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HomeMy WebLinkAboutS-1146-C Map 1DISC IN PP E 121� I- W W N 3 O 2 � r- C'M of b F- W E 121 REFERENCE POI - ® CO ® O O 0 O ©o © © Vt,m ki© N��/IiI�VI�VIV O O O O o 0 O l0 W O In CD u7 + IN CONCRETE � M M U8456 7733 E214524.6604 z (BK,4 G,180) o 1Z E 327.94 Z "11 k \ ` S02-23-03"W Pt 4269 1 1 89.44 Z tDEED 12S .0') I 705.00' -J 1 584,44' 15' UTUTY R DRAINAGE EASEMNET <_77.25--------------'------------------------------ 10 60' UTILITY & G\\ U DRAINAGE EASEMENT S02'23'03" ''pp NBT33'S4"W - - - t - 110.08, 100.08' • N 81.25' A's _ _ _ --502'23_03"W 192 9 - - - - - _ _- - - - NO3'38'59"E 226.41' - v? I 11� �ll"' _s•12•W �, E 1214400 O O 7 � - - - � 513 • 0 n Z s �, r a CORCE �2. 4G 1I4.3-• >� REFERENCE Pbi 0 = 48'51'38" 9oos'oo� \ 3 I 1 �_ DISC IN PAVEMENT R = 38.00'75 00 � wl I T = 75.11' �. Z F N 148465.091 p I T= 17.26' L= 117,92' 1 n 1; AP -Oi88 I F no < <+ PAGIS MONUMENT #1004 1- E 1 21 4401.54( 01 427 L = 32.41' 4' SE BncK _ _ 00 w I ALUMINUM SURVEY C I b / Pt# 4266 5 UTILITY EASEMENT 1 Z 7IZ 471 064 NI - ELEV.-328.21I /----->�--------102!23-44-E---------- 522.38'-------- N 1 8 be/ p 67 N 148no.4s 3 Pt# 4274 o f POINT OF BEGINNING E 1214259.31 0= 228'51\38' 26'S1'38`E E 12143373532 JEFFERSON STREET N ta7eoa.7906 N ELEV.�360.03 L NO2.25'a9"E 96_Sfi' 31.43' E 1214321.8349 I PHASE 2, PARCEL /2 10' UTILITY EASEMENT I R = 3a. 0' _ so2'25'49"W _ T = S02.25'49' W 140.00' �X of 366,00' 45,00' ------ 8t.35' , n 151.79' 66.38' Na2'3a't2` 402 ----------------------- S42'34'I1"E Ptp 4260 gg B9 S66'00'00" Ptp 4261 NO2'25' 9•EP4 425 S 02'25'49" W Pt/ ISM 15' UTILITY EASEMENT N 148310.3326 69.20' �`- ITY EBSEME 28.28' - 90.0 4A&89- - - - 1- - - - - - - - 388l9r - - - - - - - - - - - - - - - T E 1214343. 2892 Pt 42fi2 a725'49" O ® �'- - - ENj��- - - - - ��� -_i 7'25'49" T. / _ Pt 425 Btp 14' SETBACK . t 4 50 ) L - 43.66' I I 2e 28' N --� ze.26 N \ye\ c - 3Tro7 a \Y' r - zt.96' I 14' SETBACK :� tp 4251 14, a i 3\!. o = sc oo'o1b I o = as s9's�' ; ,�\ \ R - ,To.00• s / N 1 D7 ^ ^ n t0 6 O• \ \ 1 I R = 0.00'59" R = 20, 00' "a� +� .o. -'1I,'\,A T- 34.W dZ\ R = 20.00 T = 20 00 M� n o n OO R = 20.00' 1 = 90'00'00 S1 m R W h 5' UTILITY EASEMENT T = 20.00' R = 20.00' \ \ L - 67.2T \ `I I ml T = 20.00' al L = 31.42' 1 11. \ - L = 31.42' i° L NO2'25'48"E, 71.50' 25_31 J L N0225'49'E - 7D2.17_ - 87.02' - - J L = 1.42' /' \ z 15' UTILITY EASEMENT NB T.88' W 51.57' I �•• \ ��,A w r _ 0.88' 20' UT1Z192 ASEMENT - EASEMENT 1 o I w 66.50� - - - - 5' UTILITY O 1 IC j.08. •� I 61.50 -� 10.00' -- mL- I I CD I 15.00' 20.00 m N I I� N I �Io N �w ~ w II fw z' �N h Q N a RAF` STATE PLANE COORDINATES POINT NORTHING EAST INO DESCRIPTION i II N e r ( it NO2'2, w'E�' m i I w ~LLJ I 4' ? N 7 4 147972. 71606399 3213326. 44436862 FNDPNT NO2'2T45"E 77.74' - 56.50 54.09-1 W w W r 5 148302. 20723991 1213343. 36757638 FNDPNT I w I =\ EI UTILITY EASNEN-10_UTILITY E M T - - ] N w �' a m . YY ^ 6 148301. 23423936 1213369. 34798076 FNDPNT l �¶ W �.- rn N1 h �' 12141D0 I U71L EASE_ N04•43'37•E 71.75 7 F 56.50' 11T�� 54.05' 1� (/1 n O1 I_- 4 7 I48367, 32080462 1213372.25296423 FNDPNT E w G 1 Y^Y n o Y 8 148369. 91398465 1213313. 29032310 FNDPNT 1 5.00' n o > p = M p 9 148509. 79337407 1213319. 11516561 FNDPNT I- pip n o0 4200 148169. 53014403 1213651.70114787 FNDPNT H� (nN 7n d' J Cn z 4201 149174. 52564761 1213651.91314794 FNDPNT z O•p 4202 149224. 49068336 1213654.03314865 FNDPNT y IUO'U, 4203 148229. 476LB694 1213654.24514872 FNDPNT D Z I z m .T a d z u D 4204 147928.62309800 1213657. 15483610 FNDPNT cO I .n 3 a I I i)Y 4205 U8168.85157649 1213667.69070198 FNDPNT i 4206 U8228. 79401496 1213670.31963879 FNDPNT 1 ;(, I n •y, '�' � 4Or' "L-yt, 4207 148488. 84173624 1213681. 63701548 FNDPNT I N NO2'25'49`E n M o I N 4208 148493. 83609836 1213681, 94377203 FNDPNT Ptp 4 4B �� _ J I 00 N m �' n N N020.389 E 20.00' Z n 4210 147671. 96022993 121375E 45941707 FNDPNT `4 a�,V! m f L/,3 5 z PtN 4247y�s h�^\ �A 7• ' 4211 147802. 660n174 121.3761. 90831389 FNDPNT o I n1 I C z �7 ;n 66.57' I VIOL "E t013: 2* Plp 4246 4212 147853. 48383833 1213764. 06513095 FNDPNT DDD ,{ ( 4213 U7923. 94753289 1213767. 05542341 FNDPNT z �q`b rn� m R I CU 1'O 'V Pt/ 19 Sjj, 4214 147723. 91924338 1213790. 51400608 FNDPNT NO2'25'48"E N87'34'12"W L 56.50' _ ,� /yh V°' "'I 38.65' a m2540' O� N \4' 4N7 1A7772. 93277770 1214011. 20236590 FNDPNT W 5' UTILITY 19.45 10.55 5.00' - [�- - - - --140.16_ - - - J - - .J w I= _ ^•. JB �} jS BRg„ 4258 U7760. 89118764 1214294.' 94663968 FNDPNT __-_ -- 1 EASEMENT I0' UTILITY EASEMENT 1 ' UTILITY EASEMENT - - _ _ _ �� �0 j,\ �0" IY 19000 147652. 10342702 t214290. 32933580 SETPNT I. - NO2'25'4B'i! 99.50' �1 r NO2'25'48'E 19J.50 P r NO2'25'48'E f f 19001 147664. 00364431 1214006. 74894906 SETPNT I r J^\ NOZ'25'46"E 9t.6,T 1 o 9\ B7\ ,.X = 90'OB'42" soa'os'4e'w ,� p = 90'00'00' m ^ = 90'00.00" 3 = 90'00.00•' a }0.76' g6p\ pR, PlN 4243 19002 l 003 147883. 64. 5603383 12i3323. 38022804 SET37 PNT 1 R = 25.00' so.os' r R = 20.00' - qM C0 R = 20.Od R = 2J.00';. M m = 55'30'00" L9004 147794.52201647 1213502. 48021234 SETPNT I I$' 1 Plp 45 L = J9.33' i. K vi T 20.00' t 4240 m L = 3�]. 402' �v"�i 5 UTILITY EASEMENT L _ 31 �2. ,'� 'ro R 20.00' 9 �� O \*\*J' 19006 U7863. 6?106938 1213525. 43021588 SETPNT m a L= 31.42' �,, N 1 m I PiN a236 T= 10.52' O 0 \ `\ N4T30'09"E v�, I I N4T25'4i"E z N42'34'12"W _ 19007 147884. 44108133 1213506.29620175 SETPNT 14 SFiTBACK - N42'34'12"W Ptp 4247 10' UTILIT ASEMENT - - -14' SETBACKS--_-2B_2B_ I L = 19.37' b \ > 5.40' 10' UTILITY EASEMENT- ��2A2� S V 19008 148160. I9073769 1213517. 99847833 SETPNT _ _ _ _ - J - 28.28 - g- - -- -7,� - - - PIN a N64'40'48"E �.�}5� `?j• 19009 148179. 32475435 1213338. 82849303 SETPNT \ - NO2-25'48"E 207,14 - Pt 423a NO2'25 48' E 276.00' Pt 4230' 15.62' �j y��JS." PtN 42311 60 . 17.7T' Pt 4238 Pt 43 1JiY' 6'" '`S 19011 U8229. 27979060 I213S4Q 81446774 SETPNT PAN 422�J \ 60p3 1901l 148250. 10980255 121352E 81446774 SETPNT N 1"'922508= \ !9012 148316.43585599 1213524.62921 SE4 SETPNT N ladl d9.71' d L9013 148318. 5558501/ 1213474.674 L7981 SETPNT19014. 1 SETPNT E 1213897.7515 E 12139022751 0• \ \ Pip 422E _ to �36Gr747p \ ?S- 19015 147802P7% 40932B2 1213452. 528708002 SETPNT e,I NO2'25'48"E 's _ MADISON S REET NO2'25'48"E 3 'n SS' Fq \ U t9016 L48498. 55382165 1213574. 67452404 SETPNT cd1 7 \ ti/q u Ff - 325.54 c0 Of 366.00' - N 148514.3634 N 147823.4465 E 1213911.5544 E 1213882.2332 Ptp 4227 Ptp 4226 P[p 42Zb Ptp 4223 o'JV.� %�&�' \ •.� S02.25'48"w 207.32 S02'25'48"W 276.00' - FF \ \ ^� 17.7T - fi`f*" - - - - - - - - - PtN 4219 i' - - BA 1 f' - - - - - - _ PlM 4216n \ %i 8'� EMEiHT 54T25' Ptp 422�J /-E#4EMpy�--g - - - �T. 34T m < t 34.16' -14' SETBACK 28,28' 2629' w - '�'1a' SETBACK O 2B,28' - E 1213800 W Plp4/2 5� p = 9'oo'00" I �!\ p I IT = 90'00'00' o�' N m p= 9 '0000"i 2 < o = aslo'sz" R w m R = 2coo' Ern I� 'N Iw \ \s• I R = 20.00' .a na 5' UTILITY EASEMENT ri _ N8 '34'12"W Ptp 4274 ,no, \'�� I p R = 25.00' m _ T = 2000' �n u, R = 2 00 Y �n m 9.34' �.� T = 23.39' 2 5 0'30"E L = 311..402 m L NO2 z'553 EE 100.32'- J m M L 30. 02' � \ o �"- - - - - -. - NO2'25 53"E 99.70 Ir i L = 37.60' Sg723' t0a.a6 -------J 5.81' m )� I o O _ _ _ m 95.97_.53•� Plp 4212 PIN 427 / / 63' 6 S 9 \ \ I F r p 15' UTIIITY EASEMENT Im 5 / s'S, Z ,O N -�'np�-you 2D' UTILITY EASEMENT l- b x z NO2'25'S3"E-.34' - - - - - 1' '" o B7.18r - - - Pt# 4213 a m F1 t a f� - � �5 �P5'48' 2t.4 0 Q -113'48'32 p_ \ 71994 v �Y • �P 4210 \ ^ N87.34'12"W 10'900 R N 147658.256 \ m ` Iry �w a �•q 1' ,1 m N R 19.34'{( m ry N 147526 063 / l 1 E 1213778.6887 \ LEGEND a m 3 n 1�' N I m `r�' It . 6.4r1 OO E ,21 77f .0052 I T m 76. Vp \ \ p I N �IIjIm t- � v w d I I AL 34731LZI \\ \\ ■ PLACED IRON PIN in I m _ W u IV I R - 45.00' I \ .;� \ I I 10 w 6 �I w I W 11 L. 2i.17' I \ IS, O FOUND IRON PIN In I �yni '_ N Its N N ,n N022V4B'E K 1, P NT NNIN '\ \ \ ,ti / J Y I F I- HAS 2, A L 04 e f ae ■ FOUND CONE. MONUMENT NO2'25'53"E p �% Y ,5' UTILITY EASEMENT LIMITS OF PHASE 1 ^ - 4 - N (n I 0? \ \°es, L'_ - 63.88' _ J / p� l�1 M 10' UTILITY EASEMENT i 1n NO227'42'E N 5819.79' 'IE 7.00' 10' TILITY EASEMENT _� ry Pt# 42 bA N 4205 f ) 7.4T F 9.79' I 1 r \ \ rY4 \ \ - is.is' - - 258.30' N azoo - - sz6se'- - - 9N v I ')i A a4 \ _ 3p4� tp 42oa VL PtN 420 3 $02'30 41"W to• unuTr EASEMENT• - - I A0m•5e•�f2b-94'W - 240.46 m �. \ \ Ptp 420 PI 4 02 .14' N T34'1 T'W n p, w m H• �Non1'06 E &XAw6 r - - - - - . 6.76' nl '6 I.. i I N I \ \ 6V'" \ \ N8734t� S02 '48' S87'14'12 E L Im t`f4fNY \ MINT OF BEGINNING I I �' I PHASE 2, PARCEL I I 16.09 - .I tN 4201 • t6;00' �25.48.W $ w W \ \ SAL S02'2948'W 7.47 ;;XX�N IP, ES ,Y, \ \ P`• S02'25'48 N 1 B799.50 5.00 11 a GR '(. W 1�H NI I 5.00' E 1 13652.9- T NNIN 1�' $1 u I� N h n Q'p0� SO - La f ; \Fe \ \ S IQ +1 I 12' SETBACK I /LSE 2, PARCEL 43 j 1�12' SETBACKn 'Tg\ \ \ \ I il> - - -• - - S02_2540 W 231.01•- A32a _=4-'��II-, I 10' UTIL. EASE.-V^e 5' UnL EASE. 1 1- „Aw I1 I5' UTAJTY EASEMENT - - -' - - I 1 AU J /wiz sEreACK '6 \\12 SErE.ADK 108 40'y 1 m MI CD no S' UP.JTY EASEMENT N7 < z \ \ o �I1 �I I cF•90Do'00' R �j' ZIPWOO'00' W S� a9Droo' 1 R I c4.9000'oo" WF \ \ z Pt/N9016 Ito' unuTY EASEMENT R-20.00 R-20.00 "-I i8 �� ORE S L R.20.00 R.20.00 WI t n \ CDR. I- o L �`L 1 bl 5' unL. EASE. Ton-20.00 Ton-20.00 �I lye '� �g P c,O• F Ton•20.00 I I Trn-20.00 ,�:,4IIN \ \ 6/C �! Hp I L-31.42 } Pt/ 19g10 L-31,42 "'_l1 ,45 14' SETBACK N4Y34'12*W Pt/ 19 .42 L•3N4 2 .Ehl 01 14 SETBACH 4�� \ \ -. I N4Y34'12 I M47'25'48'E 4J NO2'08'4 " \ N- „ y I REFERENCE P IN i ' -- - at= _ Pt/ 1" _ _ _'_ F>�19o03 �J-L e/ ,9aos 47.06• //\\\\ +�44•E E 1213500 En N I DISC IN PAVE Y 5'48'E J „ a IV UTILITY EASEMENT N 267.00' _ - - - \� ' N I N 148502.736 Pl/ 15'4 X PL/ 19C B Pt/ 19007 Pt/ 19004 ii02425 48% 1. N0229'S9•E U2,51- - - - - - - - - - - - - y Pyt90n i.-•------- E 128502. 33 az7743'16' }.------------- 340.62'-------------- -- E 12135 0 R-38. r• '� 50225'48"W - - - - N0226-48-E MONROE STREET - S0225'48"w \ ELEV.-322,061 140.00' os. ,a C 3N8.00' 44.90' 1 1NO2 '44'E No7 6•04•E \ NO2'25'46'E TON 2i) , N 14784D5416 1 I 43,81' 2323' \ \ 07 5.00' 1 184.19 1 - E 1213479,4107 M FENCE E 1213500A661 Pt 19013 - - - - - - - PL/ TOOTS DISC 1 CDR. I \ - - - s1.za' - 1 _ ` - --SiB�N- 3?? 41= 390.01 - i �ENr - -I I f\ IN PP fm f / 5' UTILITY EASEMENT I I N 11�n/'s' UnuTY EASEMENT' 14' SETBACK .,y.[ ti MMI,!11 %! .. , 14' SETBACK �n � TNI i I ;+/ R ( I <4i/ ml alai = I 1-1 \ " 86.33' _ _ _ _SOY25'41'W 152.24'_ _ _ _ _ _ 93.94' - �• I3 f ' D �I =I- \ u I ,,jl:ln_ ;19275�1'YL-eL.54- J w L_ - /c�/a I i' I� ' Nl ii I \ Z _ to' uTluTr EASE1HEl,r A N M NT 1004-�189 n 10' UTILITY EASEMENT 83.73 W� 769.31' ALUMINUM SURVEY CAP N 148157.59 r l r=i+ E 1213431.56 1 '5�9.tN P/ 7 Pt ELEV.-334.47 00 56 s2' I - - - - - ---- -80P4ORSEOS' El1 Z 349.06'z1'o- (I 79' - - - - - - - - �rNJL___---- - -- unrY DRAINAGE EASEMENT Ptf a ' P/e �Pt Pt/ 19015 13' UTILITY A DRAINAGE EASEMENT FOUND IO2'31'010E 430.911W N022004 65 88 (DEED 651.3)IRON PIN Ii FOUND CON_ . MONUMEI NE 1/4, SEC�7 7-1-N, E ODISC IN 18" OAI JEFFERSON ST. 50' R.O.W. ,N1 PP ® REFERENCE POINT DISC IN PAVEMEN N 147066 3791 E 121420 .2239 ® ELEV.=36 .95 n O CU Q W O n M 00 8 00 O a v ` e y+ m REFERENCE POINT DISC I 0 PAVEM NT ,9e° E 1213 89.6575 ® 304.82 END FENCE MONROE ST. 50' R.O.W. 0 Pt/ 9 - - - PtF a FOUND N 1148.301.2342 ;pOX F N (i�/ i MONUMENT _ E 1�13369.3480 FOUND o WX # lop wy / NO2.23'04"E 1 0,0D / IRON PIN A,O SO IRON PIN �Oi IRON IN / N 147871. 161 N 147 72,0414 ' S O N 147221.7014 13 2 848 FOUND O) n A % r I- o E t213290,8488 �,` �- (\ FOUND E 1213345,3676 �' wE1213317.3598/ 1✓ ✓ F fO vl� v��� o r 1 r'°T Q�N IRON PIN ( ,y,w\C /C// vNREOO6 E 121332�,44 0 V) E Q o 8K.4 PC. 19) o o © F � E i241853309979341P PSG- IRON PIN N 148367,3 Go �1 l O O °X O O 1" O p �va.s1 O 3 } Q,O�152 P i Ei 21osE12®72.2 z © O OZ 1 O O Z - ---- - s ,. LEGAL DESCRIPTION A TRACT OF LAND LOCATED IN THE NORTH 1/2 OF THE HE 1/4 OF SECTION 7, 7-1-N, R-12-W, LITTLE ROCK, PLAAS I COUNTY, ARKANSAS MORE PARTICULALY DESCRIBED AS FOLLOWS: OVERALL PHASE II LEGAL PARCELS 3, 4 & 5 COMMENCING AT THE SE CORNER W 1/2 HE 1/4. NE 1/4, SECTION 7, T-,-N, R-12-111. THENCE NO27YO3'E A DISTANCE OF 1289.44 FEET TO A POINT; THENCE N872a'54'W A DISTANCE OF 843.53 FEET TO A POINT; THENCE S0270'41'W A DISTANCE OF 7.00 FEET TO THE POINT OF BEGNNNG: THENCE S02*30'41'W A DISTANCE OF 258.30 FEET TO A POINT; THENCE N6T34'12-111! A DISTANCE OF 16.09 FEET TO A POINT; THENCE SOT25'48•W A DISTANCE OF 60 FEET TO A POINT; THENCE S5T34'12'E A DISTANCE OF 16 FEET TO A POINT; THENCE SOY3O'41'W A DISTANCE OF 240.46 FEET TO A POINT; THENCE S87'3Y50'E A DISTANCE OF 110.00 FEET TO A POINT; THENCE $0225.46"W A DISTANCE OF 121.40 FEET TO THE P.C. OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50 FEET AND A CHORD BEARING OF S19.57'56'E 83,76 FEET; THENCE ALONG SAID CURVE 99.32 FEET TO THE P.T. Of SAID CURVE; THENCE S36'W48-W A DISTANCE OF 6&00 FEET TO A POINT; THENCE N8T341 "W A DISTANCE OF 253,94 FEET TO A POINT; THENCE NOM'4a'E A DISTANCE OF 111.70 FEET TO A POINT; THENCE N$7'35'50•W A DISTANCE OF 188.12 FEET TO A POINT; THENCE N0220'04'E A DISTANCE OF 69.69 FEET TO A POINT; THENCE S87'S6'56"E A DISTANCE OF 0,09 FEET TO A PONTI THENCE NO2-31-01-E A DISTANCE OF 430.91 FEET TO A POINT, THENCE S87'40'3WE A DISTANCE OF 24.00 FEET TO A POINT; THENCE NO2'31'01'E A DISTANCE Or 66,15 FEET TO A PONT; THENCE N87'28'54'W A DISTANCE OF 59.02 FEET TO A POINT, THENCE N0223'04'E A DISTANCE OF 140.00 FEET TO A POINT; THENCE S87-28'54"E A DISTANCE OF 255.81 FEET TO A POINT; THENCE S8Y45'040E A DISTANCE OF 107.60 FEET TO THE PONT OF SEOINWING, CONTAINING 5,48 ACRES OR 282,346 SQUARE FEET, MORE OR LESS PARCEL 2 COMMENCING AT THE SE CORNER W 1/2. NE 1/4, NE 1/4. SECTION 7, T-1-14, R-12-W, THENCE NO2-23.03-E A DISTANCE OF 564.44 TO A PONT. THENCE N87*34'12"W A DISTANCE OF 200.58 FEET TO THE POINT OF BEGINNING; THENCE SO2'25'49'W A DISTANCE OF 109.00 FEET TO A PONT, THENCE N8734'48"W A DISTANCE OF 293.83 FEET TO A POINT; THENCE NO2'20'28'E A DISTANCE OF 109,02 FEET TO A POINT; THENCE S8734'12'E A DISTANCE OF 284.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.71 ACRES OR 30,947 SQUARE FEET, MORE OR LESS. PARCEL COMMENCING AT THE SE CORNER W 1/2, ME 1/4, NE 1/4, SECTION 7, T-,-N. R-12-I11, THENCE NO2'2Y03"E A DISTANCE OF 1289,44 FEET TO A POINT; THENCE N8778'54'W A DISTANCE OF 943.53 FEET TO A POINT; THENCE S02'30'41'W A DISTANCE OF 255.30 FEET TO A POINT; THENCE N8T34'12"W A DISTANCE OF 16.09 FEET TO A POINT: THENCE S0226'46'W A DISTANCE OF 55 FEET TO THE POINT OF BEGINNING; THENCE S)225'48'W A DISTANCE OF 5 FEET TO A POINT; THENCE S$7'34'12"E A DISTANCE OF 16 FEET TO A POINT; THENCE S02'30'41'W A DISTANCE OF 240,46 FEET TO A POINT; THENCE SaT33'50'E A DISTANCE OF 110.00 FEET TO A POINT; THENCE S02-6'48'W A DISTANCE OF 70.53 FEET TO A POINT; THENCE N$7'34'12'W A DISTANCE OF 238.85 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAD CURVE TO RIGHT HAVING A RADIUS OF 20 FEET AND A CHORD BEARING OF N42'34'12'W AND A CHORD DISTANCE OF 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE NO275'4a'E A DISTANCE OF 276,00 FEET TO THE P,C. CF A CURVE; THENCE ALONG SAID CURVE TO RIGHT HAVING A RADIUS OF 20 FEET AND A CHORD SEARING OF NN472V48'E AND A CHORD DISTANCE OF 28,28 FEET TO THE P.T. OF SAID CURVE; THENCE S67'34'12"E A DISTANCE OF 113.19 FEET TO THE POINT OF BEGINNING, CONTAINING 1.25 ACRES OR 54,586 SQUARE FEET, MORE OR LESS. PARCEL 4 COMMENCING AT THE SE CORNER W 1/2, HE 1/4, NE 1/4, SECTION 7, T-1-N, R-12-W, THENCE N0223-03-E A DISTANCE Of 1289.44 FEET TO A POINT; THENCE N8728'54"W A DISTANCE OF 843.53 FEET TO A POINT; THENCE S02'30'41-W A DISTANCE OF 265.30 FEET TO A POINT; THENCE N87'34'12'W A DISTANCE IB 0 T 7 A POINT; '4WW A DISTANCE OF . 9 FEE 0 Pp THENCE 50225 05 CE OF 60 FEET TO A POINT, THENCE S8734'12"E A DISTANCE OF 16 FEET TO A POINT; THENCE SOY3O'41'W A DISTANCE OF 240.46 FEET TO A POINT; THENCE SBT33'5O'E A DISTANCE OF 110.00 FEET TO A POINT; THENCE S02'25'48'W A DISTANCE OF 121.40 FEET TO THE P.C. OF A CURVE AND THE POINT OF BEGINNING; THENCE ALONG SAID CURVE TO RIGHT HAVING A RADIUS OF 50 FEET AND A CHORD SEARING OF S199Y56E $3.78 FEET. THENCE ALONG SAID CURVE 99.32 FEET TO THE P.T. OF SAID CURVE; THENCE S36'55'48'W A DISTANCE OF 65.00 FEET TO A POINT; THENCE N$7'34'12'W A DISTANCE OF 253.24 FEET TO A POINT. THENCE N022W48'E A DISTANCE OF 111.70 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO RIGHT HAVING A RADIUS OF 20 FEET AND A CHORD BEARING OF N47'25'48•F. AND A CHORD DISTANCE OF 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE SBT34'12'E A DISTANCE OF 225.97 FEET TO A POINT, THENCE S81.39'26'E A DISTANCE OF 9.92 FEET TO iI:F. PCCYT OF OEoNHPQG, CONTAIN= 0,86 ACSES Or; 37,325 SQUARE FEET, MORE OR LESS. PARCEL 5 COMMENCING AT THE SE CORNER W 1/2. NE 1/4. NE 1/4, SECTION 7. T-I-N, R-12-W. THENCE N0223'03"E A DISTANCE OF 1289.44 FEET TO A POINT; THENCE N8728'54'W A DISTANCE OF 843,53 FEET TO A POINT; THENCE S02'30'41'W A DISTANCE OF 7.00 FEET TO THE POINT OF BEGINNING; THENCE S02.30'41'W A DISTANCE Of 258.30 FEET TO A POINT; THENCE N87.34'12'W A DISTANCE OF 16,09 FEET TO A POINT; THENCE S0225'48'W A DISTANCE OF 5 FEET TO A POINT; THENCE N$T34'12"W A DISTANCE OF 11d19 FEET TO THE P,C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20 FEET AND CHORD BEARING OF N42'34'12'W AND A CHORD DISTANCE OF 28.28 FEET TO THE P.T, OF SAID CURVE; THENCE NO2'25'48'E A DISTANCE Or 66.39 FEET TO 174E P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 38.00 FEET AND CHORD BEARING OF N87'34'12"W AND A CHORD DISTANCE OF 50.00 FEET TO THE P.T. OF SAID CURVE; THENCE S0225.45'W A DISTANCE OF 522.41 FEET TO A POINT; THENCE N87*33'50"W A DISTANCE OF 138.12 FEET TO A POINT; THENCE NO2'20'04'E A DISTANCE OF 69.69 FEET TO A POINT; THENCE S8756'56'E A DISTANCE OF 9.09 FEET TO A POINT: THENCE NOY3l'01'E A DISTANCE OF 430.91 FEET TO A POINT; THENCE 58T40'35'E A DISTANCE OF 24.00 FEET TO A POINT; THENCE NO2'31'M"E A DISTANCE OF $5.15 FEET TO A POINT, THENCE N87'2$'54"W A DISTANCE OF 59.02 FEET TO A POINT; THENCE N0223'04•E A DISTANCE OF 140.00 FEET TO A POINT; THENCE S8728'54'E A DISTANCE OF 255,81 FEET TO A POINT; THENCE SV45'04•E A DISTANCE OF 107.60 FEET TO THE PONT Of SEONUNC. CONTAINING 3.21 ACRES OR 139.804 SQUARE FEET, MORE OR LESS, GRAPHIC SCALE (IN FEET) 1 inch - 60 tt ArriZAS BQ 732 ••••� LA SIGNATU. ,. J DATE: SURVEYOR'S NOTES 1. DISTANCES ARE SHOWN N FEET AND INCHES AND DECIMAL PORTIONS THEREOF. 2, BEARNOS AND COORDINATE SYSTEM IS BASED UPON ►AOS MONUMENTATION. 3. IN ACCORDANCE "IN MOW 1N9tRtANCE RATE MAP - CCMMUNITY PANEL MlUM 050181 0011E - REVISED NOHOW 3. 1993. THIS TRACT OF LAND IS NOT LOCATED WITHIN THE 100 YEAR FLOOD PLAN. 4, THIS PROPERTY IS ZONIED PSD - PLANNED RESIDENTIAL DISTRICT. 5, EASEMENTS 91010 WITHIN MADISON NEWTS SUBDI'll" BOUNDARY OUTSIDE THE PHASE I AND PHASE I UNITS HAVE DUN DEDICATED AND PLATTED AS A PART OF MADISON HEI" SU8DM9ON - PHASE 1 AMENDED AS FLED N PLAT BOCK F. PAGE 764. 6, ERROR Or CLOSURE . 0.000 CERITIFICATE OF OWNER WE, THE UNDER910N10I DINERS OF THE REAL ESTATE SHOW AND DESCRIED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAD OFF, PLATTED AND SUBDIVIDED. AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE N ACCORDANCE WITH THIS PLAT. DATE OF EXECUTION NAME AODRM SOURCE OF TITLET D.R, BOOK 278, PIKE 553 -HST. NO. 57095 SOURCE OF TITLE: D.R. BOOK 278, PAGE 554 - INST. NO, 57090 SOURCE OF TITLE: DA BOOK 278. PACE 5u - NST. NO, 57097 SOURCE OF TITLE: D.R. BOOK 278, PAGE 555 - INST, NO, 57096 SOURCE OF TITS: DA BOOK 282, PAGE 177 - INST, NO, 57099 SOURCE OF TITLE: D.R. BOOK 504, PAGE 15 CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD 19_.. N PLAT BOOK PACE (S O) (NAME)-- CLERK -- ,'ERTIFICATE OF ENGIyEERI G ACCURACY 1, omn,,(•A„N/ EREBY CERTIFY THAT THIS PUT CORRECTLY REPRE NTS A PLAT MADE BY ATE• AND THAT ENGINEERING RE REPENTS OF THE UrU ROCIC SUB I•ASIW RULES AND REGULATIONS 4AVE BEEN COMPLWITH. DATE CK EXECUTION NAME, REd9TY� ENGINEER N0. ARKANSAS CERTIFICATE OF SURVEYING ACCURACY 1.� HEREBY CERITIPY THAT THIS PUT CORRECTLY RE TS A BOUNDARY SURVEY MADE OR VERIFIED BY ME. MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED TWIN. '7/A'SJI'1 / DATE Di ERE TON NAME, REGISTERED. PROFESSIONAL LAND SURVEIL_ ARKANSAS 1.24� CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITTLE ROLL SUSDIWSION RISES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, INS DOCUMENT IS HEREBY ACCEPTED. T95 CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. (SRP4E0) DATE OF EXECUTION L.R, PLANNING COMMISSION 1 DATE I BY I DESCRIPTION I DATE SHT I REFERENCE FINAL PLAT MADISON HEIGHTS SUBDIVISION - PHASE 2 The Housing Authority of the City of Little Rock FENNELL / PURIFOY ARCHITECTS DATE. MAY 17, 200D AMI ENGINEERING INC ACAD: FINPLOT ENGINEERS ' PLANNERS • SURVEYORS • PHOTOGRAMMETRISTS VEIN PLOT 201 Morkhom Center Drive PROJECT /: 9906043 P. 0. Box 25937 111 Little Rock, Arkansas 72221 (501) 227-7117 Fox; (501) 227-5755 SHEET; 1 o1 1