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HomeMy WebLinkAboutS-1146-D Map 9REFERENCE POW "+" IN CONCRETE (a® O Q -u1A8456.7733---------- .� 1214524.6604 ELeV,m 327.94 O i O d�E1VY POINT OF BEGINN RCEL 01 S02'23' "W z i z 705.00, N b I 60' UTILITY & p 1 1t, DRAINAGE EASEMENT O 0 C ,�\ , '/ 1 O W 502'2S'03' 0) 1. ' 3'03'W 1 1' iL i 8 25 5022 929 G t• ? ai'� /;-___ � --t'- i HgaS �i_8_�59 E-22641_________________ _ i I ENCE Os� �+1• >� 1\ 50. ______ 513•z6.12-W �COR. p = a8'S1'38" 9 . 90'05'00' DISC TO REFERENCE POI R = 38.00' IN PP DISC IN PAVE �AEINT r = t7.26' +_RT - 75.U0' 3 L - 32.41' - 117.9 �. 53.3 N 148465.091b L . „7s2 no 12444401.54001 i27 4266 _-_-_-_ -_-___ 4' -SET --- - _-_-_-__ -_-_sSR 27 EI ELEV.=32 1 ' ° ' ••.------5` 1lDCITT'E1t5EtBER7" • ., -------------------- ------------'------------- ------------ 8.2 ---------1 01 / - �402•'$€i4•a"E------------ --522�.4s'-------------------------------- 1/ .4�67 1'7 '. 7 - F- W W 05 VT 3 = O O b F 0 5 77, 25' 1 s �: L• 2aa1'3e"E N 1 17 JEFFERSON STREET N 147804.7905 ' NO2'YS'49"E 96.56 , ' I J R - 228'S1 138 j/.u, E t2ta337.3532 F R 38. 0' ': - 3 $U2'25'49'W E 121a321.83a9 10 UTILITY EASEMENT T = "- 140.00' - -_-_-_-_-_ .QU-_-_-_-_-_-_-_-_-_-_ I - I $02.25'4 W o _______� 61.3s 151.79' 66 38$ PARCEL 4 ,' Pt/ 4261 I${2'J4hti Pl/ 4260 % NA?%Fi'69'I ' N t810.326 4262_ 28 •,\� _.- �r-_1-�-9W�I_-_-_.28921 7-? `w._- . 4�4 42_ Ptj 42 � S, LLiA 4SETBACK 2a28T i'S\$80_0.�00-�,- 14' SEg�1# ; IL 0J� V 9Doob15 = , 89'59: < NI I - R - 89'59'59' 20.00' I 5 . �I R - 20.00' ;^ T - 20.00 � n n b b ^ ? 1? b R - 20.00' iI I T - 20.00' ! R W :I L = 31.42' N ; 5' unun EASEMENT " T = ( JO'42' „ L - 31.42' , I L_{_401=46_E-_ 71AQ' ��}t _� i_-tY25'49•E____________________- V- ----- 15' UTILITY EASEMENT N8734'11'W ________ ¢ i I i Lzii I '88' 20' UTILITY EASEMENT 51.57' ___ __ 1 S UTILITY ,0________7'[Y.�-2'________ 1 EASEMENT I I ;I ul Sw I 61.50' 10.00' $I Q �i �•Q' I 3 Nl �/•1�A[V i 1 P� X ✓^ Ho 1 I R 3 I 16 AflNO2-25 b I ',y n i N022T4s'E 71.74' I i S6.50' i ---k' 44'E .------- it D4 i f.b I 1 f0' UBUTY EAE'EME 'I 10' UTILITY EASEMENT i,.i W.-------------------- 7I W 5 �I. n .EASE.s6.5o' s' u Ls4.os' ' N " 17 _-_____-_____� 0223E ___ 5.00 W- HCl I � I F I Y 1 z-- 3 M 1 ^3 • f N no - o I II E zl� tOCtl <� W) `1��5950E z 1214 jo 1 ti N022548'E / Pl/ N 48 N0225'49"E 20.00, k, I / 20.38' , z O (8K.4 PG.180) O I � 1289.44 z 1 PAR to PARCEL 10 b O 1. O 1. N o LLI O .a 3w1 a • 31;;y i w;a mm Z F'2I- z,, Pt/ 4274 _ N' J N 147759.831' 1214519_924 / t/ 425E - 1 1 1LObP? Oj I IPj i R . 20.00' T = 20 00'\ T L 31.42' i I+ Uri i 0 tT7,08' i N O ~ W 3 N + OLn N Ni fn i W if n on Z '' m r Vlo W16 a 3' zn - C F �;- �; d I n - ^ Z ZI i 110, 3 r w ONTO I iV/V �I�IV O o O M z DEED 129 .0') I 584.44' 15' UTILITY & DRAINAGE EASEMNET 15' UTILITY EASEMENT 0 ^ n{ I s I I NO2'25'18"E N87'34'12'W , ;''°"' yryt `, JjO ' ; I 1_r__________: y 1 1 ✓•rJ' 38_65. I�` ;''25_40:, .fP,•'o0 ,,N``. > $• i J 1 5' UTRJn ' 19. 10. 5.00 _____ __ ___ L�_______________________-�Y'_�________________J ___ ___ W I _ yµ'yry. , l�\O"` S0, 49• O -____ __-_. f ' "' -'- -' - -}' ' 1 UTILITY EASEMENT Nj9, 0N' O I EASEMENT I 10 UT1UTY EASEMENT___________________________________________________________________________________________ _I J �__ ____ 9 I �_ ________ ' ' . F TY N0225'48"E SSS _____________�,_��_��__.,_ r_T ' NO2'2S'48'E 98.50' ' ' N ------ --- 193---- , ct r 9` ,^y I G = 90'08'42 Aoene'+¢ w W , r rw�zs a69�0'00'00 0 90'00'00" : 0 = 90'00 00" I i so.76' B�?7� `,, <6Pt/ 4243 G°P I T 25.06'� R - 20.00'^I R 20.Q0' IF�j R - 20.00'0 nl y p = 55'30'00" X i; I T - 20.00' I J " T . y0.00' A'.^;! 1 5' UTILITY EASEMENT T 20.00' , I f; o R _ 20.00' S 7 •0 s, 1 Pt/ 4�45 L - 39.33' i. �' ' ' = 31,42' ^'^i I L = 31,42' '^ 1 vt/ a2 "'1 °' L OA'`• '`i' 47'30'09E +I i L = 31.42 ), F�t/ 4240 >i L o I4' SETBACK T - 10.52' /'4� 1tl ppjj{� ��,,J1 N4 •s4'12`w O ii' pr'TBACK N{2'Ssh2"W I PI/ 12 1 N472j'48'E 10' UTILI EASEMENT ���_ 1 L . 19.37' '`4g- 10• unun_EASENEHL_-�-'--- --- IUII;. ♦I �a2L�- -----r -- ---�----------- SJ _I -________-___ __y .- r__________________ Pl/ 4 ,�N64'4p'48'E `• - NO2'25'48"E` 207.14' YYY -Pt 4234 NO2`2548 E 276.00 Pt 4 30 I /`-tee2' �5� Pt/4231 6075 '\ Pt/ 4229•., `N, POR Ft. 6 T N t I n N 147822.5955 z E 1213897,7515 90 . 1 t O O \ 55 �, F,a 4228 NO225'48"E - 3 I MADISON STREET NO2'25'48'E - 3 \ NJey`f�E,4 `��s, sc•• /! _-___-___-_-_-_-_-_ 52SS� _ W� _.__-_-_ _ 366,00' bQg-_-_ �` ♦e er. T.��C N 148514.3634 N 147823.4465 E 1213911.35M I E 1213882.2332 , \7� )90 •� s o O Pt/ 4227 Pt/ 4226 Pl/ 4225E Pt/ 4223 I ?�.os�iRF •8,7. ,'`�- .° �• soz'z5 4s w 20� 32 - \ Pt 421E '__' J4 _-__-_S +5'� 'VMi7ftU8"SLAW-�---------------- Z7s.o--------_------------ --- -------- ------- ------- I - �h0` 4 ----''-`----- t/ 42t s4DyB�er� 16� /3iYrE - a YSETB'dc9ElAEN'i64a Pt 422#1' ' 7 28.28' , W 14' SETBACK ; Tn S� `1 htH12 3414' 0" ( p = 90'0000" �. ;,; j$$ W 1 a - 86'10'52" R = 20.00'0 ) R W I R - 20.D0• ?Q-^,7 N TI nl "P p . 9 '00'00"', W I `v la - 25 00' o bD' T 20.00' n+1 ,n 5' UTILITY EASEMENT W R - 2 .OU x N8'1'34'12mW iL'�T_PGY 4214 T - 23.39' T 20,00 In; XI L 2' �� I !r T 00 OO ; I L - 37.60' 00'_3ii.2�'9S N$ �4K `31.42 L_ __-�7AENT ___J L______I�`'_E�.70'� i~'_____@0.$>- 31-_7_�.5r_ i 1 = ; N 1 - -- _ 15 UTILITY E _ n Go 1 E 1213800 - zo unutt EASEMENT In ' - ' -- ---------------- -- I------- ei:iNt ---- . •Pt/ 4213' NO2'25 4 I ' F "______OU225-'�Si 7M.34' T�' '^ `____________ ; I8 wl F f_.J .« 119.94 L� !+"v �i__�^ N, 72.40 n N I N87'34'12'W 10' °p i �� g M n M VI ti 1 6.4T/ , I ,•�.F o 5� i(W I .w z ' N 147 I _ E 121 cl I N022TWE N4 S4 i jr 15' UTILITY EASEMENT r 3 n! n N� '. I ' 00 �' i ^1 10'UTILITY EASEMENT =;� i z 7.00' 10' TIUTY EASEMENT ' _,fir_____-___� I I- r__ -_ 258.30' Pl/ 42 / 42W / 4205 _____J2ft9l:-____________ 11 Pt/ a NO2'30'41"E 265.30' Pt/ 142U7 Pt/ 4 T I Pt 4 0 - _-_-_ --- _ 240.46 / N87'3412-W �; m; 204 I^ 5.00' 1,6 02 I- Lo � 3 W ci ' I/ d D~N c G^ i 1 REFERENCE POINT DISC IN PAVEMEN' N N 148502.7364 E 1213498.3310 ELEV.=322.06 o 1 .4 ' E 1213500 N ,FENCE DISC 1 COR. IN PP L N W i d WI N 1� z 00 Q F I >; nl o liM E LIMITS OF PHASE 352.79' 394,46' Y W�- PAGIS MONUMENT #1004-0189 L; ALUMINUM SURVEY CAP ?I N 148157,59 E 1213431.56 R: ELEV.=334.47 - 1t000- N n ^ 1R PW 00 _ 00 FOUND N 1 8301.2342 E 1 13Uil:3480 FOUND NO2'23'04"E 1 0.00 N 148302.2073 CN Do Ic FOUND IRON PI L OQ\ G 68 RCN PIN E 1213345.3678 6N 148 .7934 P �.Q FOUNDN 148367.320 Z E 12133 9.1152 P } IRON PIN E 1213372.25 �O�P Ze E1213329 910 NO2' 1'01"E 4330..1 9 ) © e O So 1 6 FOUND IRON PIN d N(n N 147871,11716, t` E 121332� 444*e OD I O \& `•113'48 R - 5Q'QO' T 76.71'` L = 99.32' c - 34.35'34" R - 45.00' 7 - 14.01' L- 27,1T 3 z F n 10' UTILITY EASEMENT 12.70' j Pt/ 42101 0 JC, A c is Nls 9 I� i W E 1214400 `a PAGIS MONUMENT #1004-0188 rl ALUMINUM SURVEY CAP (N ++ N 147180.64 E 1214259.31 ELEV.=360.03 �` - 15Y19' ry R R - 165.00 7 - 21,96' a - 32'07'14' y„ L - 43.66' s?js� T - 34.55' L - 67.27' ., STATE PLANE COORDINATES POINT NORTHING EASTING DESCRIPTION Dl D 42 148456. 77325100 1214524. 66038WO PLUS. IN. CO 4200 148169.53014403 1213651. 70114787 SETPNT 4201 148174. 52564761 1213651. 91314794 SETPNT 4202 148224. 48068336 1213654. 03314865 SETPNT 42133 148229. 47618694 1213654.24514872 SETPNT 4204 147928. 62309800 1213657.15483610 SETPNT 4205 1481643, 85157649 1213667. 69070198 SETPNT 4206 148228. 79401486 1213670.31963879 SETPNT 4207 148486. 841736,24 1213681. 63701548 SETPNT 77 SETPNT , 4 0 4148493.8 609836 3213751.459 707 ,2 208 3 E 4211 14780 .66028174 1213751.4594170E SETPNT 4211 147853. 48383 33 12t3764. 9G03138906513095 SETPNT 4212 147853. 31424075 1213764. 06147555 SETPNT 4212A J47853. 31424075 121376& 06/47555 SETPNT 4213 147923. 914753289 1213767.05542341 SETPNT 4214 147723.91924338 1213790.514D0608 SETPNT 4215 147635.84887833 1213799.37576189 SETPNT 4216 147850.96801734 3213823.34715245 SETPNT 4219 148166, 68170075 1213836. 74546602 SETPNT 4220 148216. 63673651 1213838.86546673 SETPNT 4223 14787a 1OZO3135 1213844.17716704 SETPNT 4224 148468. 81931595 121''1846. 22964BU SETPNT 4225 148145. 85169617 1213855.87948003 SETPNT 42n 148235. 77075052 3 21?859. 69548131 SETPNT 4227 148442.90785151 1211868.48600252 SETPNT 4228 147570. 84852711 1211885.62507418 SETPNT 4229 147788. 39467807 3211914.03563004 SETPNT 4230 147866. 71003022 123:1924, 10522424 SETPNT 4231 347623. 53672259 1213925.37371010 SETPNT 4233 147796. 35989561 1213930-871018% SETPNT 4234 148142. 45968503 1213935. 80753724 SETPNT 4235 148232. 37874939 1213939.62353851 SETPNT 4236 147845. 88001563 1213943. 23923826 SETPNT 4238 148439. 32772146 1213948.40607587 SETPNT 4240 148161. 59369905 1213956.63755182 SETPNT 4241 148211. 54873480 1213958. 75755253 SETPNT 4243 147594. 51405183 1213961.06242796 SETPNT 4245 14B463. 24247484 1213974. 5D683739 SETPNT 4246 147654. 29573W 12140M 35205465 SETPNT 4247 147772. 93277770 1214011. 20236590 SETPNT 4248 148458. 97091280 1214077. 13980417 SETPNT 4250 347781. 72120223 1214275.81262567 SETPNT 4251 147831. 67621874 1214277. 93307976 SETPNT 4254 148147. 38984315 1214291. 33279369 SETPNT 4255 148197. 34485%6 1214293.45323778 SETPNT 4258 14776a 89118764 1214294. 94663%8 SETPNT 4259 147850. 810132W 121429a 76309007 SETPNT 4260 148126. 55972782 1214310.46679343 SETPNT 4261 148216. 47877293 1214314. 28324809 SETPNT 4262 148282. 80029366 1214317.09814761 SETPNT 4266 148280.68004107 1214367.05317267 SETPNT 4267 148463. 56706995 1214370. 18592300 SETPNT 4268 147752. 38722888 1214495.33127263 SETPNT 4273 148308. 72120943 1214381.25503442 SETPNT 4274 147758.77118693 1214344.90167544 SETPNT E 1213800 LEGEND • FOUND SURVEY DISC O FOUND IRON PIN ■ FOUND CONC. MONUMENT 7Y ¢ OR aNq 9`F 1� fNr B/C Z-08'4 \121'5500 47.06' J F c 15' UTILITY & DRAINAGE EASEMENT O rl I FOUN NO2'20'0A # I O V U f U II V /I l \ I C EED 651.3') z IRON PIN I -� TH� fy o N 147072.0414 � 1 1 E 1213317.3598 O (8K.4 P 192) O O O O O Q Q � III I m 6 LEGAL DESCRIPTION 1 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 coN . MONUUENT'I OVERALL -PHASE 1 Wi N 1 4 E 1/4 NE 1/4, SEC 7 T-1-N' BEGINNING AT THE BE CORNER, WEST 1/2, NE 1/4, HE 1/4. SECTION 7, PARCEL 3 T-I-N, R-12-W. THENCE N 02' 2Y 03" E A DISTANCE OF 584,44 FEET R-12-W _ TO THE POINT OF BEGINNING; THENCE N 87' 34' 12" W A DISTANCE OF BEGINNING AT THE SE CORNER, WEST 1.0, NE 1/4. NE 1/4. SECTION 7, N-(4_188.43 9 1 484,56 FEET TO A POINT; THENCE S 02' 20' 28' W A DISTANCE OF T-1-N. R-12-W, THENCE N 02' 23' 03" E A DISTANCE OF 1289.44 FEET E 1214471.0 75 118.74 FEET TO A POINT; THENCE S 37' 08' 49' W A DISTANCE OF TO A POINT; THENCE N 87' 28' 54' W A DISTANCE OF 843.53 FEET TO 75.00 FEET TO A POINT; THENCE N 50' 52' 53' W A DISTANCE OF A POINT; THENCE 5 02' 30' 41• W A DISTANCE OF 265.30 FEET TO A 46.DD FEET TO A POINT; THENCE 5 37' 01' 53' W A DISTANCE OF POINT; THENCE N 87' 34' W W A DISTANCE OF 16.09 FEET TO A POINT; O � 66.00 FEET TO A POINT; THENCE N 52' 59' 50" W A DISTANCE OF THENCE 5 02' 25' 48' W A DISTANCE OF 55.00 FEET TO THE POINT OF 3 168.00 FEET TO A POINT; THENCE N 36' 5V 48' E A DISTANCE OF BEGINNING; THENCE 5 87' 34' 12" E A DISTANCE OF 185.00 FEET TO O 65.00 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A LEFT HAVING A RADIUS OF 50.00 FEET AND A CHORD BEARING OF RADIUS OF 20.00 FEET AND A CHORD BEARING OF 5 42' 34' 12' E AND OI N 19' 57' 56' W AND A CHORD DISTANCE OF 83,78 FEET TO THE P.T. A CHORD DISTANCE OF 28.28 FEET 70 THE P.T. OF SAID CURVE; THENCE W A TAN 7. T TO THE P,C. A CURVE; OF SAID CURVE; THENCE N 04 25' W E I DISTANCE OF 50.8E FEET S 02' 25 48 DISTANCE OF 2 6 W FEE OF T MIN A RA T T THENCE ALONG SAID CURVE TO THE RICH HAVING NUS OF 20.00 FEE TO A POINT; THENCE N 87. 48 12" W I DISTANCE OF 4.0F FEE TO E E A POINT; THENCE N 02. 33' 50' E A INSTANCE OF 114.0 FEET 70 AND A CHORD BEARING OF 5 SAID C25'URVE: E: WAND A CHORD DISTANCE OF A POINT; THENCE N 02' 30' S0" 7Y A INSTANCE OF 114.46 FEET TO DISTANCE FEET TO THE P.T. OF AND CURVE: THENCE N 67' 34' E W A I A POINT; THENCE N 02' 30' 41' E A DISTANCE OF 240.a6 FEET TO A INSTANCE OF 55.34 FEET TO A POINT; THENCE N 02' 25' 48' E A 1 T T A POINT: TAN 7. T T A POINT: THENCE N 87' 33' 50" W A PANT THENCE N 87' 3{' 12" W A INSTANCE OF 6.00 FEE 0 Pd DISTANCE OF 053 FEE 0 q THENCE N 02' 25' 48" E A DISTANCE OF 60.00 FEET TO A POINT; THENCE INSTANCE OF 114,00 FEET TO A POINT; THENCE N 02' 30' 47' E A S 87' 34' 12" E A DISTANCE OF 16.09 FEET TO A POINT; THENCE DISTANCE OF 240.46 FEET TO A POINT; THENCE N 87'34' 12' W A �\ N 02' W 41" E A DISTANCE OF 265.30 FEET TO A POINT; THENCE DISTANCE OF 16.00 FEET TO A POINT; THENCE N 02' 2V 48" E A L] 1 S 87' 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 S 02' 23' 03" W A DISTANCE OF 705.00 FEET TO THE POINT OF BEGINNING 1.196 ACRES OR 51,655 SQUARE FEET MORE OR LESS. A" CONTAINING 14.199 ACRES OR 618,492 SQUARE FEET MORE OR LESS, O PARCEL 1 PARCEL 4 BEGINNING AT THE SE CORNER, WEST 1/2, HE 1/4, HE 1/4, SECTION 7, BEGINNING AT THE SE CORNER, WEST 1/2. HE 1/4. HE 1/4, SECTION 7, v vT 1 T-1-N, R-12-W, THENCE N 02' 23' 03"E A DISTANCE OF 1289.44 FEET TO T-1-N, R-12-W. THENCE N 02' 23' 03'E A DISTANCE OF 584.44 FEET THE POINT OF BEGINNING; THENCE S 44' OS' 12" w A INSTANCE OF TO A POINT; THENCE N 87' 34' 12' W A DISTANCE OF 200.55 FEET TO Gj 206.12 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO A POINT; THENCE N 02' 25' 49" E A DISTANCE OF 90.00 FEET TO THE IN FT HAVING A RADIUS FEET AN A CHORD BEARING OF 1� G. E LEFT G AD US OF DISTANCE EE D EARN PANT OF D CURVE SAID POINT ALSO BEING P.C. OF A CURVE: THENCE A 66' D 00' W AND A CHORD DISTANCE OF DISTANCE FEET 6 THE P.T. BEARING SAID CURVE 5' THE RIGHT AND HAVING A RADIUS OF 20.00 FEET AND A CHORD OF SAID CURVE; THENCE $ 02'HE CE ALONG W A DISTANCE OF 66.38 FEET BEARING OF A 47' 25' 49" W AND A CHORD INSTANCE OF 28.28 FEET TO THE O3C TO THE P.G. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING P.T. OF SAID CURVE; THENCE N 87' 34' 12" W A DISTANCE OF 335.00 FEET m A RADIUS OF 20.00 FEET AND A CHORD BEARING: OF 5 47' 25' 49" W AND TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A O DISC IN A CHORD DISTANCE OF 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE RADIUS OF 20.00 FEET AND A CHORD BEARING OF N 42' 34' 12" W AND A CHORD N 18' OA �- 87' 34' 12" W A DISTANCE OF 335.00 FEET TO THE P.C. OF A CURVE; DISTANCE OF 28.28 FEET 70 THE P,T. OF SAID CURVE; THENCE N 02' 25' 48' E THENCE ALONG SAID CURVE TO THE PoGX7 HAVING A RADIUS OF 20.00 FEET A DISTANCE OF 276.00 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE I AND A CHORD BEARING OF N 42' 34' 12" W AND A CHORD DISTANCE OF TO THE RIGHT NAMING A RAONI$ OF 20.00 FEET AND A CHORD BEARING OF 1 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE N 02' 25' 48' E A N 47' 25' 48" E AND A CHORD INSTANCE OF 28.28 FEET TO THE P,T. OF S �-, DISTANCE OF 207.14 FEET TO THE P.C. OF A CURVE; THENCE ALONG A d+ SAID CURVE; THENCE $ 87' 34' 12" E A DISTANCE O 335.00 FEET TO THE •r, z CURVE TO THE RIGHT HAVING 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 ?• BEARING OF N 47' 3W 09' E AND A CHORD DISTANCE OF 35.40 FEET TO OF 20.00 FEET AND A CHORD BEARING OF S 42' 34' 11' E AND A CHORD JEFFERSON ST, THE P, T. a SAID CURVE; THENCE S 87' 37' oo" E A INSTANCE aF DISTANCE OF 29.28 FEET TO THE P.T. OF SAID CURVE; THENCE 5 02' 25' 49' W 50' R.O.W. 1 102.72 FEET TO A POINT; THENCE N 89' 06' 05" E A DISTANCE OF A INSTANCE OF 276.00 FEET TO THE POINT OF BEOINNIaU AND CONTA9NN '1 1546622 FEET TO THFEET TO A E POINT OFNBEGiNNNG2AND CONTAINING2.6110E 0ACRE5 2,713 ACRES OR 118.155 SQUARE FEET MORE OR LESS. OR 113,740 SQUARE FEET MORE OR LESS. Ul I" PARCEL 1 A PARCEL 5 PP I BEGINNING AT THE SE CORNER. WEST 112. HE 1/4• HE 1/4, SECTION 7, BEGINNING AT THE SE CORNER. WEST 1/2, HE 1/4, ME 1/4, SECTION 7, T-1-N, R-12-W, THENCE N 02 23. 03 E A DISTANCE OF 584.44 FEET TO T-I-N, R-12-W, THENCE N 02' 23' 03-E A DISTANCE OF 584.44 FEET THE POINT OF BEGINNING; THENCE N 87' 34' 12" W A DISTANCE OF TO A POINT; THENCE N 87' 34' 12" W A DISTANCE OF 200.56 FEET rn t50. T TO A POINT; N O' 25' 49' E A DISTANCE OF T O 56 FEE POI . THENCE 2 TO THE POINT OF BEGINNING; THENCE N 8W 34' ST W A DISTANCE OF 28400 522.38 FEET TO THE P.C. OF A CURVE: THENCE ALONG SAID CURVE TO A T it 74 REFE IN E POINT FEET TO A POINT; THENCE S 37' 08' 28 W DISTANCE OF a DISC IN THE LEFT HAVING A RADIUS OF 38A0 FEET AND A CHORD BEARING OF FEET TO A POINT; THENCE S 3T 52' 49' W A DISTANCE OF 46.00 N Z6' St' S8' E AND A CHORD DISTANCE OF 31.43 FEET To THE P.T. FEET TO A POINT; THENCE N SD' S2' 53' W A INSTANCE OF 46.00 PAVEMENT OF SAID CURVE; THENCE N 44' 05' 12' E A DISTANCE OF 206.12 FEET FEET TO A POINT; THENCE S 37' 01' SY WA DISTANCE OF 66.00 TO A POINT; THENCE S 02' 2Y 03' W A DISTANCE OF 705.00 FEET TO FEET TO A POINT; THENCE N 52' 59' SW W A DISTANCE OF 108.00 N 1470661.3791 1 THE POINT OF BEGINNING AND CONTAINING 2.138 ACRES OR 93,140 SQUARE FEET TO A POINT; THENCE N 36' 55' 48' E A DISTANCE OF 19083 FEET E 121420 2239 FEET MORE OR LESS TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING ELEV.=36&95 A RADIUS OF 20.00 FEET AND A CHORD BEARING OF N 64' 40' 48" E AND A CHORD DISTANCE OF 1862 FEET TO THE P.T. OF SAID CURVE; THENCE PARCEL 2 7' ' 1 A DISTANCE T TO THE P.C. OF A CURVE; 5 8 34 2 E D S CU OF 345.25 FEE 0 E THENCE R T T HAVING A RADIUS OF 20.00 FEET T-IN.BEGINNING 12 THE $E CORNER, WEST 31 NE 1/4, NE 1/4, SECTION 7, ENCE ALONG SAID CURVE 0 THE ' 12 G AN A N N { ' k' 12" W AND A CHORD INSTANCE OF T-1-N, POINT; THENCE THENCE N 02' 23' W A I DISTANCE Cf 153 FEET FEET D CHORD THE G OF 2 70 A POINT; THENCE N 87' 28' Sa' w A DISTANCE OF 843.53 FEET TO 28.28 FEET TO THE POINT OF BEGINNING AND CONTAINING 0.808 ACRES OR A POINT; THENCE S 02' 30' 41' W A DISTANCE OF 7.00 FEET TO THE 35,159 SQUARE FEET MORE OR LESS. POINT OF BEGINNING; THENCE S 83' 45' 04' E A DISTANCE OF 165.58 .-w FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO RIGHT HAVING A RADIUS OF 25.00 FEET AND A CHORD BEARING OF S 40' 39' 38" E AND CERITIFICATE OF OWNER A CHORD DISTANCE OF 34.16 FEET TO THE P.T. OF SAID CURVE; THENCE (E)5 02' 25' 48" W A DISTANCE OF 207.32 FEET TO THE P.C, OF A CURVE; 00 THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET AN THE UNDERSIGNED, OWNERS HEREBY THE REAL ESTATE SHOWN AND DESCRIBED HEREIN. DO HEREBY CERTIFY THAT WE HAVE AND CHORD BEARING OF S 47'2S' 48" W AND A CHORD DISTANCE OF LAW A OFF. PLATTED AND SUBDIVIDED. AND DO HEREBY LAY OFF, 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE N 87' 34' 12" W A PLAT AND SUBDIVIDE SAD REAL ESTATE IN ACCORDANCE WITH DISTANCE OF 185.00 FEET TO A POINT; THENCE N 02' 25'48" E A THIS PLAT. DISTANCE OF 5.00 FEET TO A POINT; THENCE S 87- 34'12" E A W DISTANCE OF 16.09 FEET TO A POINT; THENCE N 02' 30' 41- E A ' DISTANCE OF 258.30 FEET TO THE POINT OF BEGINNING AND CONTAINING SIGNED. - 1.111 ACRES OR 48,385 SQUARE FEET MORE OR LESS. DATE OF EXECUTION NAME ADDRESS n 0 SOURCE OF TITLE: D.R. BOOK 278, PAGE W3 - WST, NO. 57095 NT SOURCE OF TITLE: D.R. BOOK 278, PAGE 554 - INST. NO. 570% SOURCE OF TITLE: D.R. BOOK 278, PAGE 554 - INST. NO, 57097 OD SOURCE OF TITLE: D.R. BOO( 278, PAGE 555 - INST. NO. 57098 SOURCE OF TITLE: D.R. BOO( 282, PAGE 177 - INST. NO. 57099 SOURCE OF 71TLE: D.R. BOOK 604, PAGE 15 CERTIFICATE OF RECORDING ' THIS DOCUMENT, NUMBER FILED FOR SURVEYORS NOTES RECORD PAGE - 19 IN PLAT BOOK I DISTANCES ARE SHOWN IN FEET AND INCHES AND DECIMAL PORTIONS THEREOF.-- 2. BEARINGS AND COORDINATE SYSTEM IS BASED UPON PAGIS MONUMENTATION. (SIGNED) 3. W ACCORDANCE WIN FLOOD INSURANCE RATE MAP - COMMUNITY PANEL NUMBER -- (NAME)- PERK 050181 0011E - REVISED NOVEMBER 3, 1993, THIS TRACT OF LAND IS NOT LOCATED WITHIN THE 100 YEAR FLOOD PLAIN. CERTIFICATE OF ENGINEERING ACCURACY 4. THIS PROPERTY HAS RECENTLY BEEN RE -ZONED FROM R-4 - TWO FAMILY DISTRICT TO PRO - PLANNED RESIDENTIAL DISTRICT. I, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAT MADE BY ME, 5, EASEMENTS SHOWN WTHN MADISON HEIGHTS SUBDIVISION BOUNDARY OUTSIDE THE AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE PHASE I LIMITS ARE ALSO DEDICATED AND PLATTED AS A PART OF THIS PUT DOCUMENT. ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. 6. ERROR OF CLOSURE - 0.000 SIGNED, 7. THE FORMER DRAINAGE EASEMENT FILED FOR RECORD NOVEMBER 16, 1979, OF RECORD DATE OF EXECUTION NAME, REGISTERED ENGINEER NO, AS INSTRUMENT NO. 79-54736. AND RE -RECORDED NOVEMBER 19. 1979. OF RECORD AS --- ARKANSAS INSTRUMENT NO. 79-55006. IS ABANDONED AND REMOVED FROM TINS PUT BY VIRTUE OF THE RECORDING OF THIS PLAT WGCH PROVIDES NEW DRAINAGE EASEMENTS CERTIFICATE OF SURVEYING ACCURACY 1. �- HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS 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 ROC( SUBDIVISION RULES AND REGULATIONS HAVE BEEN COUPLED NOTE: THIS PLAT PREVIOUSLY RECORDED IN PLAT �L h BOOK F- PAGE 185 ON 4/20/95 AS MADISON WITH --------------- DATE OF EXECUTION NAME, Oa HEIGHTS SUBDIVISION PHASE 1, AND IN PLAT BOOK REGISTERED. SURRVEYPROFESSIONAL �+ F- 164 ON 4/14/00 AS MADISON HEIGHTS ARKANSAS ODODSUBDIVISION PHASE 1 - AMENDED. GRAPHIC SCALE CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND 00 0 30 60 120 240 REGULATIONS. AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS (SIGNED) 8 - ( 1N FEET) DATE OF EXECUTION L.R. PLANNING �� 1 inch - 80 ft. COMMISSION REFER NCE POINT PAVEMENT �E N 147224.8555 mm% s71 Uwe E 1213489,65 5 ELEV_='304.821 ❑ILO ADDiTIDAAL EASEEMU S REQUIRED a END r_1 ADDITGNAL 5LSEMOM ARE REQUIRED FENCE MONROE ST. ' As sHo 50' R.O.W. BY lH1C/G !//. DATE "A��7 L I OI I o: Ci U7 (� J 1 N \ 1/ I O CZ L� V) FND CON V1 M I NUMENT 30 N�147221.7014 E 1213290.3488 �V �u