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HomeMy WebLinkAboutS-1146-A Map 5DISC IN PP REFERENCE P01 "+" IN CONCRETE X t48456 7733- 1214524.6604 ETEV.+s 327.94 O O O N DO N O (D O O I►-1 v z 705.00' 60' UTILITY t WNAGE EASEMENT 9 pw 0101_� 140.64'------------------------p6-------------- [9' \ \ ?orbs, Y 2:'lp P_ \ \ 45,00' C31�N.�'S NI�irN Af71110N MOCK?o � 0 M (BK.4 bG,t80) oo r z ( 4268 1 g89.44 z (DEED 129 9.0.) 584•'µ' 15' UTILITY h DRAINAGE EASEMNET '"7I X1POINT - - - - - - - - - - - - - - " - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I OF BEGINNING OVERALL -PHASE 1 PARCEL /1A I= 4� I N V Im W � � E 1214400 z I' m I " z I' N 0 ,AI r ;MZI,oN a1 •- zFIz1- " I �1 � I r1 J N 14 1 I E 1214319.9242 1 POINT OF BEGINNING NO2'23_49'E 394,81'--_-------i_- I ! Pty 4258 15' UNITY EASEMENT \ \ I - - - - - - - - - - - - - '� \ \ R - 15*09*37 500''I N R - 165.00' 150\y@\ / \ \7j) T - 21.96' +4 @�\��Q\ i G - 32'OY14' \ 2 S1f L . 43.66' R - 120.00' 90100,(;& \ "`^ T - 34.55' 0.00' \�\ L-67.27' \ �\ 1.42' �.08' N - STATE PLANE COORDINATESCO I- C4 I I POINT NORTHING EAST IRO DESCRIPTION lV ^1 I 42 1214524.6604 148456,7733 PLUS IN CDNCRETE 1 .5301 SETPNT t 148t69 gi 1213651.91 I I'•I 4201 l213651.913t 148174.5256 SETPNT II.z 4202 1213654.0331 148224.4807 SETPNT I " 4203 1213654.245t 148229.4762 SETPNT I MIN 4204 1213657. 1548 147928.6231 SETPNT I wle 4205 I213667:6907 148168.8516 SETPNT 0 4206 1213670. 3196 148228.7940 SETPNT I 3 4207 121368L,6370 148486.8417 SETPNT 1 J 4' I F I 4208 1213681 .9438 147671.9602 SETPNT E 1214100 I M ;1 '1 4210 1213751.4594 147671.9602 SETPNT 1 0 0 4211 1213761.9083 147802.6603 SETPNT '1 4212 1213764.0651 147853.4838 SETPNT 1 4213 1213767.0554 147923.9475 SETPNT CO it I CO 4214 1213790.5140 147723.9192 SETPNT 4215 1213799.3758 147635.8489 SETPNT 1 170• 4216 1213823. 3472 147850.9630 SETPNT 0 4219 1213836.7455 148166.6817 SETPNT < I 1 4220 1213838.8655 148216.6367 SETPNT I N70 �`f 4223 1213844,1772 147870.1020 SETPNT a224 1213846.2296 148469.8193 SETPNT I ��T�'f^i��' Nf 4225 1213855.87145 148145.8517 SETPNT \I ?•UO' \� NT 4226 1213859.69115 148235.7708 SETPNT 4227 1213868.4860 148442.9079 SETPNT p 6 \ `Y7 �'� 4226 12t3885.6291 147570.8485 SETPNT Pt/ 4247NV r 44 \ �. 4229 1213914:0396 147788. 3947 SETPNT SO 2 W IIW4 Pt/ 4246 4230 1213924. 10, 147866.7100 SETPNT 4231 1213925.3707 147623.5367 SETPNT 1 f0 N\ b 4233 1213930.8710 147796.3599 SETPNT L25.40j.00/0 \ ,� 1$@q 4234 1213935.80n 148142.4597 SETPNT 4° /ry. ,y\ ?O\ 009 4235 1213939.6233 148232.3787 SETPNT 4236 1213943.2392 147845.8800 SETPNT NO2'25'48"E 9s?O?\f e\ 4236 1213948.4061 148439.3277 SETPNT a 30.76 'BA 7t`\!Os\ Pt/ 4243 4240 1213956,6376 148161.5937 SETPNT I \ • 4241 1213958.7576 148211.5487 SETPNT b, p - 55*30'00" 4 \ y 4243 1213961.0624 147594.5141 SETPNT I r N R - Y0_00' w ry°j p \r4J, 4245 1213974.5068 148463,2425 SETPNT I T - 10.52' O \ \ 4246 1214006.3521 147654.2957 SETPNT 1 SETPNT L - 19.37' PGR� F� lD ?� S3 \ J 4248 1214077.1398 148458.970099 SETPNT 4250 1214275.8126 147781.7212 SETPNT 1 t/ 4 0� 01 SQ. Pt/ 4231 @@7$3• 762 SETPNT 4254 1214291.34251 3328 14831 8147.9898 SETPNT jh 00• /Y 4255 1214293.4532 148197.3449 SETPNT \ 42" ;214294.9461, 147760.8912 SETPNT 1 FU! 4229 4260 1214310.4668 148126.559 SETPNT H'j@•TV>)-\ �S' i 7 SETPNT 4261 1214314.2832 14821166.4788 SETPNT 1 $j• f \ 4262 1214317.098t 148282.8003 SETPNT w1 \ 4@•�f4r4.� \�•40,r 4266 1214367.0532 148280.6800 SETPNT ,^o '11 F l O 4267 1214370.1859 148463.5671 SETPNT I 12 SETPNT Z. aj 4274 1214314775P.3872 SETPNT 4273 3444. 0517 1483758.7712 SETPNT Iz I< 1213800 I � ",YU[__ m W Pt 4214 a ' R . 25.00 R - 20.00' �I T - 20.00' T < Z i N8 '34'12'w / y I z IA T - 20.00' ° N8r34'12"W L - 31 42' 9.34' qV I T - 23.39' gl h L - 31.42' N I 1. L ` 37.60' L - 31,42' _ N0225'S E 9i 18' /9.34' 5.81' � N,j@• \ RI I E 1213800 r 10' UNITY EASEMENT- - _1 - I - - -- ,_ - - ` --NO2Z5'S3_E - - - - 208.82'_ _ ".F�"O �. Pt 42 2Pt/ 421 \ $$ 85; 8 10' UIIUTY EASEMENT Pt% 4213 '1 ,F `50 R@ i \ N ,o y = I 144.34• 8 x - - r - - •-p Ty04'2 21.40 - (llj O• P ,a " I - - x I p p 119.94 I \ F p 13"48'32 �CV Ply 4210 \ m I I T "\ 77.40 I �\ . v N 1476 5 \ m 1 1( to' aDL4 1 C N 147828.5063 I I T - 76.7�i \\ ��` E 12t37786887 \ \ LEGEND 1 Nii ; I i• m F ' lF /►�4� 6.4T/ 1 o E f 213763.0052 L - \ AQ \ Ila o 01 R S't I w �L GRF�' Z N% _II Z I - I I o - 34� 934* \ \ 49S \ \ • PLACED SURVEY DISC ti P Q. R - 45.00' \ \ % aAS7 � z1 h�0 ; wI2 I L - 27.17 ro \ O FOUND IRON PIN i I .�) I F'$'T I �I M 11 's45 \\ tinder's / ''� ICI I I1 419f\ �BJ ■ FOUND CONIC. MONUMENT I L /.ti � I 1 „ to, unuTY EASEMENT �I o I z 7.00' 1 / 0' unuTr EASE nI / 258.30' Pl/ 4 �� / 42M LPt 4- _ �5,gy- - - l I ! ! I I 4oP \ POI 42aB ^NO2'30 4t 285.30' 5. - Pt/ 4204 I \ 6Wg1 \ I 16EINT ti 4L07 Pt/ {zo 9.14' A02'YY . 4 N T34'12'W 5 1� vl I \ \ ffq� SBr34'12" NO2 5 48 E, 6.76' "I J" 0 i I \ \ BEGuwING 1&09 PDo'4 I N r34'12"w LIMITS OF PHASE 1 "I 31 \\ \\ I P N 148199.5032 t 6.0 )' I w 1; \ \ I E 1213652.9731 POINT OF BEGINNING " 'e \ \ S PARCEL /3 I F I t, 'sa\ \ \\ I In OZ w I I n \ \ COk"4: � o 1lI// I I (w(\ �� \ N i, REFERENCE POINT r I I \ \ \ / DISC IN PAVEMENT M02W.TZ ' \1213500 ~ N 148502.7364 I 47.06' \\ NO599'4'E N�3 3 E 1213498.3310 NO2'26'44"E 394.46' 31 I2---------NO2j9--------`�-----------i--- ------------------------- ----- ELEV.=322.06 i f 10 UTILITY EASEMENT ------------------------T -- NO2D8382.79''44"E NpO 6 \ E 1213500 I I mil .I 1 1 1 1 4381 23.z�4 E \ FENCE :I I = N CDR. / II IN PP iz ro d ;Iw 0. a�/ rye I WIC I si I �I I Y / Ae 31 21 WI o%I WI LWzi .I al i F �1------ s I I =\� �g 12.70' 1=1 ►.Ft `'2i` ICI �I I NO2.3101"E I_____ �I �-------- -----� L° I I I "I ' O1 6103' 1 N_ 337.11' �I tI 66.15 F.F'p - af.t3'J L------------- 344_10_-------------J L--------215.79'-- D- in IS' UTILITY a< DRAINAGE EASEMENT 0 o C>N FOUND NO2' 1'01"E 430.91 W NO2.20'0#"E o 650 88 (DEED 651.3') PIN 1, n FOUND N t 1g2�34g2p ,e FOUND rn �rn \FOURO I f0_ p� I li� 5 z NO2'23'04"E 1 0.00 IRON PIN E t 1336_p C OS IRON PIN IRON m A� % ,1n�1f rn�✓ I y1 F! Ir! Vy� N 148302,20173 N 147871.b161 N 147072.0414 / T6�!I� F fO VII"7' V1 LI�1VV 1� FOUND N PI ( \ y9 FOUND E 1213345.3676 (� / w E 1213326.444tp N E 1213317.3598 Q (SK.4 P0, 192) I o O N t4850�9.7934 P�O.QO'" FO�U D N 148367.32 Z RON PIN`�9 Q O O O 0 O O O O O 0 O O N E 12133 9.1152 P S IRONIPIN E 1213372.2 a © ® ° 160 Pt E 12 3313 ® 1 OR. p . 4851'38 0 R . 7600' REFERENC75.11 E P01 R ` 38.00' - 117.9' \ DISC IN PAVEMEN L . 32 41' Mo 1 1 NN 148465.0910 -1- - - 20' $ETBACK� EI-1244W401.5400 / 0t/ 427 z 85 I } 5' UTILITY EASEMENT Pt/4266 -- - - - --------522.38-- - - - - - - ELEV.=328.21 � ------ / r 7 4 N+ JEFFERSON STREET N 147804.7906 1 o p. 228.508" E 1214337.3532 , E 1214321.8349 NO�15'4�'F`%58_�N J R _ S02.2649'W - - io' uIWNTr EASEMENr T . 65' o S02 25'4�"W 140.00 - 366-ao' P.O.B. I- - 8135' - n - 151.79' 66 38 Pt/ 4261 Pt/ 4260 PARCEL /4 N022 '4 90. I n 148310-rm.3326 \ Pt/ 426z \ � f - - �1'149"Y� - - - - '278 - - --I \ Pt/ 42 / 4254 5' UTI TY EASEMENT -g-- 125! 5' SETBACK p . 90'0001 - -20' SETBACK l a - 89.59'54- p- 89'59'59" I I R- 20.0L` a n R- 20.00' I I HI I R- 20.00' o R aD T- 20.00' 9 T- 20.00' T - 20.00' 1 ° I L - 31, 42' N8734 L - 31.42' L- 31,42' a l L 5.86' I- 1 I -- N-25'4---157.-_- 1� I `zW I 10' UTILITY EASEMENT ��?� ;�I 5 rl -137.oY---- 6�� 10.001�o<L 1 � . I I �q" I I M Y6 I I � I I r` li H 13�� I I I I N0225'441 e i i W I ',•{('"'( I I NO2.2745'E 71. ,J I L 61.50' J L- - =1 I W W i.� I C10_UTIITY E ; 10' UTILITY'= EASEMENT - ] I WI Iw - 1.75 W W ef,so' r 54.05' Z W L-5_UTIL. LAASILi 02�030}7'EI- -I ,� I_ I 4�rt---; I I �.s I 1 1 ;I� I� �N . I ^I =1 C'' PC t FS 5 " I" Is In 1 ri V of 4 j SQ. �J f' 1214100= I I # M 11- 1 2•a�hh cn Illl��� v1 F I N0r25'49'E I I I IfPt/ M 48 ;I 1 ¢ F�i „� o I NO2-25'49•E 20.00' I I I Z I nl I If r L-�20.38' 66,57' R' z W I I I NBT34'12'W I I L _61_50� J yam° °^ •?' \„�'� 36.65' J r I I I L_ - - - - - - - - - J 10' UTILITY EASEMENT Ijn S L, �N(L229748'E L_ NO2'25'TE�//��10' UTILITY EASEMENT -f' p . 90'00'00" n I p • 90.OS'42" 4�80 - ..] �- - 91.63' , r' ;Drwz-r p - 90iI0'00" R - 25.00' z5 00' R - 20 00 00" I R - 20.00' °H9i I T 25.06' �" i - 20,00' "I` i . 20.f0' T 20.00' al t/ 45 L 39.33' 20' SETBACK 9 L - 31.42- 1' .{ L - 31.42' _20' SETBACKS L - 31.42' �1 1 Pt/ 42 10' UTILITY EASEMENT f Pl/ 42I p� 4 - -�10' UTILITY EASEMENT - - - - - _ _ _ _ - - _ J L - - I- P11 NO2'25 48„E 276.CU 17.71 ZMAD 1N 147822.5985 2,2151 1213897.7515 NO2'25.48'E _ISON STREET NO2K548'E _ 3 - 325-54 ... 366.00' Colo: 7. - - - - - - - - t/ 4�24 ^ - -�10' U1,UTY EASEMENT \1L, Pt# 422b 14I 1 p- 8610'sz�SETBACK p- 901D0'00" f R $225 Pt/ 4223 r _ y-m421"W ---- 276.00'------- t/421 't{ 4219 - - -_ `IO' UTIUTY EASEMENT I p - qO CwOC - 20' SETBACK p - 9 *Do 00 w R - 20 00' R - 2 .00' VI LEGAL DESCRIPTION A TRACT OF LAND LOCATED IN THE NORTH 1/2 OF THE NE 1/4 O OF SECTION 7, T-1-N, R-12-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULALY DESCRIBED AS FOLLOWS; FOUND CONO. MONUMENT /SE COR,W", NET/4• I OVERALL -PHASE 1 PARCEL 3 V NE 1/4, SEq7 T-1-N, R-12-W SEGINNING AT THE SE CORNER, WEST 1/2. NE 1/4. NE 1/4, SECTION 7. BEGINNING AT THE SE CORNER, WEST 1/2. HE 1/4, NE 1/4, SECTION 7, N�4716 9 R-,-N, R-,2-w, THENCE N Or 23' OW E A DISTANCE OF 584,44 FEET T-I-N, R-12-W, THENCE N Or 23' 03" E A DISTANCE OF 1289,44 FEET E 1214471.0 75 10 THE POINT OF BEGINNING; THENCE N 8T 34' 12" W A DISTANCE OF TO A POINT; THENCE N 07' 28' 54" W A DISTANCE OF 843.53 FEET TO F 104.57 FEET TO A POINT; THENCE S Or 20' 28" W A DISTANCE OF A POINT; THENCE S Or 30' 41' W A DISTANCE OF 265.30 FEET TO A 18.74 FEET TO A POINT; THENCE S 3r 08' 49' W A DISTANCE OF POINT; THENCE N 87' 34' 12" W A DISTANCE OF 16.09 FEET TO A POINT; O In 75,00 FEET TO A POINT; THENCE N 50' 52' 53" W A DISTANCE OF THENCE S Or 25' 48- W A DISTANCE OF 55.00 FEET TO THE POINT OF = 3 46.00 FEET TO A POINT; THENCE S 37- 01' 53" W A DISTANCE OF BEGINNING: THENCE S 87' 34' 12" E A DISTANCE OF 185.00 FEET TO G6,00 FEET TO A POINT; THENCE N 52' 59' 50" W A DISTANCE OF THE P.C. OF A CURVE: THENCE ALONG SAID CURVE TO THE RIGHT HAYING A ~ 0 168.00 FEET TO A POINT; THENCE N 36' 5S' 4B' E A DISTANCE OF RADIUS OF 20.00 FEET AND A CHORD BEARING OF S 42. 34• 12' E AND Cz 0.00 FEET TO THE P,C. OF A CURVE; THENCE ALONG SAID CURVE TO THE A CHORD DISTANCE OF 28,28 FEET TO THE P,T. OF SAID CURVE; THENCE LEFT HAVING A RADIUS OF 50.00 FEET AND A CHORD BEARING OF S Or 25' 48' W A DISTANCE OF 276.00 FEET TO THE P.C. OF A CURVE; F- It 19' 57' 56' W AND A CHORD DISTANCE OF 83.78 FEET TO THE P.T.THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET M) AN A D DISTANCE OF N +7O AAID CURVE; THENCE N 02' 25 48" E A DISTANCE OF .01, FEET FEET AND A CHORD BEARING Di S 4T 25' L H D CHORD 3 "G A POINT; THENCE N BT 13' S0- W A DISTANCE OF 110.00 FEET TO 28.28 FEET TO THE P,T. OF SAID CURVE; THENCE N 8r 34' 12' w a :1 POINT; THENCE N Or 30' 41" E A DISTANCE OF 240,46 FEET TO A DISTANCE OF 59.34 FEET TO A POINT; THENCE N Or 2V 48" E A © POINT; THENCE N 87' 34' 1r W A DISTANCE OF 16.00 FEET TO A POINT; DISTANCE OF 70.53 FEET TO A POINT; THENCE N 87' 0 50" W A 'HENCE N Or 2V 48' E A DISTANCE OF 60.00 FEET TO A PONT; THENCE DISTANCE OF 110,00 FEET TO A POINT; THENCE N Or 30' 41" E A 'i Sr 34' 12' E A DISTANCE OF 16.09 FEET TO A POINT; THENCE DISTANCE OF 240.46 FEET TO A POINT: THENCE N 87*3-V 12' W A N 02. 30' 41' E A DISTANCE OF 265,30 FEET TO A POINT; THENCE DISTANCE OF 16.00 FEET TO A POINT; THENCE N Or 25' 48' E A i 8r 28' 54' E A DISTANCE OF 843.53 FEET TO A POINT; THENCE DISTANCE OF 5.00 FEET TO THE POINT OF BEGINNING AND CONTAINING v, Or 2S 03" W A DISTANCE OF 705.00 FEET TO THE POINT OF BEGINNING 1.192 ACES 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, NE 1/4. NE 1/4, SEC71ON 7, BEGINNING AT THE SE CORNER, WEST 1/2, ME 1/4, ME 1/4. SECTION 7, -1-N, R-12-W, THENCE N Or 23' WE A DISTANCE OF 1289.44 FEET TO T-I-N, R-12-W, THENCE N or 23' 03-E A DISTANCE OF 584.44 FEET 'iKE POINT E BEGINNING; THENCE S 44' 05' 12" W A DISTANCE OF TO A POINT; THENCE N 87' 34' 12" W A DISTANCE OF 200.56 FEET TO (j 205.12 FEET TO THE P.C. OF A CURVE: THENCE ALONG SAID CURVE TO A POINT; THENCE N Or 25' 49- E A DISTANCE OF 90,DO FEET TO THE Q. `HE 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 ^ ". 68' OU' OD" W AND A CHORD r DISTANCE OF ISTA FEET 6 38 P.T. ALONG SAID CURVE TO THE RIGHT HAVING a RADIUS a 20.00 FEET AND A CHORD V `'r Cs SAID CURVE; 1HENCE S Or 25' 49" W A DISTANCE OF 66.38 FEET BEARING OF S 47' 25 49' W AND A CHORD DISTANCE OF 28.28 FEET TO THE "0 THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING P.T. OF SAID CURVE; THENCE N 8r 34' 12' W A DISTANCE OF 335.00 FEET A RADIUS OF 20.00 FEET AND A CHORD BEARING OF S aT 25' 49" W AND TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A p DISC IN Q A CHORD DISTANCE OF 23.28 FEET TO THE P.T. OF SAID CURVE: THENCE RADIUS OF 20.00 FEET AND A CHORD BEARING OF N 42- 34' lr W AND A CHORD O 18" OA PI 8r 34' 12' W A DISTANCE OF 335.00 FEET TO THE P.C. OF A CURVE; DISTANCE OF 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE N Or 2V 48" E � THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET A DISTANCE OF 276,00 FEET 70 THE P.C. OF A CURVE; THENCE ALONG SAID CURVE )No A CHORD BEARING OF N 42' 34' 1r W AND A CHORD DISTANCE OF TO THE RIGHT HAVING A RADIUS OF 20.00 FEET AND A CHORD BEARING OF "8.28 FEET TO THE P, T, OF SAID CURVE; THENCE N 02' 25' 48" E A N 4r 25' 48' E AND A CHORD DISTANCE OF 28.28 FEET TO THE P.T. OF DISTANCE OF 207.14 FEET TO THE P.C. OF A CURVE: THENCE ALONG A SAID CURVE; THENCE S 8T 34' 12" E A DISTANCE OF 335.00 FEET TO THE CURVE TO THE RIGHT RAVING A RADIUS OF 25.00 FEET AND HAVING A CHORD P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS �2" Y LARNG OF N 47* 30' 09' E AND A CHORD DISTANCE Of 35.40 FEET TO OF 20.00 FEET AND A CHORD BEARING OF S 42- 54' It- E AND A CHORD JEFFERSON ST. '.HE P.T. OF SAID CURVE; THENCE S 87' 37' 00" E A DISTANCE OF DISTANCE OF 28.28 FEET TO THE P.T. OF SAID CURVE: THENCE S Or 25' 49" w 50' R.O.W. 102.72 FEET TO A POINT: THENCE N 89' 06' 05" E A DISTANCE OF A DISTANCE OF 276.00 FEET TO THE POINT OF BEGINNING AND CONTAINING `.93.08 FEET TO A PANT; THENCE S 87-28' 54- E A DISTANCE OF 2.713 ACES OR 118,155 SQUARE FEET MORE OR LESS. 43 154.62 FEET TO THE POINT OF BEGINNING AND CONTAINING 2.611 ACES \1 (P 113.740 SQUARE FEET MORE OR LESS. DISC,11N PARCEL-1 A PARCEL 5 BEGINNING AT THE SE CORNER, WEST 112, E 1/4. NE 1/4, SECTION 7. BEGINNING E G AT TCORNER, WEST 1/2, NE 1/4. NE 1/4. SECTION 7. T-1-N, R-12-W, THENCE N 02 23' 03 E A DISTANCE OF 534.44 FEET TO T-I-N, R-12-W, THENCE N Or 23' WE A DISTANCE OF 554." FEET PP THE POINT OF BEGINNING; THENCE N 8r 34' 12" W A DISTANCE OF TO A POINT; THENCE N 87* 34' 12' W A DISTANCE OF 200.56 FEET Q 150,56 FEET TO A PANT; THENCE N Or 25' 49' E A DISTANCE OF TO THE POINT OF BEGINNING; THENCE N 87' 34' 12" W A DISTANCE OF 284.00 REFERENCE POINT 522.34 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO FEET TO A POINT; THENCE S Or 20' 28" W A DISTANCE OF It8.74 TAN 7& T {9" W A DISTANCE OF 00 BEARING T A NT� THENCE S 3 OB I TAN a ET BE G OF FEE TO POI 1 FT HAVING A RADIUS .OI) FEE D CH iE LE G OF 38 DISC IN A 26' 51' 38" E AND A CHORD DISTANCE OF 31.43 FEET TO THE P.T. FEET TO A POINT; THENCE N 50' 52' 53' E A DISTANCE OF 46.00 PA' EM THENCE (F' SAID CURVE; THENCE N 44- 05' 12" E A DISTANCE OF 206.12 FEET FEET TO A POINT; THENCE S 3T 01' 53" W A DISTANCE OF 66.00 10 A POINT; TNCE S Or 23' 03' W A DISTANCE OF 705.00 FEET TO FEET TO A POINT; THENCE N Sr 59' 50' W A DISTANCE OF 108.00 N 1 470 56.3791 THE PONT OF BEGINNING AND CDNTAINNG 2.138 ACES OR 93,140 SQUARE FEET TO A PONT; THENCE N 36' ST 4W E A DISTANCE OF 190.83 FEET E 121420 .2239 FrET MORE OR LESS. TO THE P,C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20,00 FEET AND A CHORD BEARING OF N 64' 40' 48' E AND ELEV.=360.95 A CHORD DISTANCE OF 18.62 FEET TO THE P,T, OF SAID CURVE; THENCE PARCEL 2 S 87' 34' 12' E A DISTANCE OF 345.25 FEET TO TO THE P.C. OF A CURVE: EECINNING AT THE SE CORNER, WEST 1/2. E 1/4, NE 1/4. SECTION 7, THENCE ALONG SAID CURVE TO TE RIGHT HAVING A RADIUS OF 20.D0 FEET ! 1-1-N, R-12-111, THENCE N Or 23' WE A DISTANCE OF 1289.44 FEET AND A CHORD BEARING OF S 47 40' 41" E AND A CHORD DISTANCE OF 2823 FEET TO THE POINT OF BEGINNING AND CONTAINING 0.8D8 ACES OR n O ITO O hd ,9• i END FENCE 0Y5" 10 A POINT; THENCE N 87' 28' 54" W A DISTANCE OF 8a3.53 FEET TO 35,159 SQUARE FEET MORE OR LESS. A POINT; THENCE S or 30' 41' W A DISTANCE OF 7.00 FEET TO THE FONT OF BEGINNING; THENCE S BY 45' 04" E A DISTANCE OF 165,58 FEET TO THE P,C. OF A CURVE; THENCE ALONG SAID CURVE TO RIGHT HAVING A RADIUS OF 25.00 FEET AND A CHORD REARING OF S 40- 39' 38' E AND CERITIFICATE OF OWNER ., CHORD DISTANCE OF 34.16 FEET TO THE P.T. OF SAID CURVE; THENCE S 02' 25' 48' W A DISTANCE OF 207.32 FEET TO THE P.C. OF A CURVE; WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN THENCE ALONG SAID CURVE 1O THE RIGHT HAVING A RADIUS OF 20,00 FEET AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE AND CHORD BEARING OF S 4r 25' 48" W AND A CHORD DISTANCE OF LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY OFF, 28.28 FEET TO THE P.T, OF SAID CURVE; THENCE N Sr 34' 12' W A PLAT AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH DISTANCE OF 185.00 FEET TO A POINT; THENCE N Or 25'48" E A THIS PLAT. CASTANCE OF 5,00 FEET TO A POINT; THENCE S 8T 34'12' E A DISTANCE OF 16.09 FEET TO A POINT; THENCE N Or 30' 41' E A DISTANCE OF 258.30 FEET t0 THE POINT OF BEGINNING AND CONTAINING SIGNED, I I I I ACRES OR 48.385 SQUARE FEET MORE OR LESS. DATE OF EXECUTION NAME ADDRESS SOURCE OF TITLE: D.R. BOON( 278 PAGE 553 - ONST. NO. 57095 SOURCE OF TTLE: D.R. BOOK 278. PAGE 554 - INST. N0._57096 SOURCE OF TITS: D.R. BOOK 278 PAGE 554 - INST NO 57097 \ SOURCE OF TITLE: D.R, BOOK M. PACE 555 - INST. NO, 5709.8 SOURCE OF TITLE: D.R. BOOK 282, PAGE 177 - INST. NO. 57099 SOURCE OF TITLE: D.R. BOOK 604, PAGE 15 CERTIFTHISDO CATS NU RECORDING SURVEYORS NOTES RREICOU°DOp1MENT. NUMBER _ 19_-1N PUT FOR PAGE IARE. DISTANCES ASHOWN N FEET AND INCHES AND DECIMAL PORTIONS NEREOF. -----• --�- 2 BEARINGS AND COORDINATE SYSTEM IS BASED UPON PAPS MONUMENTATON. (SIGNED) 3 IN ACCORDANCE WITH FLOOD INSURANCE RATE MAP - COMMUNITY PANEL NUMBER (NAME)-- CLERK OSO1B1 0011E - REVISED NOVEMBER 3. 1993, THIS TRACT OF LAND IS NOT LOCATED %THIN THE 100 YEAR FLOOD PLAN. CERTIFICATE OF ENGINEERING ACCURACY 4. THIS PROPERTY HAS RECENTLY BEEN RE -ZONED FROM R-4 - TWO FAMILY DISTRICT P) PRO - PLANNED RESIDENTIAL DISTRICT. I.- CL-'�y^n� 7 DOW CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PUT MADE BY ME, 5 EASEMENTS SHOWN WITHIN MADISON HEIGHTS SUBDIVISION BOUNDARY OUTSIDE THE AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE PHASE I UNITS ARE ALSO DEDICATED AND PLATTED AS A PART OF THIS PLAT DOCUMENT. ROC( SUBDIVISION RULES AND REGULATIONS HAVE BEEN DAMPENED WITH ) DATE OF E TON NAME. REQ ENGINEERR NO.NO._,jsjJ.=- ARKANSAS CERTIFICATE' 1OF SURVEYING ACCURACY HRE�EERY CERITI'Y THAT THIS PLAT CORRECTLY REFIRE MONUMENTS A BOUNDARY SURVEY \VILUr..y!✓ WADE LL VE IST A 8Y NE, ALL ECTLSHOHEREON THATOUIRED ALL EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING D REGULATIONS OF HAVE LITTLE ROC( �6pp SUBDIVISIOFN RULES AND EIXUunoN(�s\iHAVE BEEN COYPUEo r7 DATE OF EXECUTION NAME. N REGISTERED, PROFESSIONAL (j LAND SURVEYOR ,r ARKANSAS m ` GRAPHIC SCALE CERTIFICATE FINAL APPROVAL PURSUANT S. THEE ALL O ROCK SUBDIVISION RULES AND AND OF 60 0 30 40 120 240 REGULATIONS. HAVING BEEN COMPLETED, IRIS DOCUMENTf THE CONDITISIS E EBYOVAL BEEN ACCEPTED BIBS CERTFICAIE IS HEREBY EXECUTED UNDER THE AUTHORITY OF' SAD RUBS AND REOULATONS. (SIGNED) ( IN FEET) DATE OF MCUTON L.R, PLANNING I inch - 60 TL COMMISSION REFERENCE POINT DISC I PAVEMENT N 147224.8555 E 1213489.6575 Ft 6�304.82 MONROE ST. 50' R.O.W. 0 3 \ NY iA N I-\1 LL Fbl_ND CON=: to M UMENT N 147221,7014 E 1213290.8488 H N O In 3 NT51-1 M 11/10/97 JRL REV, EASE. S. OF 14TH, ADDED EASE. NE COR. PAR. 1, REV. EASE. PAR. DATE BY DESCRIPTION REVISIONS FINPLAT.DWG DATE SHT REFERENCE FSIP41 I �•••., FINAL PLAT OF '••.,10 r MADISON HEIGHTS SUBDIVISION - PHASE 1 0= The Housing Authority of the City of Little Roc FENNELL / PURIFOY ARCHITECTS 4S - PLANNERS • SURVEYORS • PMUIUI XA.MMLII` 201 Markham Center Drive P. 0. Box 25937 4 Little Rock, Arkansas 72221 (501) 227-7117 Fax: (501) 227-5755 DATE: SEPT. 5, 1997 ACAD: FINPLOT VIEW. PLOT IPROJECT /: 9607036