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HomeMy WebLinkAboutS-1146-A Map 7DISC IN PP w LJ to d DISC IN PP FOUND IRON F N 148; E 1213 REFERENCE POW "+" IN CONCRETE t4 t4845"733- t2t45246604 L 32F94 ® Q 0 0 00 �J M 9 S02"23' "W 705 00' M 7 Go- UT1urY t - DRNM4AEE EASEMENT - --.,-- - - - - - - - - - - - - - - - - - - - - - -- C - - - - - - - - - - - 140.64' ISO AD, 9>> n - 90'05.00 \ RE. POI R . SB.00' R " 7500 \ 75.11' \ DISC IN PAVEMEN T - 17.26 L - 117.92' I ' I N 148465.0910 \ 32.41' 20 SETBACK n sETg EI-12f4`�+601.5400 /0t/ 427 - - - - - ^- I ELEv..328.21 % l4 7 \ NO 42" 5' UTAITY EASEMENT wa"e-basa /---->-------NOX -----------u.'-- 22811 U8 N 1214337.3532 JEFFE.RSON STREET N 147804.7906 PI J R 38. • 3A.43' 5022}'49'w E 1214321.8349 10' UTILITY EATEMETNT T - 140.00 - - - - I - eM.38' - - + n 15tano 79' $02 65 4$'W (c 36a pp I, P, G B. LL 4. N t I n/ 4261 uTi44VE Pt/ 4260 PARCEL /4 NO?, 6#20'31L - \ 9'W- - - - - •27E:00` \ `' _.. -. , n/ 4262 %7R5'4s,' n/ 4 %a25a 5• U TY EASEMENT S472Y40 I I S' SETBACK I p - 90'O0'OL tZ20' SETBAC( - t/ 4251 p - 89'59'59" I ( R - 20.00' n / „I I R- 20.00' o R 0D T- 20,00° R. 20.00' I I ?I I T - 20.00' I> i L - 31.42' T . 20.00' L- 31.42' I 1 N67$411 w L- 31.42' "I I Lam' aee' N0225'49'E 172.92 66.50' Fl l I I j- '15.00 s 20.001�I i° � I I - 8 II=Iol Si* IN. I I 'wi • I Hn � 1 I 1 I I� � I N022- - _V J I L 61.so' - _j I.. " 355 = a I' LLI W W n I n I i i7i 0 UTEU E T 10' UTILITY E. T I _ TW ASEMEN N • y Q C_ I II 1 - 1,5 W L_S�ftJk: 23 y7-E 1.7$ - -1 W 61.50' r 5a.0}' I WL Iy' W) Is Mi AT V) 1 I Go Y l x z1 1214100=I<I4 F la I I I n ! Pl/ 46 I I - I `s'I NOZ'25'49"E I n HI Il o f N09'E 20.00' I I I 00 z /i it i I zm L_ C J 66.57' I R•1yy I I I I !@> n g I I I L- - - �TZSQ:-w 34'1 2"1 L -6um_ �p Mq_5 J NOnw48'E-�// 10 UTILITY EASEMENT 10' UTILITY EASEMENT /2. L - N0225'48"E &Rn IS'42" 4 T " - + - 91.e¢3' 7 E Noz25'a6 67.99al.s� - -,0, 26.a0 I p - 90100,00 I �I p . 90*00,000 R . 20 W'I0" R - 20.00' R 20.00°' 2 T . 20.00' ^I 0 T . 2 T . 20.00' °I ' 20, �reACK L - 31.42' h t/ 4240 1 L - .511..42' 20' sETBACN�31.42' t Pt/ 4236 •UMUTY EASEMONT � �I LAIN/ 'l _ 25.28' 10• UT6JTY EASEMENT- 17.T'A03�$'4E'E-' 4"''"pt, 1 Pt 42 NO2'23'48�E'.- - - - - �76.00� - - - - - 4 I .• • / �r64p��"E��10' UTILITY [A541ENT - - --647"j6'4i�' W p • 8610'S20 SETBACK p • I' '00• R 25.020 00'90 T 0T 2,39' - 291 L 3L fy 7.60I S7REg7 - N0225'48'E - 386.00' NHL R ° 5 N1 W P1�JN ' p off, 10 0 6 0 0 o M e0 0 0 G (SK,a Pt80) o r Q r FOUND COI I z SE CAR„ a Z NE 1/4, SE 1289.44 (DEED 1290.01) R-1 .zLa N 1<7167T6 E 1214471, / 58a•44' I 15' UTIUrY h DRAINAGE EASENNET '• s------------------------------------------------ I POINT OF BEGINNING 9 & OvERALL-PIPARCEL #IA I•. �p N v I W g C4 I^vWi - QCL E 1214400 3 W to viln0 'p InN PAGES MONUMENT y1004-0188 �I imp ALUMINUM SURVEY CAP �I - _I. z z N 147180.64 rl 27a E 1214259.31 �I J N 147759,8312 t214319.9242 POINT OF BEGINNING ELEV.-360.03 I 394.81'----------y--- ! Pl/ b258 ,00• IV UTILITY EASEMENT .� \ - - - - - - - - - - - - - - 1 F4 388.39- - TDISC \ n - I5109'371 IN 18" OAF E 4 f0 \ I I.7 R - 165.00' \ S? '• •N R - 132 .0014 \ S71c^ L 431.66' I ` - 0 000'� \ L - 67.27' S7 ' \ \ JEFFERSON ST, 50• R.O.W. - 1.42 .42' ! Y \ n IC7.08 PP ,• a N I I STATE PLANE COORDINATES W iI POINT NORTHING EASTING DESCRIPTION I Z I O i% R 42 148456.773250 !21 52 .66038000 4 4 PLUS. IN. Co I F RR N E E E C u �I 4200 148169.530144040E 1213651.70114787 SETPNT I DISC I N 4201 148174.5256476: :2:365..9:3.<794 cF'oN' F 3 I'j•,la 4202 420E 148224.48068336 148229 47618694 1213654.03314865 1213634 24514872 SETPNT I SETPNT PAVEMEN' -- u ,$ 4204 147928.62309800 1213657.15483610 SETPNT I . 4205 148168.85157649 1213N 14 667,69070198 SETPNT E 121 4 .- 4206 148228.79401486 1213670.31963879 SETPNT I I= a207 148486.8a17362{ 1213681.637015a8 SETPNT E EV 0 148493.83609836 137Et2141O0 I 421147671.960229 215L.45941707 SETPNT 4211 147802.66028174 1213761.90831389 SETPNT{ n nI 4212 147853.48383833 1213764.06513095 SETPNT co 4213 147923.94753289 1213767.05542341 SETPNT 1 = i1 4214 147723.91924338 1213790.5L400608 SETPNT 4215 147635.84887833 1213799.37576189 SETPNT I7a•` 4216 147850.9680L 734 1213823.34715245 SETPNT < I I %( 4219 148166.68170075 1213836.74546602 SETPNT I7 7Y 4220 148216.63673651 1213838.86546673 SETPNT I O 1,7 elf 147870. 10203135 1213844.17716704 SETPNT 4224 148468.8193155 1213846.22964254 SETPNT 5. r ppp `�4�n00 QQj �l 4'l 4225 148145.85168617 1213855.87948003 SETPNT ro w 1 ®y/\ y�. 4226 148235.77075052 1213859.69548131 SETPNT I - / j11'"" 7.58' 4227 148442.90785151 I213868,48600252 SETPNT z Pt/ 4247ryo , ry6A \ �!• 4228 147570.84952711 1213885.62507418 SETPNT I 4 SD, W 118J4N� pt/ 424E 4229 147788.39467807 1213914.03%3004 SETPNT W ` SETPNT 147866.7L003022 1213924.10522424 TPNT I Q e'" yryb�\ 'S\ S'`�%b 4231 147623.53672239 1213925.37371010 SETPNT 1625i.40�.� O \NEB jsd4 4233 147796.35989561 1213930.87101896 SETPNT - E/ 4, \O� \'0094�i, 4235 148232.37874939 1213939.62 53851 SETPNT I ^ O [6N0225'48'E g�p�\f B\ 4236 147845.88001563 1213943.23923826 SETPNT I M < 30.78' �B�, 7• \ Pt/ 4243 4238 148439.32772146 1213948,40607587 SETPNT I � f \ �• 4240 148161.59369905 1213956.63755182 SETPNT l '- "'`JI p - 55'30'00" \ • 4241 148211.54873480 1213958.75755253 SETPNT "I 0 \ •S 4243 147594. 5 L 4 D5183 1213961.06242796 SETPNT l x n R - 20.00' af.H 11 . rl• Q \tJ+ 4245 148463.24247484 t21397a.50683739 SETPNT I T - 10.52' h \ \ 4246 147654,2573560 1214006.5205465 SETPNT I L - t9.37' �1 GR��'t'b?� \ 4247 147772.93277770 1214011.20236590 SETPNT (pt/ +O,�,E 1[ j+ 4 S3i J 4248 148458.97091280 1214077.13980417 SETPNT i V Plf 42 Id. a2' 09 0, SD,O Pt/ 4231 b7. 4250 147781.72120223 1214275.81262567 SETPNT O` S ^ 425L 147631.6762L$74 1214277.93307976 SETPNT I 2� \ 3y,� 6p03 �Y 4254 148147.38984315 1214291.33278369 SETPNT 4255 148197.34485966 1214293.45323778 SETPNT ! O 42M 147760.89118764 1214294.94663968 SETPNT \ Pt/ 4228 4259 147850.81013200 1214298.76309007 SETPNT I 4260 148L26.55972782 1214310.46679343 SETPNT 426t 1481216.47677293 1214314.28324809 SETPNT a \ �s4e\7S�C 4262 148282.8002936E 1214317. 09814761 SETPNT m1 4266 148280.68004107 1214367.05317267 SETPNT n 'QQ \ 4267 148463 56706895 1214370 18592300 SETPNT I SOy 19 \ \ 4268 147752.38722888 1214495.33127263 SETPNT 4273 148309.72120943 1214381,25503442 SETPNT Sjj1�� O 4274 147758.77118693 1214344.90167544 SETPNT Oil- t70�C)_ E 1213800 2"W /C `\ _Pt/ 4214 \ .rya \de E 1213800 rT'� ,o• UTILITY EASEMENT- - - -, _ --Nq�715's3_E - - - - 208.82'- Pt/ 421 ,` W'- A ^ 1 I - 14734, I -IE?i ' afa" 10' UTILITY EASEMENT Pt% 4215 7 •�' /P1/ 42 2 , \ \ �$SO ye^ \ \ < 4M'!I I Fri Ni o i19:9a'- - - - I-71'E0P'2�E 2t.40' I \ ✓i,/ O• C� I H T - L -- ' n.4o I n- i t 3*48'32 % P'/ 4x,o \ Ipv\\ IO m N 1478 , t R •' .0,0 Q N u7 \ i /� 6�4r/ I O E t213763.0052 1 I T - 76.71 \ �A E i2t3778.5887 \ \ LEGEND I 3 R _Qfjt W �Nz �V FS� I, o I I L - 99.32' Ii I Y ,1� tar5p ft'f - < d4b(8 1 P O Et* xla�l•q I in- 34ss34 \ INS+ \ s PLACED SURVEY DISC R- 45,00' \ ` \ I I i ;4 I ,,�">� Iz tizl 61IT _ si0i' \\ 7 �° \ in I N J ( >K Z n I I N\ \\ O FOUND IRON PIN 00 Ng2z5� i +"' w � I�PI = 9' 1`91?I n I In gi^"` � \ BIN ■ FOL'NJ CONC. MONUMENT z a UTILITY EASEMENT /" 51\ 10' UWTI' c4cr.rrT ! o 4z I Iti \ Ln \6• 258.30 Pt/ 4 06 4�o pt 4205 - -'y} - - - - I / I I \ 4 T4 \ \ I Pt/ 4204 QP \ n/ 4 7 NO2'30'41 "E 265 30' I 7R62.175e9, 1 - 240.4E - 736Pt/ ♦ P 4 .14' N 734'IVW POINT OF t6.09� NO2' ,5Q'Q48 N 734/2"W 6.76'�„ I I \ fq \ PARCEL pl/ 4201 \ 16.90• LIMITS OF PHASE NO2�5'48"E I48199.W321 NN 502 2005 48'E l I \ IN� \ I I� POINT OF BEG1'NNI NC PARCEL /3 I =Iq \ \ \ \ I I ' I$ \\ \ I I I \\ \ I I I N, \ 60 coR` "a o REFERENCE POINT i '\\ B/c DISC IN PAVEMENT N 148502.7 64 4OI E 12300 N0226'4f 394.46° NO2.7S4 \N07'54µE N� ;EON D E 1213498.3310 ------- ---- FENCE ELEV.=322.06 ---------- ----- ------- - - - - - -�- - - - - - -y 10' UTILITY EASEMENT 1 I �� E 1213500 5es \Ell I I IN02Y38'44"E Nop�.04.E \ FENCE Ph I(� �I �! Ib11 ^y0�/aryl/ Iw1� 1=1„ BRA\ ■d i T W I I W I PAGES MONUMENT #1004-0189 r0p /� o° 31 it - sl i ' \ 0: I - tiI Z ALUMINUM SURVEY CAP : /j / 1,^�I `�a'I n N I < i N 148157.59 �b / F �I W ! cw §I ICI 96.10' E t2t3a31.56 / / =1F1 ll�l ffl E---- - - - - -I• I=1 ELEV.-334.47 m / I=I l�l .1 zl I I8 I I =�I �g 12.70' 1=1 IbI �l BI NO2.31'01•E L-61.OY-.131 lt:-------•'S''S7�'•-------------� I LEFTSt,F� ------ _____ rl oil 344,10_ - _ _ _ _ 215.79' _ 75 I N I $N FOUND NO2" 1'01 "E 430. 1 - J I_ - - - - NO?�0'04'E - - -1s' unuTr N DRA NAGS EA EANENr - - - 65 $8 J (DEED 651.3') - - - - - - - o - - - tra(w' - - - J FOUND 14821011.2342 15 p/(WO o E F N NY IRON PIN E 1 R13M9 8 0i r FOUND 0) '� FOUND ! tl VI V4 1 f O I FR 5 NO2'23'04"E 1 0.00 �pE r 1 N 148302.2073 00 ,v,,�C/�� EC IRON PIN d IRON PIN � Z M 3 N \ 66 / FOUND E 1213345,367 1 (t1 N 147871, 161 r N 147872,0414 4 T CS I`1; ��IL� I p N 7934 PQD F IRON DIN \ E 121332 .4a44z 00 E 12138t 7.3598 M (e P' 192) (� o: E ,1152 P�� t3�" �1/ N oN �9.9t4o E 12t372 2 z ® © O O O O ® Q O N p3 00� I� E! 2 3313.2fI0S ® � I 42;Pt/4219 `� �V34224�----�so.W------ %�ti4-1F'S4T12 L `IO' UTILITY EASEMENT _ %7R3'a p - 90V0'0(1" �20' SETBACK R R - 20.00' p - '00' T . 20.00' R - 2 00' L - 31.42' N8T34'12'W T - 00 ,I - n02Rs'S3•E la7_i8'- /9. 34'L - 3i. 25. O O tJ REFE%NCE POINT DISC I Q PAVEMf NT N 147224,8555 E 1213�89.6575 �L FV-304.82 MONROE ST. 50' R.O. W. O LEGAL QESCRIPTION A TRACT OF LAND LOCATED IN THE NORM 1/2 OF ME NE 1/4 OF SECTION 7, T-1-N R-12-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULALY DESCRIBED, AS FOLLOWS: `' " 7 T-I-N,-N, OVERALL -PHASE 1 PARCEL 3 9 BEGINNING AT THE SE CORNER, WEST 1/2. NE 1/4, NE 7/4, SECTION 7. BEGINNING AT THE SE CORNER, NEST 1/2. NE 1/4, NE 1/4, SECTION 7, 75 T-1-N, R-12-W, THENCE N 02' 23' 03' E A DISTANCE OF 584.44 FEET TO tHE POINT T-I-NI, R-12-W, THENCE N 02. 23' 03' E A DISTANCE OF 1289.44 FEET OF BEGINNING; THENCE N 87' 34' 12" W A INSTANCE OF TO A PONT; THENCE N 87' 28' 54• W A DISTANCE OF 843.53 FEET TO 48457 FEET TO A POINT; THENCE S OY 20' 28' W A DISTANCE OF A POINT; THENCE S 02. 30' 41' W A DISTANCE OF 265.30 FEET TO A (n 118.'14 FEET TO A PONT; THENCE S 37 08' 49' W A DISTANCE OF PONT; THENCE N 87 34' 12" W A DISTANCE OF 15.09 FEET TO A POINT; 75.0) FEET TO A PONT; THENCE N 50' 52' 53" W A DISTANCE OF THENCE S 02' 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 ~ 66.00 FEET TO A POINT; THENCE N 5Z• 59' 50' W A DISTANCE OF ' " THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A (O 168.00 FEET TO A POINT; THENCE N 365548E A DISTANCE OF . RADIUS EE S OF 20.00 FEET AND A CHORD TING OF S 42' 34' 12' E AND .- LEFT) FEET TO THERA P.C. OF A CURVE; THENCE µONO SAD CURVE TO iNE A CHORD DISTANCE a 28.2E FEET THE P.T. OF SAID CURVE; THENCE F 0 LEFT HAVING A RAND OF 50.00 FEET AND A CHORD ET TO T OF N 15' S7' S6' W AND A CHORD DISTANCE OF 83.78 FEET TO ME P.T. 6. S OZ' 25' 48' w A DISTANCE OF 276.00 FEET TO ME P.C. OF A CURVE; N 'S`t•' OF ',AO CURVE; THENCE N 02. 25' 48" E A DISTANCE OF 121.40 FEET THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET AND A CHORD BEARING OF S 47. 25' 48' IN AND A CHORD DISTANCE OF TO i4 POINT; THENCE N 87. 33' 50' W A DISTANCE OF 110.00 FEET TO 28.26 FEET TO THE P.T. OF SAID CURVE; THENCE N 87' 34' 12' W A A PONT; THENCE N 02. 30' 41" E A DISTANCE OF 240.46 FEET TO A DISTANCE OF 59.34 FEET TO A POINT; THENCE N 02' 25' 48' E A POINT; THENCE N 87 34' 12' W A INSTANCE OF 16.00 FEET TO A POINT; DISTANCE OF 70.53 FEET TO A POINT; THENCE N 87 3S 50' W A THENCE N 02. 25' 48' E A DISTANCE OF 60.00 FEET TO A POINT; THENCE DISTANCE OF 110.00 FEET TO A POINT; THENCE N OY 30' 41" 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 0',' 30. 41• E A DISTANCE OF 265.30 FEET TO A POINT; THENCE DISTANCE OF 16.00 FEET TO A POINT; THENCE N 0Y 25' 48' E A S 87' 28' 54' E A INSTANCE OF 843.53 FEET TO A POINT; THENCE DISTANCE OF 5.00 FEET TO THE POINT OF BEGINNING AND CONTAINING S 0'V 23' 03' IN A DISTANCE OF 705,00 FEET TO THE POINT OF BEGINNING 1.102 ACRES OR 51,937 SQUARE FEET MORE OR LESS AND CONTAINING 14.205 ACRES OR 618,773 SNARE FEET MORE OR LESS. PARCEL 1 PARCEL 4 (F� �.� BEGINTNG AT THE SE CORNER, WEST 1/2. NE 1/4. NE 1/4. SECTION 7. T-I-N, R-12-W, THENCE N 02. 23' 03-E A DISTANCE OF t289.44 FEET TO BEGINNING AT THE SE CORNER, WEST 1/2. HE 1/4. NE 1/4. SECTION 7, THE >ONT OF BEGINNING; THENCE S 44' 05' 12' W A INSTANCE OF T-I-N, R-12-w, THENCE N 07' 23' 03'E A DISTANCE OF 584.44 FEET TO A POINT; THENCE N 87' 34' 12" W A INSTANCE OF 200,5E FEET TO Cj a• 206.12 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE EFT HAVING A RADIUS OF 38.00 FEET AND A CHORD BEARING OF A POINT; THENCE N 02. 25' 49• E A DISTANCE OF 90.00 FEET TO THE F� I \ f S 68' W' 00' W AND A CHORD DISTANCE OF 69.20 FEET TO THE P.T.V POINT OF BECINNING, SAID POINT ALSO BEING P.C. OF A CURVE; THENCE µANC SAID WRVS TO THE RIGHT HAVING A RADIUS OFF FEET AND A CIHORD �YC m OF TIED P.C.O: THENCE s 02' 25!THENCE LOW A INSTANCE OF 66.38 FEET TO THE ,C. OF A CURVE; THENCE µANC E+UD CURVE TO THE RIGHT XAVANF B�HO OF S 4R 25' 4EN W AND A CHORD INSTANCE OF 2OF FEET THE 2& A RADIUS OF 20.00 FEET AND A CHORD BEARING OF S 47 25' 40' W AND P.T. OF SAID CURVE; THENCE N 87 34' 12' W A INSTANCE OF 335.00 FEET FEET TO THE P.C. OF A CURVE; THENCE ALONG SAD CURVE TO THE RIGHT HAVING A A CH'•RD DISTANCE OF 28.28 FEET TO THE P.T, OF SAID CURVE; THENCE N 87' 34' 12" W A DISTANCE OF 335.00 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 LL THENE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET DISTANCE OF 28.28 FEET TO THE P.T. OF SAD CURVE; THENCE N 02' 25' 48' E AND A CHORD BEARING OF N 42' 34' 12' W AND A CHORD DISTANCE OF A DISTANCE OF 276.00 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAD CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET AND A CHORD BEARING OF 28.2f FEET TO THE P.T. OF SAID CURVE; THENCE N 02' 25' 48' E A DISTANCE OF 207.14 FEET TO THE P.C. OF A CURVE; THENCE ALONG A N 47 25' 48' E AND A CHORE) DISTANCE OF 28.28 FEET TO THE P.T. OF CURV; TO THE RIGHT HAVING A RADIUS OF 25.00 FEET AND HAVING A CHORD SAID CURVE; THENCE S 87. 34' 12" E A DISTANCE OF 335,00 FEET TO THE PC. OF A CURVE; THENCE ALONG SAD CURVE TO THE RIGHT HAYING A RADIUS ^ BEARNG OF N 47' 30' 09' E AND A CHORD DISTANCE OF 35.40 FEET TO THE P.T. OF SAD, 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 .Y` 102.72 FEET TO A POINT; THENCE N 89• W' 05" E A DISTANCE OF OFF 27 :FEAR TO TO HEP.OFT OF CURVE; THENCE S 02. N25'IN 49• w DISTANCE DISTANCE A DISTANCE OF 2IIS.1 FEET TO THE OFLEST_BEGINNING AND CONTAINING 293.CS 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 2.7t3 ACRES OR 1i8,155 SPUME FEET MORE OR LESS T MORE OR 1',3.740 SQUARE FEET MORE OR LESS, PARCEL-1 A PARCEL 5 BEGINNING AT THE SE CORNER, WEST 1/2, HE 1/4, NE 1/4, SECTION 7, BEGINNING AT THE SE CORNER, WEST 1/2. HE 1/4, NE 1/4. SECTION 7° T-1-:4, R-12-W, THENCE N 02 23' 03 E A DISTANCE OF 564.44 FEET TO T-1-N, R-12-W. THENCE N 07 23' 03'E A DISTANCE OF 584.44 FEET THEPOINT INN � BEGINNING' THENCE N 7 a 34 12" W A DISTANCE OF r r 0 A PAIN THENCE N 87 34' 12' W A DISTANCET OF 200.5b FEE POINT O 150. 3 FEET T A T� } EE 0 POINT; THENCE N 4' A T E CE 02' 25 9 E DISTANCE OF 52224 T T FEE TO M T NI N E PAIN OF BEGINNING; THENCE ST 34' 12' W A DISTANCE DE of 284,00 0 E OF A TH M P.C. ENCE ONCE ALONG SAID CURVE TO FEET TO A POINT; THENCE S 02' W A DISTANCE OF N 2'ffT W E A RADIUS OF 58.00 FEET 3I A CHORD BEARING OF N 26' S1. E END A CHORD F OF 31.4E FEET ?2 TH' P.T. C20'e 49' FEET TO A PONT; THENCE S 37 W A DISTANCE OF 75.00 CURVE; OF S.W CURVE' THENCE N as• A E CE OS 12 E DISTANCE OF 206.12 ET FE 05' 12" FEET TO A POINT; THENCE k 5P 57 53' w A DSTANCr F 6.00 52' 53" 46 FEET T A POINT; THENCE 0 POI S 37 01' w A TM 53 DISTANCE OF 66.00 i791 TO A POINT; THENCE S 0Y 03' w A OF 705.00 FEET FEET TO A POINT; THENCE N 52' 56 SD,' •W A DISTANCE OF 108.00 223g D THE FONT OF BEGINNING AND CONTAINING 2.138 ACRES 0R 93,I40 SNARE 2.138 A Q FEET MORF. OR LESS FEET TO a POINT; THENCE k 36' S5' 48' E A DISTANCE OF 190,8E FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING 95 A RADIUS OF 20.00 FEET AND A CHORD SEARING OF N W40' 48' E AND PARCEL 2 A CHORD DISTANCE OF Ia62 FEET TO THE P.T. OF SAD CURVE; THENCE S 87 34' 12' E A DISTANCE OF 345,25 FEET TO TO THE P,C, OF A CURVE; BEGIN41NG AT THE SE CORNER, WEST la ME 1/4, NE 1/4, SECTION 7, THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET T-1-4, R-12-W. THENCE N 02' 23' 03'E A DISTANCE OF 1289.44 FEET AND A CHORD BEARING OF N 42' 34' 12- W AND A CHORD DISTANCE OF TO A POINT; THENCE N 87 28' 54' W A DISTANCE OF 643.53 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 W.159 SQUARE FEET PADRE OR LESS, POINT OF BEGINNING; THENCE S 113' 45' 114" E A INSTANCE OF 165.58 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO RIGHT HAVING A RAINVS OF 25.00 FEET AND A CHORD BEARING OF S 40' 39' 38• E AND CERTIFICATE OF OWNER A 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; THENCE µANC SAW CURVE THE RIGHT HAVING A RADIUS OF FEET WE, THE UNDERSIGNED, OWNERS Of ME REAL ESTATE SHOWN AND (NERD, TOTING OF S 47 25' 7' A W AND A CHORD INSTANCE OF E OF AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE RAVE RV 28.28 FEET 1 THE P.T. OF SAID CURVE; THENCE N 87 34' W A DI$TA4CE OF 00 FEET TO A POINT; THENCE LAID OFF, PLATTED ANO SUBDIVIDED. AND 00 HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE IN AC ANCE WITH N 02' 4'12' E A E 5.0 DISTANCE OF 5.00 FEET TO A POINT; THENCE S 8T 34'IY E A THIS PlLA�T'DISTX�CE OF 18.09 FEET 0TO DISTANCE OF 256.30 FEET THE POINT BEGINNING AND CONTAINING %�j f { $ t.ttt ACRES OR 48,385 SQUARE FEET MORE OR LESS. SIGNED. -H -�- DAT[ OF E], TECH NAME ADDRESS SOURCE OF TITLE: D.R. BOOK 278, PACE 553 - INST, NO. 5705 SOURCE OF TITLE: O.R. BOOT( 278, PAGE 554 - INST. NO, 57096 SOURCE OF TITLE: D.R. BOOK 278. PAGE 554 - INST. NO, 5,7097 SOURCE OF TITLE: D.R, BOOK 278, PACE 555 - OUST. NO 57098 SOURCE OF TITLE: D.R. BOOK 282, PAGE_ 177 - NST. NO. 57099 SOURCE OF TITLE: D.R. BOOT( 604, PAGE 15 CERTIFICATE OF REI NG /��Iy H THIS DOCUMENT, NUM -' ®,/2 _423Ni FILED FOR SURVEYOR S NOTES RECORD -'--� Y IN PLAT BOOK 1, DI:ITANCES ARE SHOWN IN FEET AND INCHES AND DECIMAL PORTION$ THEREOF. _ YO�'�'T� 2. BCARINGS AND COORDINATE SYSTEM IS BASED UPON PAINS MONUMENTATKIN. (SIGNED)+X�•`{- 3. 1N ACCORDANCE MIN FLOOD WSURANCE RATE MAP - COMMUNITY PANEL NUMBER CAROLYN ST/aLEY. Circuit County C!Rrlk & RBcor( 05018 0011E - REVISED NOVEMBER 3, 1993, THIS TRACT OF LAND IS NOT LOCATED (NAME) CLERK )WMIN THE 100 YET FLOOD PLAIN. 4. hN5 PROPERTY HAS RECENTLY BEEN RE -ZONED FROM R-4 - TWO FAMILY OF ENGINEERING ACCURACY LY DISTRICT �1��� � 4�' TO PR) - PLANNED RESIDEN71AL DISTRICT. I,�Sr.�1l�EIC�Y_ BY CERTIFY THAT THIS PLAT CORRECTLY REPRESEN A PLAT MADE BY ME, 5. EASEMENTS SHOWN VATHIN MADHSON HEIGHTS SUBOIVISIH]N BOI/NDTv OUTSIDE TINE AND THAT ENGINEERING REQUIREMENTS OF ME LITTLE PRASE I LIMITS ARE ALSO DEDICATED AND PLATTED AS A PART OF THIS PLAT DOCUMENT, ROCK SUBDIVISION RULES AND REGULATIONS NAVE BEEN 6. EFROR of CLOSURE " 0.000COMPLIED WtTry SIGNE,1P,­jf 7, ME FORMER DRAINAGE EASEMENT FEED FOR RECORD NOVEMBER 16. 1979. OF RECORD DATE OF EXECUTION NAME, REGISTEEQ �,� AS INSTRUMENT NO, 79-54736, AND RE -RECORDED NOVEMBER 19, 1979. OF RECORD AS ENGINEER ND,.R"i! 3 - INSTRLMENT NO. 79-55006, IS ABANDONED AND REMOVED FROM THIS PLAT BY VIRTUE OF ARKAN5A5 THE R :OROING OF THIS PLAT VMICH PROVIDES NEW DRAINAGE EASEMENTS, CERTIFIC-A_T,E,gf SURVVEYING ACCURACY 44444A1111114 I. �.e�if�T.Jf��i�1�REREBY CERIFY THAT . THIS PLAT CORRECTLY REPRO TS A BOUNDARY SURVEY 444s•"�Yr� C I RCGFF,PP MADE OR VERIFIED BY ME. ALL MONUMENTS REOUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND I w �L w 4. • "r �. /� ^• THAT ALL SURVEYING REOUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED p i 1 P WITH, _41//4 to O_WM I < v DATE OF EXECU' ON NAME, L!1 Ik� REGISTERED. PFROF'ESSIONµ r.g 5Ug pR U)1T�,.✓ GRAPHIC"°45�ALE �- CERTIFICATE OF FINAL APPROVAL PURSUANT To THE LITTLE ROCK SUBDIVISION RULES AND 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 UndNS. EET'(SIL.W,_ � NE ( IN F) CIA or E%E/YnaN coiiMlsslDN I inch - 60 tL -_I ® F L INA L BY: DATE: 20 m��°44(y1.ST�4��IAAAA 4✓"•STATE Of "'•.•• sAi,I o Aaw�lsns 1L� rt 4AEMY� V ' SSGNA?VRE uMENON-C,�f91yA9l.Idp • �j'�: 147221.7014 D. a o 5 .• 1213290,8488 DA1E: _ a4444Va Q DESIGNED BY: KDV DRAWN BY: JRL I I I k'_D BY: KDV s� I Is e 4/16/98 JRL ADDED NOTE N0.7 4/9/98 tt tO/97 JRL JRL I MADE CHANGES AS PER CITY L.R. & ENTERGY COMMENTS.:, REV. EASE. S. OF 14TH, ADDED EASE. NE COR. PAR. 1. REV. EASE. PAR, 3' DATE BY I DESCRIPTION REVISIONS DATE ISHT i REFERENCE FINAL PLAT MADISON HEIGHTS SUBDIVISION - PHASE 1 e dousing Authority of the City of Little Rock FENNELL / PURIFOY ARCHITECTS M ENGINEERING, INC o DATE: SEPTA 5, 1997 JGINEERE P �Irt1E EERIEI ORS,. P OTOGRbAMNnETRIS S ACAD: FINPLOT MEW. PLOT 201 Markham Center Drive PROJECT p: 9607036 P. 0. Box 25937 1 Little Rock. Arkansas 72221 (501) 227-7117 Fox: (501) 227-5755 SHEET: 1 of 1