Loading...
HomeMy WebLinkAboutS-1146-C Map 5REFERENCE IN COF !1L 14$456•a E 1214524. 0 �GO z M C9 R' S N I11 HT 0 o O Off- 7J ® oo (BK,4 DG,180) C z _Pt 4268 1 g89.44 z DEED 129 .01) -) .1 584,44' 15' UTILITY tr DRAINAGE EASEMEET I 60' UTILITY & .10� O O DRAINAGE EASEMENT .�( 11 o O o F ggggg444 �i 11 J+ ^ InIn Ip S02'23'03" ''pp '33'4'W IOA 110.08.08' 100, S°2303'w81.25' _ - - - - - - __ - - FENCE 7_ ci E 1214400 O. y_` I a 90'05'00' 3 I I Q Disc REFERENCE PSI 0 = 48'51'38" I R = 7s.00' a ^ 3I I ro IN PP DISC IN PAVE�1dNT R = 38.00' T = 117,9 gg,37' 1 N 148465.091P 1 T= 17.26' L= n7.92' nd 1 n I� L = 32.41' - -r- - - - � - - - Z Z 1 ALUMINUM SURVEY CAP m E 1214401.54 D� 427 4' SE BACK m I PAGIS MONUMENT �t 4- t o E 12144 ELEV.=328.21 �?tN 4266 - 5 -UTILITY EASEMENT -� �,' - 1 1� /--y�-------41022<,=4j3-E-----------522.38'-------- -1 Flz N 147180.64 `N P 67 h` / N 148170.4 pt/ az7a I POINT OF BEGINNING E 1214259.31 i 0= 226'51\38" 26'S1'38"E E 1214337.353E JEFFERSCN STREET N 147804.7906 r ELEV.-360.03 E 1214321.8349 PHASE 2, PARCEL W L NO2'2 E_ 96. 56' I U 31.43' - d2 W 10' UTILITY EASEMENT R = 38. 0' 3 - 502'25'49"W - EFC- T = S02'25'49"W ta0.00' 3s6.DD' 4s.0o' 81.35' -1 Il N42'34'12" N0225'49'E 394,81' N 3 II I 151J9� 66.38' G'--------^--------'----------------^�--- I 542'34'11"E PIN 4260 S68'00'00" Pt/ 4261 NO2'25' 9"E P(N' azs S 02'25'49' W Pt/ 19000 4""' UTILITY EASEMENT \ N 145310, 3326 69.20• 1 F9SEME 28.25' .� - - - - - - - 9D.D 488iS9- - - - O C I - - - - S 5'"4 9 " W - 2 i �, -. ! 1 : , \ - - _ _ _ - - - 3 8 83 9' - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ ` \ A - 15' ° 9 $ 7 E 1214343.2892 I �Pt 426E _ ' I'� 1 F O I \ - 54T25'49" 0 ✓U - ,yS4T25'49" \ R - 165.00' 1 N 1 / 28.28' Pt/ 425 IN � 28.28 N IN 4 50 .A / \ \ \,16 14' SETBACK II w L l4' SETBACK w t 4251 14. o �\ .A ,9 77. i -- h I = 90'0()'0 � c� I `� In 0 = 89'59'54' I i }o\ c - 32roT14' \ SITE L - 43.66' .I R = 809'0509,59" 5 m T = 20.00' �� �,� I� R - 20.00 A = 90,00'OO��F� R - t2o.00' ry T . 34.55' R W N 5' UTILITY EASEMENT T = 20.00' R = 20,00' L - 67.2Y \ I wl I T= 20.00' e1 L= 31.42' l 1 I - 1 \ -1 L = 31.42' e L L = 31.42' T = 0.00' \ \ \ L•ZS'4�E 71 0' 25y31 J L N0225'49'E - 102.1T L 87.02' - - J L = 1.42' / \ - \ n zl IS' UTILITY EASEMENT N8T35b, 51.57' 1 m w r _ O.BB' 20' UTILITY EASEMENT p 1�I'� O I l l 1 86.50'- - 127.9E - - - - 'o EASEMENT O ! I 31 W 1 5 1 61.50 - r 0.00 E I I CD I �00 20.0�0 W IN N NI N Flo (n 1 alSl IL" ^� eJ 1 Q N w 'RI I STATE PLANE COORDINATES I O ,� rl ^ ((�� I 17 a M F PIINT NORTHING FASTING. DESCRIPTION z l N I I I zl Y \� m I w H- Ey I^ 3 147078. 04142000 1213317. 35975000 FiP I m w n NO2'2'4 -101 w w W w Q chi ro ` '� n W Z ; S 148302, 20725991 1213343. 36757638 FNDPNT 1 Z i% I r E10_UTILITY EAS MEN 10' UTILITY E M _ - ] a W' .v m . */ x' 5 uiK. EASE 1.75 , „ I A. N 6 14830E 23423936 1213369. 34798076 FNDPNT W z I - l w ~ f m N 4y" 4 7 L48367. 32080462 1213372. 25296423 FNDPNT E 1214100 1 m _ w FKI L- 02-23'37"E r 56.50' S4.05' N n H Q' ; 5 O)' $ l •� F v ^ G 8 148369. 91398465 1213313. 29032310 FNDPNT I 1t Qw,o Q' n 9 N0509, 79337407 1213319. 11516561 FNDPNT IQ M z i ~n n ; I- pip .� N � 4200 140L69. 53014403 121365L.70114787 FNDPNT 1 I rv� I 1 (nN I I N �l �' J 1/1 p7d' 2 4201 148174. 52564761 121363E 91314794 FNDPNT o e LLLL�' z O' F i b h 'v FNDPNT 4 1 �m 1 r O a w a -. I 1 U _p• 420E 148224, 48068336 12L3654. 033t 4865 0 E 12141 D Z I m 07 4204 148229, 47619694 1213657. 15483610 FNDPNT z m 4204 N7928. 62309800 1213637. 15483610 FNDPNT l '^ F m1 I �i -I > Im 1 I:- N 1 I 7'A)),f 4205 148168, 85157649 1213667, 69070198 FNDPNT i 1 I �Vl ; r l 'a ✓ QG7ut, 4206 L4822°. 79401486 1213670.31963879 FNDPNT 4pr 4207 1484g& 84173624 1213681. 63701548 FNDPNT / Pt/ 4 40 l �l 1� NO2'25'49"E rr M r 1 •S. '1' 4208 14e493. 83609836 121368E 94377203 FNDPNT i I NO2-25'49"E 20.0, °� ,m 0y^ y 7 42LO 14767E 96022993 1213751,45941707 FNDPNT n I HI l ^ 'pn - f-7.200.38' J 1 = 5 2 P(y 4247 0 �'V`O \ i• 4211 147802. 66029174 1213761. 908313e9 FNDPNT l I I Y 1 TO 66.52' NO "E 1� 2* Pt# 4246 421E 47831 48383833 1213764. 06513095 FNDPNT W o• ^' R,(W 42t3 L47923, 94753289 1213767.05542341 FNDPNT I Q m /ry0 a� d u ,� y'V Pt / 19�\ `SJj, 4214 147723, 91924338 1213790. S1400608 FNDPNT I �•' =I IN02'25'48"E N87'34'12'W I L 56.SD' J /�yh pp w 19.4 ' 10.5 ' 5.00' - - -140.16_ - - - J 38.65' J w �25,40"�AQryo NJa J6\ is 1 5' UTILITY L _ - - - } 20 �0 " O EASEMENT 10' UTILITY EASEMENT 1 'UTILITY EASEMENT _ SJ O- - - - - - - r - - - - - - - - - - - - - - - -� 7 \ \ I� IL43 L " - NO2'25'4B"E 91. 1 N0225'IB'E 99.50' NO2'25'48"E 193.50' NO2'25'4B"E f 9� B, ,.,90'082"soB9D'00'00 = 90'00'00" 3 90'00'00" m3o.7s' "ab In25.06' =' I I R = 20.00' "' R = 20.00' `gin m p = 55'30'00" m n "' T = 20.00' MI "I T = 20.00' nn 5' UTILITY EASEMENT T = 20.00' " o R = 20.00' 9 L P9.33' CI I L = 31.42' y azao L = 31.42' m� L = 31.42' Pt# 4236 T = 10.52' II "E � N4T25'4B"E z N42'34'12"W14 TBACK N42'34'12"W PIN 4241 10' UTILITY �ASEMENi 14' SETBACN•�A _ 28.28' / L = 19.3T 10' UTILITY EASEMENT - _ _ _ �_ T-(- - - - - - - - - - - - - - - - PtN 4 N64-40'48"E Pl 423�1 - �s'2a - / NO2 25 4-8 E 276.00 N 3 NO2'25 48"E 207.14' p - Pt 423a Pt a230� PtN 422�3 tfis2' �j U STREET - Noz zs'aa"E - 366.00' O 77.25' 20• \ \ 7gorS \ 4247 147774 93277770 1214011.20236590 FNDPNT 4258 L47760.891LB764 1214294,94663968 FNDPNT L9000 L47652,10342702 1214290.32933580 SETPNT L9001 147664.00364431 1214006.74094906 SETPNT PtN 4243 19002 u7804. OB083833 12137'52, 221 U5837 SETPNT 19003 L47813. 656033L3 1213523, 31022704 SETPNT -'VT t9004 147794. 52201647 1213502. 48021234 SETPNT 19005 147682. 92464000 1213497.74423775 SETPNT 19006 L47863. 61106938 1213525.43021588 SETPNT \ ` J 19007 147884. 44108133 1213506.2962OL75 SETPNT \ 1900e 148160. 19073769 1213517. 99847833 SETPNT Y�/• L9009 L48179.32475435 1213538. 82849303 SETPNT ,. ,q�," 19010 148229. 27979060 1213540.94848L87 SETPNT 19011 L48250. 10980255 121352E 61446774 SETPNT l L9012 148316.43585599 1213524.62921584 SETPNT pIN 4Y28 L9013 148318. 55585011 1213474. 67417901 SETPNT I 19014 147796. 72523085 1212"'.-87^802 SETPNT j 19015 L47802.409372t2 121__ _21. SETPNT u.l 19016 L48498. 55382165 12135. .. 67, -,1 SETPNT 01 n �I E 1213 111.5544 1 E 1213882.2332 0i/ 7 \ O PI 4227 PtN 4226 PLM 4225 S 90 \ �� CO N PtN 4223 2j1OJ•\T '6'�• \ .� ��. S02'25'48"W 207.32' S02.25'48"W 276.00' - - - I w \ ^ z 17JT----------- Pt# 4219 -- EASEM--g----1r--- -, PtN 4216 `^ FT \ 1a FPt#i2ff34 �54725' Pt/ 422� / 28.28?� EN! •`14' SETBACK TIC 347' J 14' SETBACK 28.28' 1, S tl p = 90.00'00" w 1 28.28' l \� \ E 1213800 10'52" 90'00'00' 1 RWR = 20.00' �m = 9 •0000"21Hz� R- 20.00' i Im na 5 UTILITY EASEMENT n w 4' • 00' T = 20.00' ^ R = 2 , 00 N8;'34'12"W PLN a2ta �\aT= 20.00' l p m �p T= 00' a I \ 0 39' ., L = 31.42' m a 59.34' ry.60' 2s.00' aV9��22V5 g 104.4 c L� 31.42_ 0 15' UTILITY L"ASEMENT .41 J --NO2'25'S3_'E- - --j L = 31. 25.81' I` S°q/i 5�6.- �� \ \ N I I I- -1 l� ry u 00 O 95.97' PLN 421 / E 121 Q N - - - - 20' UTILITY EASEMENT L - - - 1 V7' 21 vj -- ------ `v B7.19 PtN 4213 O p-� .rS3'� PtN 421E / 0•sO WB4 \ b ( Q ri w (NO2'25'S3'E�4.34' /I F� - - - 119.9q'- - - -� \- '�" 2 4 Q2T`,i'48" \ y „ �P 4 0 \ I In 1 m w I f U6 a n N / LJ m1900 1 a.4o p. 13-48'32 \ NBTJ4T 2"W 10' ��f( p 2� 063 IR - N 121377 .6 \ w 1A vi i Jy�� m w 11 6.47I O E 121 7P.0052 I L - 99. t2r\\ \\\ LEGEND w ; a (�ti 19.34' 1J1%d E 7273778.6087 al I I R - wis•3p' I \ \ • PLACED IRON PIN O w " w ml W Ini I T 14,01, I \ ,P \ M I I 1 1 w * w ;1 w DI I w l I L- 27.17' 1 \ \\ O FOUND IRON PIN �1 S i _ N 1 t n1 T W P NT NNIN SS\ \ ^I 9`•' "� 7N022s48E I� PH 2 L /4 a'Wf \ sB ■ FOUND CONC. MONUMENT I NO2'25'53"E 1ap Xt5' UTILITY EASEMENT F LIMITS OF PHASE 1 P = w °, ' 06 \ \r 6 J.88 a` 10' UTILItt EASEMENT m1 NO2� 2 E - In S81'39'261E I •( „1 \ °rzY \t°w' yV z42 = i 979' I 1 c \ rr 7.00 10, TILITY EASEMENT PlN 42 6 N 4205 - 116yy- - - f / ~ n. I N \ @ \ 75.75' - 258.30' P4N 4200 - - Q'I d' 1 Vi OR,g7� \ • \ tN 4204 •.. PIN 42U NDZ•.il'ai L ✓15.Y� -� ° 1-iWTY EA5E1! PtN#420 I Pt s="2 l 11' T10xZ7' N Q3�fi 2'W ,^n1 n, �'°° w $ I Nsrsa'1� Sot V'48- S8r34'120E p� �M� �TT OF BEGIN11I11G ( I 16.09 I I 16100' S02-25-WW�I S 1 NLAX M pmm a1 1 S02'2S'49- 1 at99 501.. �S'� 7.42• ,gl Iw F I I I it T 11 -1 t' l�Iz sETBAac.' °' {�2� S N An I =1 12' SETBACK - I - _ - -- soz - W 231.01' _ _ _ _� h l� � :I I � s' UTIL EASE. I 1 M \ � \ \ I �, I �I - To unL EnsE. J I T SETBACK �I 31 \ \ W I rl li 5' UTILITY EASEMENT 12' SETBACK 1-o" r� 32 �A` - I �; t8l °D \ \ 1 ZI I.$ s'UTWnEASEYENr W w11 Q �ly dr9o00' I R I a90'00'00' W� Z \ ` \\�I y1 b 90 00 00 It ,`� Cr90 00`DO" �v C 10' UTILITY EASEMENT ! r ES R- = ci Pto W16 ,I R-20.00 I R-20.00 x 8 1GR it Ton. 00 I I Ton 20 00 WI = \ \ B%C o K i gl S' UDL EASE. Ton 00 Ton-20.00 i31 I$ 4 45 50• I 4D W 1 L-31.42 Pto 1-m10 L131.4E ° i 1 � 0 L131,4E L131,4E x '1- \\ �. I � _ N{7319 1 NITjS• 43L. �14' SETBACK N4T31.12•W Pt/ I N4 L�1 0 14' SETBACK -tl- N y I REFERENCE P N i ` _ aF_ - P 11D008 _ _ =-� l- - - - - - �G 1�= =- _ - P / 9oas �J=L t/ 19oos "°ii. N. NO7*54.44•E E 1213500 1 / I DISC IN PAVE Y R'2 48�E a 1TY UTILITY T 267.00' - - - - - - - - \ /i-s•99' I N 148502.736 vy too12 Pt/ 19o°e Pt/ 19007 Pt/ I!)004 i10?A25#B E- 111 N0229'_E _W.59_ _ _ - - _ _ _ _ - i _ _ _ Pt/ IY011 E 1213498.33 a27ru'18"--------------------------� -- E 12135 0 R-38 �*•b"W - - _ N0225'48E MONROE STREET - 5022548'w 34062' \ ELEV.=322,061 T 1{0.00' 1 s 366.Oo• 44.90' I 1 Nox 44 E No .0t.E \ MO ' E 14740.5 16 I 1 43.8V 2323' \ $ 84.111 P Pt/ 19014 N FENGE I \ -. - _ - - _ _ - _ _ - _ - 6222.4i•- 39a01'- of 'Wf asc \ \ J / 91.28'_ J- LLTW ZAiMKNT- 6,74' \ I s' unuTY eA9Eyo4r 4' SETBACK T I 1.4 in a/W/ f.57• \ IN PP 8' UTILITY EASEIIElIi I I N d� �I W �¢ a sETBAac3I I� 1 'I IZ I I'=I o 333 5012255_.1 W ,B2.24 9394' ✓ w/z% 1' 00' r1 21' \ 1 ------ - Z 10' UTILITY EASOIENT - _ NT 1Q04-Q18 -- 837-3--,r------ 369.N' ALUMINUM SURVEY CAPWIZ�h. ml�I f�`pI IL-----�7'X,------ w 10' UTILITY 4i rIa67MT- - - -96' _ ?gl c to E 12183431556 p,GRF'S z 1 al i Pt/7 Pt/6 -1= ELEv,.334.47 zl m ,7 ' Pt/5 ( I-----_-----7iA4.9T--------,�-___-� / I I Z I ! 5i i 66.19 LYo 1s•urWTYB DRAINAGE EASEMENT PLNq L-,t.�s'J L-------------s49.o6'__--_--__----_- L.----- tllO2`SI 010E I- _ s6.6r _ ,� '- _ ---215.79'- Pl/ 19015 15' UTILITY G DRAINAGE EASEMENT IRON Pw NO2' t'01 "E 430,91 W Pt s NO2.20'0' "E ) �iY �j �650 8p8 (DE D 651.3' FOUND N 118301.234E FOUND !)rn FOUND N6i/N 10, O Y 1► iV['� 1\n' f�� PLN02'23'04"E t 0.00Pt/6 11448PIN=.2o73�13s69.3480 �g,SD IRON PIN 87 � IRON N /1 t �O 10 �I�IV I�Vtr� o FOUND FOUND E 1213315,367 0) N 14787t,b161 N 147J372,0414 /Y/F' IRON Pol I I � � t/ i ONREGOROE E t2t332 ,a4 o N E 1213317.3598 o SK,4 PG. 192) E 12133 A17 52 P P 9� PIN 91 N 148367,3 GO ®i v©V Q O Q O O Q O I O rn E 1213372.2 �� E 1 3313 (2)z z z z U) fV 00 ao Z FENCE 11/4, SEC1,7 7-1-N, 0 O O D 18" _OA)ISC IN JEFFERSON ST. 50' R.O.W. NA D75G�In PP \ O �71 REFERENCE POINT DISC IN PAVEMEN N 147066.3791 E 121420 .2239 O ELEV.=36Q.95 O LJ O L W CE POINT E 1213489.6575 -ELEV--=�/304.82 MONROE ST, 50' R.O.W, �\ 1n \N LL F-\F _ND CONIC. 1n MONUMENT = 3 N1147221.7014 �E) Q� E 1213290.8488 to �� 9 3 N \a I LEGAL DESCRIPTION A TRACT OF LAND LOCATED IN THE NORTH 1/2 OF THE ME 1/4 OF SECTION 7, T-1-N, R-12-W. LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULALY DESCRIBED AS FOLLOWS; OVERALL PHASE II LEGAL PARCELS 3, 4 & 5 COMMENCING AT THE SE CORNER W 1/2. NE 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 NB72e'54"W A DISTANCE OF 84353 FEET TO A PONT: THENCE S02'30'4t"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 N8734'12'W A DISTANCE OF 16.09 FEET TO A POINT; THENCE SC225'48'W A DISTANCE OF 60 FEET TO A PgNT; THENCE S8734'12"E A DISTANCE OF 16 FEET TO A POINT; THENCE SOT30'41"W A DISTANCE OF 240.46 FEET TO A POINT; THENCE S87'33'50"E A DISTANCE OF 110.00 FEET TO A POINT; THENCE S0225'48"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 83.78 FEET; THENCE ALONG SAID CURVE 99.32 FEET TO THE P.T. OF SAID CURVE; THENCE S-%'W48"W A DISTANCE OF 65.00 FEET TO A POINT; THENCE N8734'12'W A DISTANCE OF 253.94 FEET TO A POINT; THENCE N0225'48E A DISTANCE OF 111,70 FEET TO A PONT; THENCE N8T35'50"W A DISTANCE OF 1La8,12 FEET TO A POINT; THENCE N0220'04'E A DISTANCE OF 69.69 FEET TO A PONT, THENCE S87'56'56"E A DISTANCE OF 9.09 FEET TO A POINT; THENCE NOT3t'01"E A DISTANCE OF 430.91 FEET TO A POINT; THENCE S87'40'35"E A DISTANCE OF 24.00 FEET TO A POINT; THENCE NO2'31'01'E A DISTANCE OF 66.15 FEET TO A POINT; THENCE N8728'54'1Y A DISTANCE OF 51,02 FEET TO A POINT; THENCE N0223'04'E A DISTANCE OF 140.00 FEET TO A POINT; THENCE S8728'5,4"E A DISTANCE OF 256,81 FEET TO A POINT; THENCE S83'45'04% A DISTANCE OF 107.60 FEET TO THE POINT OF BEGINNING, CONTAINING 6.48 ACRES OR 282.3445 SQUARE FEET, MORE OR LESS PARCEL 2 COMMENCING AT THE SE CORNER W f/2. NE 1/4. NE 1/4, SECTION 7, T-1-N, R-12-W, THENCE M0223.03"E A DISTANCE OF 584.44 TO A POINT; THENCE N8734'12"W A DISTANCE OF 200.56 FEET TO THE POINT OF BEGINNING; THENCE S0225'49"W A DISTANCE OF 109.00 FEET TO A PONT; THENCE N8734'48"W A DISTANCE OF 283.83 FEET TO A POINT; THENCE N0220'28'E A DISTANCE OF 109.02 FEET TO A POINT; THENCE S87*34'12"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 3 COMMENCING AT THE SE CORNER W 1/2. NE 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 PONT; THENCE S02'30'41'W A DISTANCE OF 265.30 FEET TO A POINT; THENCE N8734'12'W A DISTANCE OF 16.09 FEET TO A POINT; THENCE S0225'48'W A DISTANCE OF 55 FEET TO THE POINT OF BEGINNING; THENCE 50225'48•W A DISTANCE OF 5 FEET TO A POINT, THENCE S87'34'12E A DISTANCE OF 16 FEET TO A POINT; THENCE S02'3O'41•W A DISTANCE OF 240.4.6 FEET TO A POINT; THENCE S8733'S0•E A DISTANCE OF 110,00 FEET TO A POINT; THENCE 502'25'48•W A DISTANCE OF 70.53 FEET TO A POINT; THENCE N87'34'12"W A DISTANCE OF 2W.85 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 N42'34'12'W AND A CHORD DISTANCE OF 28.28 FEET TO THE P,T. OF SAID CURVE; THENCE N0225'48'E A DISTANCE OF 276.00 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-E AND A CHORD DISTANCE OF 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE S8734'12"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. ME 1/4, NE 1/4. SECTION 7, T-1-N, R-12-W, THENCE N0223'03'E A DISTANCE OF 1259.44 FEET TO A POINT; THENCE N8728'54"W A DISTANCE OF 843.53 FEET TO A PONT; THENCE S02*30'41-W A DISTANCE OF 265.30 FEET TO A POINT; THENCE N8734'12'W A DISTANCE OF 16.09 FEET TO A POINT; THENCE S0225'48"W A DISTANCE OF 60 FEET TO A POINT; THENCE S871.4'12'E A DISTANCE OF 16 FEET TO A POINT; THENCE S02*30'41-W A DISTANCE OF 240.46 FEET TO A POINT; THENCE S833'50'E A DISTANCE OF 110.00 FEET TO A POINT; THENCE S0225'48"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 BEARING OF S19-57-56"E $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 N87'34'12"W A DISTANCE OF 253.94 FEET TO A POINT; THENCE M0225'48•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 N4725'48"E AND A CHORD DISTANCE OF 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE S8734'12"E A DISTANCE OF 228.97 FEET TO A POINT, THENCE S81.39'26'E A DISTANCE OF 9,92 FEET TO THE POINT OF BEGINNING, CONTAINING 0.86 ACRES OR 37.325 SQUARE FEET, MORE OR LESS. PARCEL j COMMENCING AT THE SE CORNER W 1/2. NE 1/4. NE 1/4. SECTION 7, T-I-N, R-12-W, THENCE NO2'23.03"E A DISTANCE OF 1289.44 FEET TO A PONT; THENCE N8728'54-W A DISTANCE OF 843,53 FEET TO A POINT; THENCE $02'30'41"W A DISTANCE OF 7.00 FEET TO THE POINT OF BEGINNING: THENCE S0230'41"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 N8734'12"w A DISTANCE OF 113JI) 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 N0225'48'E A DISTANCE OF 66.39 FEET TO THE 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 60.00 FEET TO THE P,T. OF SAID CURVE; THENCE S0225'48'W A DISTANCE OF 522.41 FEET TO A PONT; THENCE N8T35'50"W A DISTANCE OF 138.12 FEET TO A PONT; THENCE N0220'04'E A DISTANCE OF 69.69 FEET TO A POINT; THENCE S8756'56'E A DISTANCE OF 9.09 FEET TO A POINT; THENCE N073l'Ot'E A DISTANCE OF 430,91 FEET TO A POINT; THENCE S8T4O'35"E A DISTANCE OF 24.00 FEET TO A PONT; THENCE NO2.31'01'E A DISTANCE OF 66.15 FEET TO A PONT: THENCE N8728'54'W A DISTANCE OF 59,02 FEET TO A POINT; THENCE NO2'23'04"E A DISTANCE OF 140.00 FEET TO A POINT; THENCE 58728'S4"E A DISTANCE OF 255.8E FEET TO A PANT; THENCE S83'45'04% A DISTANCE OF 107.60 FEET TO THE PANT OF BEGINNING, CONTAINING 3.21 ACRES OR 139.804 SQUARE FEET, MORE OR LESS, GRAPHIC SCALE 0 30 60 120 ( IN FEET ) 1 inch - 60 IL D BY: KDV BY: JHM ) BY: DRV .n RY nRV RVEYOR'S NOT 1. DISTANCES ARE SHOWN IN FEET AND INCHES AND DECIMAL PORTIONS THEREOF. 2. BEARINGS AND COORDINATE SYSTEM IS BASED UPON PAPS MONVMENTATION. 3. IN ACCORDANCE MYH FLOOD INSURANCE RATE MAP - COMMUNITY PANEL NUMBER 050181 0011E - REVISED NOVEMBER 3, 1993. THIS TRACT OF LAND 15 NOT LOCATED WITHIN THE 100 YEAR FLOOD PLAIN.4, THIS PROPERTY IS ZONED PRO - PLANNED RESIDENTIAL DISTRICT, 5. EASEMENTS SHOWN WITHIN MADISON HEIGHTS SUBDIVISION BOUNDARY OUTSIDE THE PHASE I AND PHASE II LIMITS HAVE BEEN DEDICATED AND PLATTED AS A PART OF MADISON HEIGHTS SUBDIVISION - PHASE 1 AMENDED AS FILED IN PLAT BOOK F, PACE 764. 6. ERROR OF CLOSURE . 0.ODO CERITIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE MTN THIS PLAT, SIGNED, DATE OF EXECUTION NAME ADDRESS SOURCE OF TITLE: D.R. BOOK 278, PAGE 553 - INST. "NO, 57095 SOURCE OF TITLE: D,R, BOOK 278, PAGE 554 - INST. NO, 57096 SOURCE OF TITLE: D.R. BOOK 278. PACE 554 - INST. N0. 57097 SOURCE OF TITLE: D.R. BOOK 278, PAGE 555 - INST. NO, 57098 SOURCE OF TITLE: DA BOOK 282, PAGE 177 - INST. NO. 57099 SOURCE OF TITLE: D.R. BOOK 604,-PAGE 15 CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER - FILED FOR RECORD 19_" IN PLAT BOOK o.rr (SIGNED) (NAME)-- CLERK �- CERTIFICATE/0F GIEERI�`G 'yACCURACY 1.'y��"HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRE NTS A PLAT MADE BY ME, AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMKP WITH. .:Z/u 0SIGNERzj- ,/ 1-Lg '" IL DATE Y -EXECUTIaN NAME, REGISTERES Z%S ENGINEER NO, ARKANSAS CERTIFICATE 0. SURVEYING ACCURACY 1,�`1=•�! Y!%'L^•`.'_p'Q[Ij.�", HEREBY CERITIFY THAT THIS PLAT CORRECTLY RE TS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPUED WITH./ZL�id j DATE OF ElE 111 NAME. REGISTERED. PROFESSIONAL LAND SURVEY ,{1¢� ARKANSAS 11 CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITTLE ROCK SUBDIMSON RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT 15 HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS, (SIGNED) DATE OF EXECUTION L.R. PLANNING COMCAST CABLE*e40'N OF ARKANSAS 4609 CAMP ROBINSON RD. NORTH LITT ROCAR 7 11 -3605 to-/-oo 2 DATE { BY I DESCRIPTION i DATE ISHT I REFERENCE 1 FINAL PLAT MADISON HEIGHTS SUBDIVISION - PHASE 2 he Housing Authority of the City of Little Rock FENNELL / PURIFOY ARCHITECTS ® DATE: MAY 17, 2000 AMI ENGINEERING, Ii�IC� ACAD: FINPLOT ETSNGINEERS • PLANNERS • SURVEYORS • PHOTOGRAMMETRISVIEW: PLOT 201 Markham Center Drive PROJECT y: 9,906043 P 0 4 Box 25937 (501) 227-7117 Little Rock, Arkansas 72221 Fax: (501) 227-5755 SHEET: 1 of 1