Loading...
HomeMy WebLinkAboutS-1146-A Map 1REFERENCE PO[WT "+" IN CONCRETE ® O � O O O 00 00 9^ H H_, Lem N i 0 0 60• UTILITY L - - DRAINAGE EASEMENT 1 140.64' 4 I ENCE o d bs• '� � P� E'� �' � \ OR. A - 4"1,38. 43• v - 9oro5'oo' \ DISC TO0 REFERENCE POI R . 38.00' R 75.11' \ IN PP DISC IN PAVEMEN T - 17.26' L . 1Tz92' ; 53,3T I N 148465.0910 L - 32.41' E1�12f44A4401.5400 /UNPIN 427 \ - - _ zo' SETBACK ti 1 I / t/ a5' UTILITY EASEMENTELEV.-328.21 -Nw2-A49-"E- - - z- 65.58' - I F W Li 0: N 9i Pt/ I r 7 tr o p - 2283t'38" E ;2,43373s32 JEFFERSON STREET N 147804.7906 10, UTILITY EASEMENT J . S02'25.49'w E 1214321,8349 io unuTr EASEMENT R - _ - i - 65' Y S02'25'4 W 140,00 - 366,00' P,0.8. Il - 15f .79' 6638 rc Pt/ 4261 Pl/ 4260 PARCEL /4 NO2'2 ' N 148310.332E I \ Pt/ 4262 \ Pt/ 42 / 4254 5' UT TY EASEMENT� - - - - y76'�' - - -1 90. l 5• SETBACK I �- - - _� y' i - 9oroO"0L '! 20' SETBACK t/ 4251 G - 89"S9'S9" I ( R - 20.00" •^° i nl I R - 20.00' Tt1 R T - 20. 1'R - 20.00' I $I I T- 20,00' I° I L- 31.42' T- 20.00' I L- 31.42' e I I NE77 I'w L- 31.42' I �I I L '4.a 7t, 51. _ _NO2.25'49'E _ _ f57.92' 'P -] 10' UTILITY EASEMENT I.W I ;IWI 5 1 88.30' -I IO.QD• Pi7.1i' gI iFl I&OV 1 I I r '2.5 I �I I u F.1=1 / • I I � Z1 a1 �Sf.t �, n� � � I��-• n / 6I v z I N I I ,111 NO2-27-45-E I I I I q I Noe zs,q E =I I W W I pid I 71 7 J L 61so' .J L. - 2l.0� .. wl 1' I LlImwTY e r 10 urwrEASEMENT - NI I� "a, so1 I-S_UnL. FS_, r So 0V))- � o I �� �. cR�S 4{ I y W P E a. 1� N ry I s 1214100z "I I � •� � I � I- ,=1<l� `,�,�y5 � � � N I rK Fw 1 ;IF4IY L1- NO2'25'49"E 1 „I Il iI I z3`� 20.00' /2o,Bi R" J M /3 66.57' R9 /W it I I I loA W I I N8T34'12'W 1 I L -6�_ L-------- J L NO2'25'TE 10' UTILITY EASEMENT 10' UTILITY EASEYEFIT J=°j "-NO2'25'448'E ih I 0 - 9OTW42" 499 0 91,63• - - 1 F- N62'25.48"E 67.99' 41.9T R 25.00' 25,00• f 0 - 90'00'00•l I - 90`w'OO' A - 90,00,00" R- 20,00' n R- 20.00' R- 20.00' l L - 39.33' C4 T - 20.00' " I 1 T - 20.00' T - 20.00' nl •O tI 11 45 20' SETBACK L - 31.42' �1 ,� L - 31,42' L - 31.42' '^I 1 Pt/ 4236 1 _ _ _ 20' $E7BACK� \ 10' UTILITY EASEMENT - Pt/ 42I7 Ptf 4 - �10' UTILITY EASEMENT - -�- l 17.71' , R02`!E'A L -- 4'----- -- 4 - N62'25AW ---- 276,05 ------ N 148189,1152 E 1213897.7515 _ NO2z5'48"E MADISON STREET NO2n5.48•E _ 3 325.54 a, - - 766.00' �K t/ 4f24 - - -�f0' UTILITY EASEMENT - - - - - - - �1; Pl/ 42* W t' G- 86 f0'S2` Z ieACK p. 901pp'Op• f R * R - 25.00. R - 20.00' :I •r,W 4219 1V UTILITY EASEMENTT A - 90*0000" ti20 SETBACK A - QQ'00" w I r- R-20.00' R-2.00' WI 4500' w R' 5 NIIVI r! &M0NI O Q 81,= 7 Q O OO O o O (BK4 PG.180) (D I O � i r I Z LL I t 426e 1 189.44 Z DEED 129 .0') 584,44' 15, UTILITY h DRAINAGE EASEMNET -' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - POINT OF BEGINNING OVERALL -PHASE 1 & �tpp I PARCEL /1A I = 8 1�w l W I' Q �E 1214400 I"J la Z <IrvO I F �F1Z_ _ NI "I J N 14 7 . 1 E 1214319.9242 1 POINT OF BEGINNING I .c NO2K5'a9'E 394.81' Pt/ a258 OD' 15; UTILITY EASEMENT _ \ _ T'� �'• 36S39r ------�- \ 15'09'3--��44 \�y\ 4, R"165.00'.I 14. R�\ii5\ ! \ \�77. T - 21.96' 32roT14" L - 43.66' R - 120.00' \ 20.00. \� \ T - 67'2 s2 s1 \ 0 O 9 9 O DISC IN 18" OAl ?0.001` JEFFERSON ST 51 42' I 1 \ 50' R.O.W, $ Y I li.oe• , n / I 1 �L STATE PLANE COORDINATES I r I POINT NORTHING NIXR LNG EAST[NG DESCRIPTION I ^I i RI I 42 1214524.6604 148456.7733 PLUS IN CONCRETE �- 4200 1213651.7011 148169.5301 SETPNT I II,zi 4201 1213651.9131 148174.5256 SETPNT ry 4202 1213654.0331 148224,4807 SETPNT 1 IJiI° 4203 1213654.2451 148229.4762 SETPNT WIC I 4205 1213667.6907 148168.6516 SETPNT 3 1 4206 1213670.3196 148228.7940 SETPNT 1 N II= I 4207 1213681.6370 148486.8417 SETPNT SETPNT E 1214100 I M alol I "I0651 4214208 0 4211 1213751.4594 1213761.9083 1471.9438 671.96021 147853.4838 SETPNT SETPNT OD 4213 1213767.0554 147923.9475 SETPNT z z 1 SETPNT 4214 1213790.51140 147723.9192 SETPNT I 1 170• 4215 1213799.3758 147635.8489 SETPNT 6 4216 1213823.3472 147850.9680 SETPNT l ^ a 1 I 4219 4220 1213836.7455 1213838. 8655 148L66. 6817 149216.6367 SETPNT SETPNT 4223 1213844.L772 147870.1020 SETPNT 4f4T 4224 1484.013 SETPNTI � 13. 4225 1213855.879955 148145.0517 SETPNT 7•58' 4226 4227 1213859,6955 1213868.4860 14825.1708 148442.4079 SETPNT SETPNT 4 IWW It/ S022 '2z"4\ � 77147 SETPNT Pt4246 1213914.0356 1488.9 SETPNT $ .-nh \\ '�\ `r1 4230 4231 1213924.1052 1213925 3737 147866.7100 147623 5367 SETPNT I SETPNT p v 4233 1213930.8710 147796.3599 SETPNT i 3/'~ 4PB?� 300rq /Y 4235 1213939.6235 148232.3787 SETPNT 1 u1Z- 5'48'E 9q?D2\f B\ 4236 1213943.2392 147845.8800 SETPNT 1 ,� a 30.76'B,J f\!0F\ Pt/ 4$43 4238 1213948.4061 148439.3277 SETPNT I 4240 1213956.6376 148161.5937 SETPNT _ 2 N A - 55'30'00" \ 4 \ 4241 1213958.7576 148211.5487 SETPNT I o R - 20.00' ^4j p \3'y 4243 1213961. 0624 147594.5141 SETPNT I" T - 10,52' �B� Q \ \ 4246 1214006.352L 147654.295 SETPNT I L - 19.37' PGFL6 Ft+s �"� J' \ 4247 1214011.2024 147772.9328 SETPNT (PtI 4248 1214077.1398 148458,9709 SETPNT I Pt# 42 O C pt/ 42}I sb/S 4250 1214275.8126 147781.7212 SETPNT 0• 1 425t 1214277.933L 147831.6762 SETPNT I 29\ \ �' SQ03•/Y 4254 1214291 .3328 148147. 3898 SETPNT 4235 1214293.4532 148197.3449 SETPNT \ 4259 1214294,9466 147760.8912 SETPNT Gn\\ PII 4228 4259 1214298.763L 147850.8101 SETPNT l 4260 1214310.4668 148126.5597 SETPNT 426L 1214314.2832 148216.4788 SETPNT -v_.I �q 4262 1214317A981 148282.8003 SETPNT roI O4' 4266 1214367.0532 148280.6800 SETPNT �Q/ \ 4267 1214370.1859 148463.5671 SETPNT I \ p - 4268 1214495.3313 147752.3872 SETPNT CS 4273 1214381.2550 148308.7212 SETPNT 4274 1214344.9017 147758.7712 SETPNT I ?/7 F \ 4 + E 1213800 I `I N 'O T - 20.00 T cyiON834'12 W Pt/ 4214 T- 23.39' T- 20.00' d00L - 37.60' L - 31.42' �I I ^ L - 31.42' NB s �?'W 31 22' `� 9.34'no22s 53E 97.18' 5.81'00 E 1213800 r IV UnuTY EASEMENT _ N0225'53'E 208.82' in VPt/ 421 .I ------------------/p•DI71 - 144.34' 1 ^ 8 87.18� 10' UTILITY EASEMENT- - - Pl/ 4213 " -.�' \ \ �/ 6`sO 98 , \ I F IN < I I < X T a I 119.94' \ \'�7i10� 21.40 % 1 0 -\ 13'46'32�/�� • �PRy 4210 \ 1 N O ► Ia ' at I f2 1 I L1V 3 m I 1 R- �.�' N 147 \ W TI o o IR =1 F lz �V 6.47� I O E 1213763,0052 I I T- 76.71 \ l7F E 1213778,6887 \ LEGEND h I I IX Gatic - � W ;�'� ®���EFt3 l�l o I I 4 L�39�.32' \\ 110 \\\ I c�Q•'N<`�g1 Sa. s ; I I R - 45.00' \ \ SF • PLACED SURVEY DISC ,a� I I �•+ I I A8,'.>� Iz +n IN l � 'I L a 27.n, \ \ h„4� O FOUND IRON PIN LN06.5�� ��ti 1 � '1 I I"^- 3s�f\ \\tea, ■ FOUND CONC. MONUMENT 1 0• UTILITY EASEYQIT 10' UTILITY EASEMENT i o z N \ 1 258.30' Pt/ 4 m I a2oo LPL szo5 - -y�•- !06 NO2'30 41 265.30' - 5, - - Pe/ 4204 \ Pe/ 44oi Pt/ a20 9.14' 7d82RYS N 3412'w I ^I I \ \ f \ \ 58r34'1 Not 5 48 8'76 N N \ f OF \ I P r �G11tn1wG 1609� POI% 4201 N r34'12"w LIMITS OF PHASE 1 �I I \`F, I Q N 148199.5032 16•00' I rK I \ I •� E I 1213652.9731 w PONT OF BEGINNING I I! \ \ I O N \ I- PARCEL /3 I F LIw.I I -- ------ l nI^ m -. Oaf"fiwe�2 04' ie?F3i iffle$-i�1!• I =' I z _ _. _12E Ci - - = - _ I I \\\ \\\ IX R~�1 e I L REFERENCE POINT \ B�� _ TIN DISC IN PAVEMENT I I \ V) N 148502.7364 NO2ro8'4 \ + E 1213500 I 47 as' \ N0T54'44'E E 1213498.3310 Noe 26'4+ E 394.46' 1 \ 5 99 I (°---------------------------'�-------- "0279�9------- i63!@_---------�--- ELEV.=322.0E i 10' UTILITY EASEMENT ---------------36z.79-------- ----- 3� j------------- 313.99�---------- � 1p I E 1213500 I I '•q''�I � I 156E I Il NO2'08'44'E N0O '& E\ \ \ 'I I I I1 I1 23.23' I•i FENCE \ 1 l 5Cv cOR. , D1e\ 21 I ) %I I �s•\ IN PP 61 1 ilk I=1: 3 /s•2/ I I 1 I. \; >>ci 111bll' Avlb T 0'�! IA41 2l ZIFI N. J�/� NI WI YI WI- \\ Al r-----9s.to---1. IbI �� / ! z1�1 w:3 I z I I I$ 11 I I Zi, 12.70I el I'I FI „1 N023t'oVE - 61.03' -� �-------------- 33--------------� �= 0 4 66.15 wrp _j L-------�-79' 0-----J !,•O 41.13'J L__ _____ ___ __ _ 344.10' ___ ____ ___ _ 215.79' - I I g N " "E 5' UTILITY s DRAINAGE EASEMENT 65 88 DE D 651.3' g F ND NO2' ii 01 E 430.91 J n „ n IRO PIN W NO2 20 0 ( ) z t°� FOUND N 1148301.2342 1 I( y_SQ p NO2'23'04"E 1 0.00 IRON PIN E 1 t3369�480 ` EO) IOUND PIN Too IF UN ! Y VI �li� I lily J z FOUND % N 148302.2073 HC14fo v RE N 147871.LL161 =p IRON N Q� IRON PI t� ( O \ 69 / FOUND E 1213345.367 VC. l ( P N 147 72.0414 / K V F f O � ON LI�11.�11 IRON PIN \\\\ '���"'' E t213326,1, a0 E 121 317.3598 N 1 .7934 LPG F D N Q (61(,4 P 192) N 148367,32 Z _ E 1213$ 9.1152 p 3� IRON PR4 ® Q ONP t 0K' N 1 9.9t}0 E 1213372.2 © O 0 O O Q 0 rn E 12 3313 2$OS ® a Q Q ( PP M LEGAL DESCRIPTION A TRACT OF LAND LOCATED IN 714E NORTH 1/2 OF THE NE 1/4 OF SECTION 7, T-I-N, R-12-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULALY DESCRIBED AS FOLLOWS: IONUMENT TNE1 N�-i OVERALL -PHASE 1 PARCEL 3 BEGINNING AT THE SE CORNER, WEST 1/2, NE 1/4, HE 1/4. SECTION 7, T-1-14, R-12-W, THENCE N 02' 23' 03' E A DISTANCE OF 584,44 FEET BEGINNING AT THE SE COINER, 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 1289.44 FEET TO THE POINT OF BEGINNING: THENCE N 87' 34' 12' W A DISTANCE OF TO A POINT; THENCE N 87' 28' 54" W A DISTANCE O. 843.53 FEET TO 414.57 FEET TO A PONT: THENCE 5 02 20' 28" W A DISTANCE OF 113,74 FEET TO A POINT; THENCE S 37- 08' 49- W A DISTANCE OF A POINT; THENCE S 02 30' 41" W A DISTANCE O. 265.30 FEET TO A N 7!.00 FEET TO A POINT; THENCE N 50' 52' 53" W A DISTANCE OF POINT; THENCE N 87* 34' 12" W A DISTANCE OF 16.09 FEET TO A POINT; THENCE S 02' 25' 48' W A DISTANCE OF 55,00 FEET TO THE POINT O = 3 4COO FEET TO A POINT; THENCE S 37' 01' SY W A DISTANCE OF BEGINNING; THENCE S 87' 34' 12" E A DISTANCE OF 185.00 FEET TO F- O 6(,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 HAVING A 168.00 FEET TO A POINT; THENCE N 36' 55' 48' E A DISTANCE OF 65.00 FEET TO THE P.C, OF A CURVE; THENCE ALONG SAID CURVE TO THE RADIUS OF 20.00 FEET AND A CHORD BEARING OF S 42 34' 12' E AND F- LE"T HAVING A RADIUS OF 50.00 FEET AND A CHORD BEARING OF A CHORD DISTANCE OF 28.28 EMT TO THE P.T. OF SAID CURVE; THENCE 02. 25' 48- W A DISTANCE OF 276.00 FEET TO THE P.C. OF A CURVE; V)N 19' ST 36' 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 w O SAID CURVE; THENCE N 02' 25' 48' E A DISTANCE OF 121.40 FEET AND A CHORD BEARING OF S 4T 25' 48' W AND A CHORD DISTANCE OF TC A PONT; THENCE N 87* 33' 50' W A DISTANCE OF 110,00 FEET TO A PONT; THENCE N O2 30' 41' E A DISTANCE OF 240.46 FEET TO 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE N 87' 34' 12' W A A PONT; THENCE N Sr 34' 12- W A DISTANCE OF 16.00 FEET TO A POINT; DISTANCE OF 59.34 FEET TO A POINT; THENCE N 02. 25' 48' E A DISTANCE OF 70.53 FEET TO A POINT; THENCE N 87* 33. 50' W A WINCE N 02' 25' 48' E A DISTANCE OF 60.00 FEET TO A POINT; THENCE S 37* 34' 12" E A DISTANCE OF 16.09 FEET TO A POINT; THENCE DISTANCE OF 110.00 FEET TO A POINT; THENCE N 02 30' 41" E A N 02' 30' 41' E A DISTANCE OF 265.30 FEET TO A POINT; THENCE DISTANCE OF 240,46 FEET TO A POINT; THENCE N ST 3e 12' W A DISTANCE OF 16.00 FEET TO A POINT; THENCE N 02. 25' 48' E A S 3T 28' 54" E A DISTANCE OF 843.53 FEET TO A POINT; THENCE S 02 23' 03" W A DISTANCE OF 705,00 FEET TO THE POINT OF BEGINNING DISTANCE OF 5.00 FEET TO THE POINT OF BEGINNING AND CONTAINING AKD CONTAINING 14.205 ACRES OR 618.773 SQUARE FEET MORE OR LESS 1,192 ACRES OR 51,937 SQUARE FEET MORE OR LESS. PARCEL 1 PARCEL 4 �.� h BE,INMNG AT THE SE CORNER, 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 1289.44 FEET TO BEGINNING AT THE SE CORNER, WEST 1/2, NE 1/4, NE 1/4, SECTION 7, THE POINT OF BEGINNING; THENCE S 44. 05' 12- W A DISTANCE O' T-1-N, THENCE N 02 23' 03A OF FEET 205.12 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO POINT; THENCE I TANCEDISTANCE TO A POW7; THENCE N 8T 3a' 12' r I DISTANCE OF 200.5E FEET TO .56 FEET POINT; THENCE N 02 25' E A DISTANCE FEET TO THE f� THE LEFT HAVING A RADIUS OF 3800 FEET AND A CHORD BEARING OF S �,8' 00' 00" W AND A CHORD DISTANCE OF 69.20 FEET TO THE P.T. POINA OF BEGINNING. IN P.C.F A PRINT ALSO BEING C. OF A CURVE; THENCE V \ Y OF SAID WRVS; THENCE 25' W A DISTANCE OF 66.38 FEET CURVESAID ALONG SAID CURVE ALONG THE RIGHT HAVING A RADIUS OF 20.00 FEET AND A CHORD TO THE P,C, OF ; HE CURVE; THENCE AIDING SAID CURVE ALONG 725 RIGHT HAVING BEARING 5' S 4T 25' aE AND A CHORD DISTANCE OF 28.28 FEET THE G A fADIUS:HORD OF . FEET AND A CHORD BEARING OF AI 4T 25' {9"WAND 4 SAID OF SAID CURVE; THENCE N Sr 34' E A DISTANCE OF 335.00 FEET FEET A ,7' DISTANCE OF DISTANCE FEET TO THE P.T, OF SAID CURVE; THENCE TO 70 THE P.C. A CURVE; THENCE ALONG SAID CURVE TO G I RIGHT A 34 N ST }4' 12' W A DISTANCE OF 335.00 FEET TO THE P.C. OF A CURVE; DISTANCE RADIUS OF . FEET AND A CHORD BEARING OF N 4' 1 D A C AND A CHORD ,L TK NCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET F 28. DISTANCE OF 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE N 02' 25' 48" E : T EN E 0 AND A CHORD BEARING OF N {2 34' 12" W AND A CHORD DISTANCE OF 2528 FEET 70 THE P, T. OF SAID CURVE; THENCE N 02 25' 48' E A T DISTANCE OF 276.00 FEET TO THE P,C. F T CND A THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET AND A CHORD BEARING OF DISTANCE OF 207.14 FEET TO THE P.C. OF A CURVE; THENCE ALONG A N 25' 48' E AND A CHORD DISTANCE 28.28 FEET TO THE P.T. I CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET AND HAVING A CHORD BEARING OF N 4T 30' 09' E AND A CHORD DISTANCE OF 35.40 FEET TO ID SAID CLAW-W; A C VE; T S Sr T4' G E A DISTANCE 0: RIGHT FEET TO THF IS 1 P.C. OF A CURVE; THENCE ALONG SAID TO THE RIGHT A RADIUS _Z f6�� THE P.T. OF SAID CURVE; THENCE S 8T 37' 00" E A DISTANCE OF F S OF 20'W FEET AND A CHORD BEARING OF S 42 34' tt' E AND A CHORD D A C DISTANCE OF 28.28 FEET TO THE P.T. 10::,72 FEET 70 A PANT; THENCE N 89' 06' 05' E A DISTANCE OF OF SAID CURVE; THENCE S 02' 25' 49' W 293.08 FEET TO A POINT; THENCE S 8T 28' 54" E A DISTANCE OF A DISTANCE OF 3FEET TO THE POINT OF BE AND CONTAINING 154,62 FEET TO THE POINT OF BEGINNING AND CONTAINING 2,611 ACRES 2.713 ACRES OR 18,1 118,1 55 SQUARE FEET MORE OR LESS OR 113.740 SQUARE FEET MORE OR LESS. PARCEL to PARCEL 5 BEGINNNG AT THE SE CORNER, WEST 112. HE 1/4, NE 1/4, SECTION 7, T-1-N R-1 -w 2 THENCE N 02 23' 03 E A DISTANCET OF 584.44 FEET TO BEGINNING AT THE SE CORNER, WEST 1/2, NE 1/4. NE 1/4. SECTION 7, THR: POINT OF BEGINNING; THENCE N ST WA 34' 12" W A DISTANCE OF T-t-N, R-12-w, THENCE N 21' 03'E A DISTANCE OF FEET TO A POINT; THENCE N 8T 34' a' 12" W A DISTANCE OF 200.56 % FEET ET 'DINT 150.58 FEET TO A POINT; THENCE N 02' 25' 49- E A DISTANCE OF 52134 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO TO THE POINT OF BEGINNING. THENCE N 87' 34' 12" W A DISTANCE OF 28400 FEET TO A POINT; THENCE S 02 20' 28" W A DISTANCE OF 118.74 I.E. LEFT HAVING A RADIUS OF 38.00 FEET AND A CHORD BEARING OF N ::6. 51' 38' E AND A CHORD DISTANCE OF 31.43 FEET TO THE P.T. FEET TO A POINT; THENCE S 37' 08' 49' W A DISTANCE OF 75.00 OF SAID CURVE; THENCE N 44' 05' 12' E A DISTANCE OF 206.12 FEET FEET TO A POINT; THENCE N 50' 52' 53- E A DISTANCE OF 46.00 FEET TO A POINT.• THENCE S 37* 01' 53" W A DISTANCE OF 6600 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• SW 50' W A DISTANCE OF 108.00 THC POINT OF BEGINNING AND CONTAINING 2.138 ACRES OR 93,140 SQUARE FEET TO A PRINT; THENCE N WSS' 48" E A DISTANCE OF 190.83 FEET E 1214M.2239 FEET MORE OR LESS, TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING ELEV.=36Q.95 A RADIUS OF 20.00 FEET AND A CHORD BEARING OF N 64' 40. 48' E AND O PARCEL 2 A CHORD DISTANCE OF 18.62 FEET TO THE P.T. OF SAID CURVE; THENCE 1IN lJ Q S 87* 34' 12" E A DISTANCE O. 345.25 FEET TO TO THE P.C. OF A CURVE; BEGINNING AT THENCE BE C W, SE CORNER, WEST 43-E NE 1/4, NE 1/{, SECTION 7, ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS ST 2CE FEET T-1-N, R-12-w. THENCE N O2 23' OS"E A DISTANCE OF 1289.0 FEET AND A CHORD BEARING OF $ 42' M' 41' E AND A CHORD DISTANCE OF TO A POINT; THENCE N 87' 28' 54" W A DISTANCE OF W.53 FEET TO 28.23 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 A RADIUS OF 25.00 FEET AND A CHORD BEARING OF S W 39' 38' E AND CERITIFICATE OF OWNER A CHORD DISTANCE OF 34.16 FEET TO THE P.T, OF SAID CURVE; THENCE S 112' 2V 48" W A DISTANCE OF 207.32 FEET TO THE P.C. OF A CURVE; WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN THFNCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE ANY CHORD BEARING OF S 4T 25' RV W AND E CHORD DISTANCE OF LAID OFF, PLATTED AND SUBDIVIDED. AND DO HEREBY LAY OFF, 2828 FEET 1 THE P.T. OF SAID CURVE; THENCE N ' 34' 1E W A PLAT AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE w7H DISTANCE OF 5.000 FEET O A PANT; THENCE N 02' 4'12" E A THIS PLAT. DISTANCE OF 16.0 FEET TO A POINT; THENCE S BT 34'12' E A DISTANCE OF 16.09 FEET TO A POINT; THENCE N 02 >D' 41' E A DISTANCE OF 258.30 FEET TO THE POINT OF BEGINNING AND CONTAINING _ SIGNED. 1,1'l ACRES OR 48,385 SQUARE FEET MORE OR LESS. 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 $64 - INST NO. 57096 SOURCE OF TITLE: D.R. BOOK 278, PAGE 554 - INST NO. 57097 SOURCE OF. TITLE: D.R. DOCK 278, PACE $55 - INST NO 57098 SOURCE OF TITLE: D.R. BOOK 282, PAGE 177 - INST. NO. 57099 SOURCE OF TITLE: D.R. BOOK 604, PACE 15 / CERTIFICATE OF RECORDING "•^• - T '.MIS DOCTIMEN% NUMBER -„ _ _ _ Fngn FOR SLIR VEI ORS IV V 1 � RECORD . . - -. _ .-.19__, IN PLAT BOOK I. DISTANCES ARE SHOWN IN FEET AND INCHES AND DEOMAL PORTIONS THEREOF. --• PAGE -__- 2. BEARINGS AND COORDINATE SYSTEM IS BASED UPON PAGIS MONUMENTATION, (SIGNED) 3, IN ACCORDANCE WITH FLOOD INSURANCE RATE MAP - COMMUNITY PANEL NUMBER (NAPE) CLERK �- O5M81 OOIIE - REVISED NOVEMBER 3, 1993, THIS TRACT OF LAND IS NOT LOCATED WITHIN THE 100 YEAR FLOOD PLAIN, 4. THIS PROPERTY HAS RECENTLY BEEN RE -ZONED FROM R-{ - TWO FAMILY DISTRICT CERTIFICATE OF ENGINEERING ACCURACY TO PRO - PLANNED RESIDENTIAL DISTRICT, I,_Q,�( G-� -.n �� /r�GIll CERTIFY THATTHIS PLAT CORRECTLY REPRESENTS A PLAT MADE BY ME, 5. EASEMENTS SHOWN WITHIN MADISON HEIGHTS SUBDIVISION BOUNDARY OUTSIDE THE AND THAT ENGINEERING REOUIREMENTS OF THE LITTLE PHASE I UNITS ARE ALSO DEDICATED AND PLATTED AS A PART OF THIS PLAT DOCUMENT, ROCK SUE40MSION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH _. /ram. SIGN E DATE OF TION NAME, REGISTEREQ _ ENGINEER NO. 'J- 17- _ ARKANSAS CERTIFICATE OF SURVEYING ACCURACY SWBT-� AVBT THIS PLAT CpRRECTL TS A EBOUNDARYREBY RISURVEY TIFY T VBT Easement Approved MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND Casement Re tred THAT ALSURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED .p. Date /-� c"1i jF DATE OF EXECUTION NAME, ti - REGISTERED. PROFESSIONAL a LAND SURVEYOR Y ARKANSAS GRAPHIC SCALE CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND 60 0 30 60 120 3{0 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) DATE OF EXECUTION L.R. PLANNING - COMMISSION ( IN FEET ) 1 inch - 60 fL POINT PAVEM NT N 147 24.8555 9� E 1213 89.6575 304.82 END 7 FENCE MONROE ST. 50' R.O.W. 11/10/97 JRL REV. EASE. S. OF 14TH, ADDED EASE. NE COR. PAR. 1, REV. EASE. PAR. 2 DATE BY DESCRIPTION { REVISIONS 3 O ^ DI FINPLAT,DWG HNd 0. DATE SHT REFERENCE FINAL PLAT Ff. 44°••°S111Tf lF°• - MADISON HEIGHTS SUBDIVISION PHASE 1 �► uz a ° ° The Housing Authority of the City of Little Rock ct = ' 1-:FNO CON•., �•' FENNELL / PURIFOY ARCHITECTS � '6TL N MONUMENT = 3 N! 147221, 7014 ED; �•s e► .. ,4� °°° DATE: v7 r E 1213290.8488 �-zTs1 V c° o SEPT. 5, 1997 AMI ENGINEERING INC ACAD: FINPLOT 1-V7 DES">NED BY: KDV VIEW. PLOT V) O ENGINEERS • PLANNERS ° SURVEYORS PHOTOGRAMMETRISTS L+I DRAWN BY: JRL 201 Markham Center Drive 3 CHECKED BY: KDV P. 0. Box 25937 . Little Rock, Arkansas 72221 PROJECT p: 9607036 APPROVED BY: DRV (501) 227-7117 Fax: (501) 227-5755 SHEET: 1 of 1