMITS ARE ALSO DEDICATED AND PLATTEC' AS A PART OF THIS PLAT DOCUMENT,
ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN
6. ERROR OF CLOSURE - 0,000
COMPLIED WITH.i
ni _ SIGNED�' .�
n
7. FORMER DRAINAGE EASEMENT FILED FOR RECORD NOKM9. 16. 1979. CF RECORD
DA OF EKE TWN NAME, REGISTERS
✓
-
NST
INSTRUMENT NO 79-547IS AND RE-RECOROCO 1
F R IV. 19N. OF RECORD AS
ENGINEER NO,_ i
ARKANSAS 4
IN OVER
INSTRUMENT NO. 79-55008, t5 ABANDONED AND REMOVED FROM THIS PLAT 8r VIRTUE OF
THE RECORDING Or THIS PLAT WHICH PROVIDES NEW DRAINAGE EASEMENTS.
'
CERTIFICATE OF SURVEYING/ ACCURACY
�/yyF®Y CERITII' THAT s
�
THIS RAT CUMRECTL RREPRESENttS A Bp/NOARY SURVEY
\J
MADE OR VERIFIED BY ME, ALL MONUMENTS REOVIt£D
ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND V
THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK
5I.BDIVISION RULES AND REGULATIONS HAVE SEEN COMPUED
N �U a
-NOTE: THIS PLAT PREVIOUSLY RECORDED
DATE Of EXECUTION NAME,
AND7 D. PROFESSIONAL i
°
IN PLAT BOOK F- PAGE 185 ON 4/20/98
LREGIS
yp
NQ ___
z Y
AS MADISON HEIGHTS SUBDIVISION PHASE 1.
ARKANSAS
GRAPHIC SCALE
CERTIFICATE FINAL APPROVAL
Z
ANT E ROCK SUBDIVISION RULES AND
THE LITTALL
- 60
0 30 60 Ix0 xb
AEGUILPURS
S
TONS, ALL OF THE CONDITIONS OF APPROVAL
S, O
HAVING CU
HAVING BEEN C(aMPLE TIED, THIS DOCUMENT IS HEREBY
ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER
C�(\
THE AUTHORITY Of SAID RULES AND REGILATIONS .
(SIGNED)
N -
R
-1�
( IN F`EE?')
DATE a ExEcunoN %a. PLANNING
COMMISSION
1 inch - 60 ft
REFERENCE POINT
DISC IN
PAVEMENT
N 147224.8555
96° E 1213489.6575
_ ...__ . ELEV.=304.82
FENCE MONROE ST.
50' R O.W.
l�)
4/11/00 JHM REVISED EASEMENTS AND SETBACKS
DATE BY DESCRIPTION
REVISIONS
I
77
C)
IY v ` vN 4.IMLNF FINPLAT ,OWE
.••`�Cy�STE/�� DATE SH T REFERENCE
� � � E '� SIAir Gf -• '` ANAL PLAT
o= MADISON HEIGHTS SUBDIVISION -PHASE 1-AMENDED
t6 . D,SIGNATU ..
The Housing Authority of the City of Little Rock
Tp,�AM�S•,:• pr
rFENNELL / PURIFOY ARCHITECTS
� FOUND CONfs 95 �.
N MONUMENT '//// HGNLAt j44����
M N 147221.7014 9CNED: DATE' APRIL 11, 2000
�a E 1213290.8488 DATE.AMl ENGINEERING,INC
ACID: FINPLOT
- VIEW: PLOT '.
PROJECT /• 9908056
201 Morkhom Center Drive
P. 0. Box 25937 4 Little 9,00, Arion6rx
(501) 227-7117 Fax: (50') 227-5755