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HomeMy WebLinkAboutS-1146-D Map 8REFERENCE POIN"f +"� �IppN����C��O.NCR�E.TE �I t4845&7733---____-__ 1214524.6604 ELev.jA: 327.94 'FOE POINT OF O (BK.4 G.180) Oo ,o I Z ARCEL /1 S02'23' 3"W Z tI 4266 1 89.44 DE Z 705.00' - - 77.25'___________________________________________________ No so' uTun & 0 1 o POINT OF BEGINNING DRAINAGE EASEMENT o o OVERALL -PHASE 1 dC O yj C) \I ^ n o \ PARCEL 011A W N87'3r54w n I 11 _ 502'23_03 t10.08' 100.06' Tf• � ,- MMI , 81.25' t' _ / S0223'03'W 192.91' F'S Ni O O GR (• o N I ?00. 5��4 I \ _ SO. A' --- S13, i. 'FENCE ')•. ►p _ ----zs'tz•w d N ;TIN v°tl. �COR. 4a. ; Ln p . 48'S1'J8" 931 (g}_ 13 _ _ a e0' REFERENCE 0 1 R = J8 Go' ® o 0 o 0 0 0 o 0 O 0 d OU Ab110N o 0 0 0 0 O O M Z ED 129(.0') 584.44' 15' U71UTY & DRAINAGE EASEMNET DISC EL. IN PP DISC IN PAVE ENT i . t7.26 T isa� ;. ; j 53.3 ' N 148465.091 b ; - L = 32.41' L - i17.92' no N a NL� '' 0 , , I 4401.54001 n z 12f44 1 427 14' SETBACK m 1 x , Z_ E, - - - - - - - - - - - - - - ELEV.=328.21 � � �., POI --- /� 7IT1aTT�ASEaEat " ^ In J\ ``..____________________Y!________________________________{�D�.'€}49..E______-______--_____________-__________-.11 2,'w_________________________________ m F i2 ~ 1 t/ + 67 X li i �0= 228'5t'138" �6�r E 1214337.3532 JEFFERSON STREET N 147804.7906 Pl/ a27a Z N N 1477 , W _NO2'25_s9_E-96 _56 '�� 3.43 E 1214321,8349 t R = 38 0' ' _ 3 5-5'49"W E 1274319.9242 l+•I I 10' ---LIn EASEMENT --------------------------------- F rT_____----87.35' ________� I „ T . ��---$02'25'4$? W 1p•� C 366.00' P.O.B. u`•OU' POINT OF BEGINNING N ; ; I ; ' ; 151.79' 66 38 N4x34'12 _pA�4_ N022549"E________________________________, W 15' UTILITY EASEMENT _148310.332E I , �, 5� Pt/ 4261 I54234h/i vt/ 4260 PARCEL /4 N •25'' 9.€ 2&28 Pli a256---------------------------------------------------- ----------- ~ I .2892 ;� �'v1! 4262 77�'4 ry�'•• �IL -'•_--_ --- --- ----- S:SAW-------------------- `Z~7@pQl-------------- �7 -,4, 0• T--,, x�- --5&3.39'--- � j ' i I /X_- 7B -� ; Pt# a25} 1', S REA L_-_. 14' SETBACK ,,, it -_- 2&26 1. I rR- 50�2s � \ u' SE A p . 90'00'Ots 1 i I i ll azsi 14s6a. ?`` N i ' • 89'S9'S9' I ! I ti i R - 20.00' O' vv I +,tiow `° . 89,59,54 I s�;°i`, •',7. j I ri R . 20.00' R W n°, T - 20.00' to 2a tia o t(o R - 20.00' 90'00'00"•, �' &I T - 20.00' :I L - 31.42' s UTILITY EASEMENT I j T . 20.00' 1i I 20.00' L - 31.42' I L - 31.42 0.00, I''--87`43------------ 1.42' I "'; i • 115' nun EASEMENT N87'34'11"W ---------- - �y , nUn EASEMENT ; 51.5T / to _______________ 15' UTILITY) O [ 7.08' 20' U _ 17% ,TIN .- --i§Ys2------------------ EASEMENT O ;1 <' / 1 I 61,50'8i I �� 71 G I I ! I �I 15.00' 20.00� j UW I F N N nl z Y 7; 4'` I•QQ'I mi i nI• I s ai z, o; IA�y cj1S• TIVE I 14 9" C4 le NI JS P f �AQ \\ O• rrn h l nl 1 I � ; z l w, O n I \3J&P I I 1� N0225'"-E �' zl CO 1j `P '? N0227'45'E 71 74_'_� I 56.50' i _____ __ ml w; I' z W p , i , gi _ __�L4SZk___ L} z 10' UTILITY EASEMEF#T F I 10 UTILITY EASEMENT ' 11 1 I% 1 qq�r , a_____-___ �____, , W I Z , w rr 1 r ' i<' W or N Fi M'1 LJ_5 UTIL_ EASE._____ N0223' 7 71.75 WN 56.50 54.05'w� Z //1 lA ii __-_____-______, 5.00 6 I - < •� I o Ix i i � i�i Do m I 1 I 0 1I 6 'm z z b i., , i7i ' `� I z II- i7o, 121410M n _ 11 FJ SV I m1 I •',N I WO^ in i!I III 1N;zn;I1'i' tiri;n''I j•�- •lioN_02_25_'_4_9a_\'_E_______z__•_l ___`__________________'_IIII1' I 1V r 'J$5/ Pl/ ae 4b N0225'49"E 20.00' 00 IINz apI 20.38' Y ,.,``0�•1j\` • I1 ,s4 7f,\ .15'l 8' �to to 4247ryy S02' ` v;Jyti ?\ 0 4?2S%4J.EO RSp� ;' M02'25'48'E N87'34'12"W 56 ,i1 S ' 080•S.00' ___0____7 0 5' UTILI/ _140.16j ___ -------- NTY EASEMET 1UTILIEASEMENT � '9.0i' �4-t5.p_0Nm_2._NO_p2G__5_'4_5- 84'MET3'/0 /$M' _s3_BiE .____366N0-22548 E 19n3' .50 Na � �\N�b-0\Q 27/?6S5'•48 �SsE___ ______________ r I ,r 90'OS'_oe_'0,00"rj T05BW a - 90,00,00 430.76' ;4%}9\fp'•PF E, 1`�•".�:lN�/ S fOy ',•` .y 1`1 •'0 *%�br4OTO�i �S O' O,Jlpo•�s 6o,O•P° t' # sJ;45r,92�� fh`4 3 R : 25.00SD.H R = 20.00' IR - 20.00R - 20 T25.06' b.l p 55'30'00"00' n.T - 20.00T - 20.00 Pl/ 425 L 39.33' rl� 5UTILITY EASEMENT T t042'1d " L - 31.42 R 20.00 'E ' .''"W `52, 2'ez 4' TBACK �N423412 � 4TRACKPt/ 42 1 10U7ILTYSENENT1i49'_t0UJLj2a'-- - '-19.37 .449: Pl/ 4=_ -------- 20_714' vtaz34N0225 48 0__0rPta3o y 423 _ 2'25'E 276.40Pt/ Pt��-i \ N 147822.5985 .-0 7p.;�,p11 + lb Pt 4228 M2ND2-25'48-E3N0225"48'E3 MADISON STREfT0_________ ____S_______ H>` N 148514.3634 47823.4465 E 1213911,55" E 12i39az.233z Pt# 4227 Pt/ 4226 Pt/ 4225 Pl/ 4223N 207.32 276.00' ______-__________________ bt/ 4219 - ....... - - ________ `Pt/ a2to 42 .281'� SE-T8A&ZB 2114SETBACK ¢2 428 W t 000 00-9G 00 " =9'0B6.1052" � ' R 20.00' '0R 220 m 0 L J27.60' 1.42o N8 '34'12"W20.0020.00' ' Pt/ 4214 5.34' .0 esg104.4a _No2*255E99.7o' o' uTlEASEMENT t/ 42�?12A``45 70.53iq Pt/ 421 _U�57.1^ 213'to i Pt/ 4/sa1g48 1NQ225 p- i 1994 V_)^ "1 72.40 13'48'3Pl/N 4210 yl ! n « to' NB734.12 W / !01 5 i R - Q 40' N 147658. 3C' W In I j ,�i I t9.u' �1% 7g • T. 76.7t^` F A E 121377&81i87 n 6.47' ��ARC/ j �^ L - 99.32' lY j ILJA�l - t� S� % W "6 Ns : w I N 147828.5063 lD vt I m' IN Q' t Z`i 65 Nj, ✓!, �' E 1213763.0052 tv O !R . 45.00' IE t'� O• ml < rv; a O N ; T - 27.17' Ib' 00 iK 6h z - H IS I N0225.53'E 4p,,fY y15' UTILITY EASEMENT 1 0 10' TIUTY EASEMENT ^D "� �f ,`'`• 63.88' ✓� 1•\ I 1 10' UTUTILITYUTILITYEASEMENT ZI ; z ;N , 0' OIL/ 12 ---------' 258.30' 40 4204 i / aZos-126,RL----------- - Pl/4 Pl/�LD7 NO2'30'41E 265.30' T I----2L02:'}___-- 240.4E of ?n St�azo4 ' Pl/ 420 Pt 4 N 7' 7, / ,ci i'6 POINT OF BEGINNING S87'34'1 �" NO2' '48"EI N87'34'12'W 6.7E / ,.,, jH N W 1 t6.09 / .�'4201 t6.QG' LIMITS OF PHASE 1 PARCEL /2 NO2'25'48"E ..m.: \NO2'25 WE ? W I- W W � 3 I Ln d 2 04 =� K I REFERENCE POINT DISC IN PAVEMEN' N ! N 148502.7364 E 1213498.3310 ELEV.=322.06 k E 1213500 o N FENCE DISCCOR' I IN PP p, r`1 N0226'44"E 382.79' 394,46' ,,nn� - PAGIS MONUMENT #1004-0189 N b,; nlZ' W. ALUMINUM SURVEY CAP ; nI N 148157 59 00 W g ; 96.10' E 2134 1.5E n r________________________________t. o ; V.=334.47 m z N. NO2'31'01"E 337.11' ^I N N FOLND NO2'31'01"E 430.91 f ------------- tto_oo----------------, i, IR PINr. _ ,�„ N 148301.2342FOUND / � WON PIN E 12133692480 f A�\� cm f0UN0 FOUND NO2'23 04 E 1 0.00 N 148.302.2073 w \ `011REC00 N 1147871.1/161 f0UN0 E 1213345.3678 IRON PIN IRON PI1� f� IRON PIN 6 1 E 121332�.444� E 12 33 9 tt52 P' q- �� P IRON PIN E 12113372325 Z ® © Q 00NP t 6 E 12 5313 9140 L F 4 10' UTILITY EASEMENT Ida E 1214400 i s Ip o I� PAGIS MONUMENT #1004-0188 h; ALUMINUM SURVEY CAP �I - N 147180.64 E 1214259.31 ELEV.-360.03 A: 15W ` \ R-165.01 n`��>> 0 . 32'07'14" J L = 43.66' R - 120.00' T - 34.55' 1 L . 67,27' N STATE PLANE COORDINATES POINT NORTHING EASTING DESCRIPTION 42 148456. 77325100 1214524. 66038WO PLUS. IN. CO 4200 148169. 53014403 1213651, 70114787 SETPNT 4201 148174.5256-4761 1213651. 91314794 SETPNT 4202 148224. 48068336 1213654. 03314865 SETPNT 4203 149229. 47618694 1213654.24514872 SETPNT 4204 147928. 62309800 1213657.15483610 SETPNT 4205 146166. 85157649 1213667. 69070198 SETPNT a 206 148486. 367 7 121 0 319638 9 SETPNT 84173624 4208 140493. 83609836 3213681. 94377 03 SETPNTE 1214100 4210 147671. 96022995 1,13751.45941707 SETPNT 4211 147802.66028174 1213761. 9083138 9 SETPNT 4212 147653. 48383833 1213764. 065I3095 SETPNT 4212A 147853. 31424075 1213768.06147555 SETPNT 4213 147921 94753289 1213767.05542341 SETPNT 4214 147723.91924338 1213790.51400608 SETPNT 4215 147635. 84887833 1213799.37576189 SETPNT 4216 147850. %801734 1213823.34715245 SETPNT 4219 148166. 6817GO75 1213836. 74546602 SETPNT 4220 14821& 63673651 1213838. 86546673 SETPNT 4223 14. 1020315 3944.177 121 704 16 SETPNT 00 4224 148468468. 81931595 1213646. 22964854 SETPNT 4225 149145. 85168617 1213855-87949003 SETPNT 4226 148235, 77075052 1213859-69548131 SETPNT p 4227 148442. 90785151 12t3868.48600252 SETPNT 4228 147570. 94BW711 1213885.6250741E SETPNT W 4229 147788. 39467807 1213914. 03563004 SETPNT i 0 4230 147866. 71003022 1213924, 10522424 SETPNT �••' 4231 147623.53672259 1213925.37371D10 SETPNT 4233 1477%. 35989561 1213930. 87101B% SETPNT 4234 148142.45968503 1213935.80753724 SETPNT 4235 148238. 37874939 1213939.62353851 SETPNT F7 4236 147845.88001563 1213943.23923826 SETPNT 4238 148439. 32772146 1213948.40607587 SETPNT GO 4240 148161.59369905 1213956.63755182 SETPNT 4241 349211. 54873480 1213958.75755253 SETPNT .- 4243 147594.51405183 1213961.06242796 SETPNT 4245 148463. 242474B4 1213974.50683739 SETPNT 4246 2 6 1 47 7 12 14006.35205465 SETPNT 4248 772. 148458. 932 7770 93277770 121407 .13980417 SETPNT 424E 147781. 223 1214275. SETPNT 4250 ]47781. 72112 72120223 1262517 1214275. 81262567 SETPNT 1 LEGAL DESCRIPTION A TRACT OF LAND LOCATED IN THE NORTH 1/2 OF THE NE 1/4 O OF SECTION 7, T-i-N, R-12-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULALY DESCRIBED AS FOLLOWS: FOUND CONC. MONUMENT I OVERALL -PHASE 1 2, NE E -1 . )Q('/ NE 1�4, SEC 7 T-1-N, BEGINNING AT THE SE CORNER, WEST 1/2, HE 1/4, NE 1/4, SECTION 7, [ PARCEL J R-12-W T-1-N, R-12-W, THENCE N 02' 23' 03" E A DISTANCE OF 584.a{ FEET N 1471ii8.45 9 TO THE POINT OF BEGINNING; THENCE N 87' 34' 12" W A DISTANCE OF BEGINNING AT THE SE CORNER, WEST 1/2, NE 1/4. NE 1/4. SECTION 7. 1 E 1214471.0 75 484.56 FEET TO A POINT; THENCE S 02' 20' 28' W A DISTANCE OF 118,74 FEET TO T-I-N. R-12-w, THENCE N 02' 23' 03' E A DISTANCE OF 1289.44 FEET 1 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 F 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 (n 46.00 FEET TO A POINT; THENCE S 37' 01' 53" W A DISTANCE OF POINT; THENCE N 87' 34' 12' WA 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 16&00 FEET TO A POINT; THENCE N 36' 5W 48" E A DISTANCE OF BEGINNING; THENCE S 87' 34' 12" E A DISTANCE OF 185.00 FEET TO H3 O 1 65.00 FEET TO THE P.C. OF A CURSE; THENCE ALONG SAID CURVE TO THE THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A 1 LEFT HAVING A RADIUS OF 50.00 FEET AND A CHORD BEARING OF RADIUS OF 20.00 FEET AND A CHORD BEARING OF S 42' 34' 12" E AND K N 19' 57' 56" W AND A CHORD DISTANCE OF 83.78 FEET TO THE P.T. A CHORD DISTANCE OF 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE OF SAID CURVE; THENCE N 02' 25' 48' E A DISTANCE OF 50.87 FEET S 02' 25' 48" W A DISTANCE OF 276.00 FEET TO THE P.C. OF A CURVE; 7 POINT; 0 A GIN , THENCE N 87' 34' 12' W DISTANCE OF 4.0F FEET TO THENCE ALONG SAID CURVE TO THE RIGHT HAVING A 20.00 FEET A POINT; THENCE N I E A DISTANCE OF 7g53 FEET TO 25'3S AND A CHORD BEARING OF $ 47. WAND A CHORD IS DISTANCE OF 87' A POINT; THENCE N 87' 33' S0" W A DISTANCE OF I14,00 FEET TO 50" FEET 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE N 67' 34' I2" W A U E; 87*34 1 A PCINT; THENCE N 02' 30' 41' E A DISTANCE OF 240.46 FEET TO A DISTANCE OF 55.34 FEET TO A POINT; THENCE N 02' 25' 48' E A © POINT; THENCE N 87' 34' 12' W A DISTANCE OF 16.00 FEET TO A POINT; THENCE N 02' 25' 48' E A DISTANCE OF 60.00 FEET TO A POINT; THENCE DISTANCE OF 70.53 FEET TO A POINT; THENCE N 87' 33' 50' W A DISTANCE OF 114.00 FEET TO A POINT; THENCE N 02' 30' 41' E A S 8T 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' IN A N 02' 36 41' E A DISTANCE OF 265,30 FEET TO A POINT; THENCE DISTANCE OF 16.00 FEET TO A POINT; THENCE N 02' 25' 48" E A S 8T 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 1.186 ACRES OR 51,655 SQUARE FEET MORE OR LESS, AND CONTAINING 14,199 ACRES OR 618,492 SQUARE FEET MORE OR LESS, O PARCEL 1 PARCEL 4 .. ull BEGINNING AT THE SE CORNER, WEST 1/2. NE 1/4. NE 1/4, SECTION 7, T-1-N. R-12-111, THENCE N 02' 23' 031 A DISTANCE OF 1289.44 FEET TO BEGINNING AT THE SE CORNER, WEST 1/2. NE 1/4, HE 1/4. SECTION 7, m THE POINT OF BEGINNING; THENCE S 44' 05' 12" W A DISTANCE OF FEET T-1-N, R-12-w, THENCE N 02' 23' 03"E A DISTANCE 2 584. FEET TO A POINT; ]HENCE N 87' 34' 12" W DISTANCE OF 200.3E FEET TO 4 206.12 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE FT MAIN A E ,i G RADIUS OF 3&00 FEET AND A CHORD BEARING OF A PANT• THEN N 4 " A I 4 02' 23 9 E DISTANCE OF 90.00 FEE] TO THE S 68' 00' 00" W AND A CHORD DISTANCE OF 69.20 FEET TO THE P.T. POINT OF BEGINNING, SAID POINT ALSO BEING P.C. OF A CURVE: THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET AND A CHORD yy OF SAID CURVE; THENCE 5 02' 25' 49' W A DISTANCE OF 66.38 FEET 70 THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING BEARING OF S 47' 25' 49" W AND A CHORD DISTANCE OF 28.28 FEET TO THE JD1 .. A RADIUS OF 20.00 FEET AND A CHORD BEARInU OF S 47' 25' a9" w AND 12" W A DISTANCE OF R35.00 FEET P, T. OF SAID CURVE; THENCE N 87' ALONG TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A O DISC IN L� A CHORD DISTANCE OF 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE N 87' 34' 12' W A DISTANCE OF =.00 FEET TO THE P.C. OF A CURVE; RADIUS OF 20.00 FEET AND A CHORD BEARING OF N 42' 34' 12" W AND A CHORD 18" OA THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET DISTANCE OF 2818 FEET TO THE P.T. OF SAID CURVE; THENCE N 02' 25' 48" E A DISTANCE OF 276.00 FEET TO THE P.C. OF A CURVE: THENCE ALONG SAID CURVE 1 AND A CHORD BEARING OF N 42' 34' 12" W AND A CHORD DISTANCE OF 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE N 02' 2V 48' E A TO THE RIGHT HAVING A RADIUS OF 20.00 FEET AND A CHORD BEARING OF S NS DISTANCE OF 207.14 FEET TO THE P.C. OF A CURVE; THENCE ALONG A N ID 25' E; E AND A CHORD DISTANCE IS 28.28 FEET THE P.T. T SAID CURVE; THENCE S 87' E A DISTANCE OF FEET TO THE •� Z c7• CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET AND HAVING A CHORD BEARING OF N 47' 30' 09' E AND A CHORD DISTANCE OF 35,40 FEET TO .0 P.C. OF A CURVE: THENCE ALONG SAID CURVE TO THE PoCH7 HAVING A RADIUS ALONG RIGHT G JEFFERSON ST. THE P.T. OF SAID CURVE; THENCE S 87' 37' 00" E A DISTANCE OF OF 20.00 FEET AND A CHORD BEARING OF S 42' 34' 11" E AND A CHORD 50' R.O. W. 102.72 FEET TO A POINT; THENCE N 89' 06' 05" E A DISTANCE OF DISTANCE OF 2d28 FEET TO THE P.T. OF SAID CURVE; THENCE S 02' 25' 49' w A DISTANCE OF 276.00 FEET TO THE POINT OF BECmmm AND CONTA ,N - 1 293.08 FEET TO A POINT. THENCE S 87' 28' 54" E A DISTANCE OF 154.62 FEET TO THE POINT OF BEGINNING AND CONTAINING 2.611 ACRES 2.713 ACRES OR 11&155 SQUARE FEET MORE OR LESS. '\^ OR 113.740 SQUARE FEET MORE OR LESS. D IN PARCEL 1 A PARCEL 5 BEGINNING AT THE BE CORNER, WEST 10. NE 1/4, ME 1/4. SEC71ON 7. BEGINNING AT THE SE CORNER, WEST 1/2, NE 1/4, NE 1/4. SECTION 7, T-1-N, R-12-W. THENCE N 02 2V 03 E A DISTANCE OF 584.sa FEET TO T-A-N, R-12-W, THENCE N 02' 23' 03'E A DISTANCE OF 554.44 FEET O THE POINT OFBEGINNING; THENCE N 3412 W A DISTANCE OF TO A POINT; THENCE N 87' 34' W A DISTANCE OF 200.5E FEET REFERENCE POINT I50.56 FEET TO A POINT; ]HENCE N OY 25' 49' E A DISTANCE OF 02' 522.38 FEET TO THE EN TO THE POINT OF BEGINNING; THENCE N 87' 34' 12' W A DISTANCE OF 284.00 P.C. OF A CURVE; THENCE ALONG SAID CURVE TO FEET TO A POINT; THENCE S 02' 20' 28' W A DISTANCE OF It&74 DISC IN I THE LEFT HAVING A RADIUS OF 38.00 FEET AND A CHORD BEARING OF FEET TO A POINT; THENCE S 37' OV 49' W A DISTANCE OF 75.00 PAVEMENT N 26' 51' 38" E AND A CHORD DISTANCE OF 31.43 FEET TO THE P.T. OF SAID CURVE; THENCE N 44' 05' 12' E A DISTANCE OF 206.12 FEET FEET TO A POINT; THENCE N 50' 52' 53' W A DISTANCE OF 46.00 FEET TO A PONT; THENCE S 37' 01' 53" W A DISTANCE OF 66.00 N 147066.3791 TO A POINT; THENCE S 02' 23' 03" W A DISTANCE OF 705.00 FEET TO FEET TO A POINT; THENCE N 52' 59' 50" W A DISTANCE OF 108.00 E 121420 THE POINT OF BEGINNING AND CONTAINING 2.138 ACRES OR 93.140 SQUARE FEET MORE OR LESS, FEET TO A POINT; THENCE N 36' 55' 48' E A DISTANCE OF 19OB3 FEET .2239 TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING ELEV.=36 A RADIUS OF 20.00 FEET AND A CHORD BEARING OF N 64' 40' 48' E AND .95 O PARCEL 2 A CHORD DISTANCE OF 18.62 FEET TO THE P.T. OF SAID CURVE; THENCE S 87' 34' 12' E A DISTANCE OF 345.25 FEET TO TO THE P.C. OF A CURVE; BEGINNING AT BE G THE BE CORNER, WEST 1/2, HE 1/4, HE 1/4, SECTION 7, THENCE ALONG SAID CURVE TO THE RIGHT HANK A T C RADIUS FEE 7-t-N, R-12-W. THENCE N 02' 23' 03"E A DISTANCE OF 1289.N FEET AND A CHORD BEARING OF N 42' 34' 12" W AND A CHORD DISTANCE OF ST NCE TO A POINT; THENCE N 87' 28' 54' 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 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO RIGHT HAVING RADIUS OF 25.00 FEET AND A CHORD BEARING OF S 40' 39' 38" E AND CERITIFICATE OF OWNER ISA A CHORD DISTANCE OF 34.16 FEET TO THE P.T. OF SAID CURVE; THENCE S 02' 25' 48' W A DISTANCE CE OF 7. T T 20 32 FEE 0 THE P.C. OF ACURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET VIE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN 1 AND CHORD BEARING OF S 47' 25' 48' W AND A CHORD DISTANCE OF AND DESCRIBED HEREIN. DO HEREBY CERTIFY THAT WE HAVE 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE N 87' 34' 12' W A LAID OFF, PLATTED AND AND DO HEREBY LAY OFF, DISTANCE OF 185,00 FEET TO A POINT; THENCE N 02' 25'48' E A PLAT AND SUBDIVIDE SAID REAL EST D REAL ESTATE IN ACCORDANCE WITH DISTANCE OF 5.00 FEET TO A POINT; THENCE S 87' 34'12- E A THIS PLAT, DISTANCE OF 16.09 FEET TO A POINT; THENCE N 02' 30' 41' E A 1 DISTANCE OF 258.30 FEET TO THE POINT OF BEGINNING AND CONTAINING SIGNED. 1 1.111 ACRES OR 48,385 SQUARE FEET MORE OR LESS. _ DATE OF EXECUTION NAME O ADDRESS SOURCE OF TITLE: D.R. BOOK 278, PAGE 553 - INST, NO, 570,95 SOURCE OF TIT E, D.R. BOOK 278, PAGE 554 - INST. NO. 57096 SOURCE OF TITS: D.R. BOOK 278, PAGE 554 - INST, NO, 57097 SOURCE OF TITLE: D.R. BOOK 278, PACE 555 - INST, NO. 57098 SOURCE OF TITLE: D.R. BOOK 282, PAGE 177 - INST. NO. 57099 SOURCE OF TITLE: D.R. BOOK 604, PAGE 15 CERTIFICATE OF RECORDING 4251 147831. 67621874 1214277. 93307976 SETPNT / ' SURVEYORS NOTES THIS DOCUMENT, NUMBER - _ flI.ED FOR 4254 148147.38984315 1214291.33278369 SETPNT O RECORD 19_- IN PLAT BOOK 42W 125E 148197. 8911876E 147760 89118764 1214294. 94663968 1214294. 94663968 SETPNT SETPNT ; '" 1, _L+STANCES ARE SHOWN 1N FEET AND INCHES AND DECIMAL PORTIONS THEREOF, ---- -• PAGE __--- _- 4259 4261 147650. 55972782 148216. 55972792 1214310. 46679OU7 1214314. 46679343 SETPNT SETPNT a; 2. DEAWi65 AND COORDINATE SYSTEM IS BASED UPON PAGIS MONUMENTATICN. (SIGNED) 4261 4266 148216. 47877293 148280. 8002936E 1214317. 09814BO9761 1214317. 05317267 SETPNT SETPNT �I 3. W ACCORDANCE WAIN FLOOD INSURANCE RATE NAP - COMMUNITY PANEL NUMBER -�- 4266 148463. 1214370. SETPNT 050181 OOt1E - REVISED NOVEMBER 3, 1993, THIS TRACT OF LAND AS NOT LOCATES, (NAME) CLERK 4267 1a8463. 56706895 567S0006895 18592300 1214370. 18592300 SETPNT WATHIN THE 100 YEAR FLOOD PLAIN 4 6 2 8 4273 477 7 1 52 3B 20943 148308. 72120943 44 7 121 81. 2550 442 1214361. 25503a42 T SETPNT SETPNT 4. 1195 PROPERTY FIRS RECENTLY BEEN RE -ZONED FROM R-4 -TWO FAMILY DISTRICT CERTIFICATE OF ENGINEERING ACCURACY 4274 14775S. 77118693 1214344. 90167544 SETPNT I TI b 70 PRO - PLANNED RESIDENTIAL DISTRICT, 1,-�--- HEREBY CERTIFY THAT THIS PLAT ' z 5. EASEMENTS SHOWN WTTHN MADISON HEIGHTS SUBDIVISION BOUNDARY OUTSIDE THE CORRECTLY REPRESENTS A PLAT MADE BY NE, PHASE I UNITS ARE ALSO DEDICATED AND PLATTED AS A PART OF THIS PLAT DOCUMENT. AND THAT ENGINEERING THE LITTLE REQUIREMENTSAND UL IO ROCK SUBDIVISION RULES AND RECULATIONS HAVE BEEN REGULATIONS E 1213800 W 6. ERRaR OF CLOSURE . tl.aoo COMPLIED IMTH. SIGNED, < O 7. THE FORMER DRAINAGE EASEMENT FILED FOR RECORD NOVEMBER 16' 1979. OF RECORD DATE OF EXECUTION NAME, REGISTERED 2 AS INSTRUMENT NO, 79-54736. AND RE -RECORDED NOVEMBER 19, 1979. OF RECORD AS ENGINEER NO.----__ INSTRUMENT NO. 79-55006. IS ABANDONED AND REMOVED FROM THIS PLAT BY VIRTUE OF ARKANSAS I THE RECORDING OF THIS PLAT V*4ICH PROVIDES NEW DRAINAGE EASEMENTS. Z CERTIFICATE OF SURVEYING ACCURACY g O 1, HEREBY CERITIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED �4 4tv N,41 f4� E1'r n' n Zi hl wl n;m ZI F 1 Zi F i / 0 ✓ . 15' UTILITY & DRAINAGE EASEMENT NO2'20'Oi "F� NN� # I 0 O �I 5 , I u \ I �DE 7 0 651.3') FOl1N IRON N 147Zj72.0414 IN AAA / lIJ/ ;N//� �/ I is � ;6-1�y/ f� ^ I+IVI I O fir! E 1213317,3598 O (SKA P . 192) Q1 6 II II I LEGEND 3 ACTUALLY EXIST AND ARE CORRECTLY SHOW HEREON AND THAT ALL SURVEYING REOUIREMENTS OF THE LITTLE ROC( b SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED FOUND SURVEY DISC z CID NOTE: THIS PLAT PREVIOUSLY RECORDED IN PLAT WAIN. �rl O�'�, BOOK F- PAGE 185 ON 4/20/98 AS MADISON DATE OF EXECUTION NAME,-�-- O FOUND IRON PIN `\' 00 O 6 a HEIGHTS SUBDIVISION PHASE 1, AND IN PLAT BOOK REGISTERED. PROFESSIONAL SURVEYOR r - 1* F- 164 ON 4/14/00 AS MADISON HEIGHTS "NO. - ■ FOUND CONC. MONUMENT Z O n� m SUBDIVISION PHASE 1 - AMENDED. ARKANSAS Z GRAPHIC SCALE CERTIFICATE OF FINAL APPROVAL ---���---•• PURSUANT TO THE LITTLE ROC( SUBDIMS1014 RULES AND 40 0 30 tb 120 xW AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN HAVING BEEN COMPLETED, AL ED. THIS DOCUMENT IS HEREBY ACCEPTED, THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULAl10NS. ` N _ O MINIM (SIGNED) � ( IN FEET } DATE OF EXECUTION L.R. PLANNING --- - 1 Inch 60 It. COMMISSION +E 1213500 a i Z 1 i REFERENCE POINT DISC IN PAVEMENT e! N 147224.8555 E 1213489.6575 304.82 FEND ENCE MONROE ST,'CENTRAL ARKANSAS 50' R.O.W. WATER FLANSAPPROV',D EASEMENT APP�OVED EASEMENT REQ61 ED D -F / 3 B O >L h GO hl 1 1= \FNO CON= V) M(iWENT FZ- N 147221.7014 SIGNED: to w E 1213290.8488 DATE. In O DESIGNED BY: KDV DRAWN BY: JHM CHECKED BY: I DRV APPROVED BY: I DRV