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HomeMy WebLinkAboutS-1146-B Map 7REFERENCE POIN IN CONCRETE M-148456,7733------------ fLI214524.6604 EI 7;p 327.94 DR,fj ict POINT OF BEGINN TUG•'---._� ARCEL #1 I INO I W Unutt Ut DRAINAGE EASEMENT 502K3'03' N8733'54"W ____ ____ 1 100.f L 1 0 08 O N O O 00 tp C Z solml l0i 705.00' L 1�' o jl_ O o o PUN �pI M O O (BK,4 77.25' 16 PARCEL /tA 16 0)io i! ' 81.25' I _ ________S__0_2_'_2_3_'O_3_'_W____i_9_2_.91_'_ _______________i__-_______ _-`_ _�+�SEN03'3H'S9"E _2__2_6._41'________ _______ I_ q I. �t _ --_ , vi W Ho ? bsl i a t �O Stf. Sls_ 26'12" = FENCE �" 41 9S1A W 09.33' Q 1nCOR. p = 48.51'38" �1 _ d� a 90'O5 00" d DISC REFERENCE P01 R 38 DIY R m 75.00 3 Z i IN PP DISC IN PAVEMENT L 32.46' t7, _ 1ii�sz' �Y %, W ;a V- 3. 31' N 148465.091b ' _ �o W'�O F. �A �� i-44dYil/TTQ1.54©01 ��pp�LF- 427 - 14' SETBACK-i�e�_-6`>5�_- E 12 u - 7y - - - - -S vTKnv EASEMERr - - - - - - - Via- - - - - - - - y ELEV.=328.21 i�`�/ ;'; Pt# 4266 ------------------------m2-aw-E-------------- ' �iZ 322:-38' - >---- - t# w�S7 FF ON STREET Pt# 4274 �_ I T4 S` 2651,36.E N 148170. JE ERS EE N 147804.7906 0 -J N 14775 . i F. 1 /; ;• �= 228'51 08" E 1214337,3532 3 E 1214321.8349 E 121431 S21442 NOr25'49"E 96.W' . 3L{3' S02'25'49"W W 10' UTWTY EASEMENT R =- -=a--------r---- ------ ----------- 3c6.oD. ------------------�11M,1214'lrvl - 4s.00' POINT OF BEGINNING LLJ +-___�____________� I T a S022549 W uo.00 0 P.O.B. _ NO2K5'49_E lYr Ir_.______________________� r+ 1- at35 t : 151.79' 66 38' 2828 A#RCE4-/5-------- - to 3 ; 1 54234'11 E Pe# 426o PARCEL j4 NO2'2 9"E Pt a258 _ I 56600'00" Pt# 4262 I __________ _ _ _ - -r _ _ ______________________________ N 148310.3326 1 6'9.20' _y ' ___________ H i I E 1214343.28921 1� Pt 4262 gq•�y'yg'yr"•. I_ •• _r____ __.____.q.N.tpyZg>yA.W,-______ �.78'__ _-_-_ �5a9 5^0° Via__________________ N p 28.28 Pt# 425rs t AWI ML-14' SETBACK Ay i u28.28 § C� t0 \ 14' SETBACK I Q x 90"00'Ob3 _ r^ , « t# 4257 R = 20.00 rn'os `D R = 20.00' i 9000'00, R- 20.00' R �, T = 20.00' "" "°`o- L = 31.42W UTIUTY EASEMENT T = 20.00'20.00' T - 20.00' , , a--------- -L = 31.42' ; ( N '548"E 71'' ' NO2'25'49"E 102.1 _87_02'3 ' 0 -- 14-- 115' UTILITY EASEMENT " T it"W 51. 7' { . w; , ' I 8 .89 20' UTIUTY EASEMENT 5�'i Wi -----5 ;Lipr------------------ ' s' unu7r p [-i Q8 C 1 EASEMENT 0.1 �1 ' 10.00' S' O 1 ; O 15.00' N ; i I F Zi Oi c £ i In I i0 ' Z � MA ' , Mi I_ , W n, j W (y N AO z i N;,1 1I I NO2'254$"E w1 ' I Z W W. ----- 54. M W W N m N T "E 74" �____- , ' 10 UTILITY CASEMENT ' 3 ' 10' UTILITY EASEMEN�f , , � i Vli ^' W a. m J A.______- _____r____-r_, HW r_r________________I r_________________, a; ' N W ' (S' UTL EASE. r 71.75 56.50 S4.05' ' "' 1 N 1I a ; I ; M LJ______________ _____J NO2520Q7"E W ; ; }; , 00 mi 'r £ z w 3 z. R 'I of 7o m 60 W PG F - i n m U I"" 70. 1214100= ! m n� - N i 21 �y 14 z 13 3 or CC ^ a ^ <i '= FIIN I FN ; } ,21$' I I V I f° '3 'TINT O0fq� NO2'25'49"E ' I t, ' M ;1 I S. F'1'r I Pt# iN 48 -� i - I q) RDI 'e; ? NO2'25'49"E 20.00' Z 1� i yr, \ I00 qF/ i�20.38' ,-\. L Z p, y� ' S0' t# 4247•L. N, i z ,,V,A 't=--- s6.5T J 502 "1$ W 11 $.74'�'`: Pt# 4246 ,0 '4 Try 0 J ru y - '� `, '� %• ' 21 :NO2'25'48'E NST34'12"W I ' j S6 _--- �o 1 I ._�.______ _________A T o-° 140.16' �'7oU' 36.65____� ' i'r25_40_,'/.00,:00 jg9 is eA W , , , &OD' w o- �ti. 9 b 1 5' UDUTY L 9. _ 10.55' _______ _______________- ___________ , t UTILITY EASEMENT 13 ______-21' N`: 02i+ EASEMENT i 10' UnuTY EASEMENT " ___.-__________________________________________________, O ___�-_____-__ _ _______________, r______-_ __ " „ j j NO2.25'48"E 9x?�?' I , �_ ______________________ , I ' NO2'25'48'E 99:50' .. NO2'25'48"E 19350' a 30.76" 6�, O 42" So8T79'4e'W - ' r J N m 90'0090043' 'gov = 90'00'OD II I m F 20.00' rni ^ I R = 20.W T 20.00 I 55'30'00" 1 •q� w I T a 20. 25.06 ; m T a 20.00' I"' 1�I T 20.00' n ri 5' UTILITY EASENEN7 _ �' 7; o R= 20,00' t 1 t# ��45 L 39.33' ij 2 L - 31.42' t# 4240 L 3t.a2' g� L 31.a2' „ I Pt# 42 N T = 10.52' NAY ph NN I` 7'30'p9"£ gpPGTBACK N4r34'12`W ' ' Y n423412 �J Pt# a2 1 ,,` N4TY1{8'E 10' UTIIJT7_EAS(lAENT ib' SETBACK 2&1' _ ' ! ` L = 19.3T spy b _40' S�UpUTY EA _._._._ _-_ _ _18:2✓i._ _-_-, _-_-_-_-_-_-__-_ _______ ______ ' Pt# t '40'48"EPt# 4 i NO2 25 48 E 276.00 Pt 423Q II I&62' ST 4 07.14' - Pt 4234 `F i - NO2'25 8 E 2 �Ay\4� tz£ Pt a22J. W^� Y " '�- )) Q- S N 147822.5985 ' N i 1 t E 1213 2.21 1 12I3897.75,5 o N3 Gn<i o \ 6S) \s N E Noz•Zs•4S"E 3 MADISON STREET--_-_--- NO365. "E-_-_-_-- •---_-- - --------------- - 32s:5s co - - - - �sv.00 CO \�q N 148514.3634 N 147823.4465 I '\ , E 1213882.2332 \ E 1213911.5544 ' N ' 79 Pt# 4227 Pt# 4226 I Pt# 4225 Pt# 4223 S02 25'48"W 207.32 _ -S02 25'a8"w- 276------------------------ - - 4M 7.77 _________________________________________________________________ ,,LPOI 4229 'e.2•srrre"__ _ _ __ N g-_-_- �_-_- t# 421 m ___ !iIiFY£ASEMENT_--_-_-S<7'23.48'W'•��1 Pt# 42Q.' ',' 2&28'-EA-`14' SETBACK �n aiT1S \ `:\ (at#4�2 i 34.16' 14' SETBACK 2828• 1 , .i = 9Q•�,�. ^ ' I ;Y 28.28•1 = 900000 ,Y I R = 20.00' �°^ mil Im _ *0000" I- \ �342: ! a �,`m na, ,N 5' UTILITY EASEMENT �1 'w R = 'Z 00' u }} ' NA ;'"i4`77"W ��\ Pti 4224 \ ,•, _ .Di W 1 j I0 = 86"10'52" R 20.00' �YI R T= 0 aad T R - 25.00' T = 20.00' 1OI '„+,',� a 2 ^� �� io L = 00 a T - 23.39 n, 1.42 To 3o"E L - 31.42' 1 I L n s's3 1op,32_ I iM a 31. 2' N ' L = 37.60' ,g'1%3T"'l iO4.46`___________________ I, ! ._.____ _ _____ .______ N�75-�_E_______________: ;no ' 25.DO. N .,lb`9 g I O 15' UTIUTY EASEMENT iw 95.97' D^D E 1213800 a --- 20' UTUTY EASEMENT L - - 70-53 ' •'+ ____ , ' �.I _________87:78�-- --1 J Pti 4213 N b f Y ":w, NO2'25 `E 144.34' I - o HA I ' _________________tt____;__ ________p� �' ; y' C4$IE-- 21,41 i lu Nmim. /L1, •,Jilts m �� :� *94 N; `72N 0 m ice; �LL I° i mIN N8T334' 10' N 147828.5063 05 W n 9.3 ' 6, 47'I o E 1213763.0052 O m £SF .'S' LLJ z ,� �' 1. , • (Ji K1F ,. 1 \0�',1 90' 3 w o' � ' NO2'25'53"E ?°ry"'� �00 %15' UTILITY EASEMENT -4 % �, ,Do t 63.88' -- rt^ I 70'UTILITY EASEMENT z�'0 1 Z Lj-, 7.00' 10' ' nUTY EASEMENT ; ot, Pt 42 i # 4205 \ I 1 __ _________ _ _______ __ __ 258.30 O2 7375 - # 4200 240.4b ' i_ Pt 4204 Pt# 420 NO2'30'41"E 265.30' ' 1 . T.14• NS2 6?gy____m; 1, 5.00 Pt# I1207 Pt# 420 Pt 4 02 H N8 661.2"W N IN Z 1 89.44 W W IY 3 V) o iN CIA a Kt REFERENCE POINT rn DISC IN PAVEMENT V) M N 148502.7364 3 E 1213498.3310 ELEV,=322.06 oV/ E 1213500 N FENCE DISC : COR. IN PP ;N 0 Ld yW IN W; r, z 00 4 N I r------ --------t 41 I NO2'3' O O "-sis po7W LIMITS OF PHASE NO2'25 48'E 5.00, NOY26'44"E 382.79' 394.46' i. vice W PAGIS MONUMENT #1004-0189 �i ALUMINUM SURVEY CAP N 148157.59 E 1213431.56 I ELEV.=334.47 o CN FOUND V. no.00----------------I It IRON PIN FOUND N 148301.2342 It Z PIN E 12133693480 NO2.23'04"E 1 0.00 } N 1�as302FOUND.2073 0 00 IRON Pt ( \ y8 / FOUND E 1213345.36761 OQ IRON PIN C� N 148U 9 .7934 P P ,y1 �Q PIN N83 1467.32 Z E t2t33 9.101ONP fit• E t2 331392SE 12O 72.2 11 "E 430.911 v1 1 W c 6�50 1F1Q1 FOUND IRON lbI V V � N 14787871,i 161 •' n E 1213320,4440p 00 0 O O O I 1 12.70' 421 z A W p =•"dt 3'48 A\ R = 56;Op' T = 76.71'` L = 99.32' A - 34.35'34" R = 45,00' T - 14,01' L - 27.17' m N UTIUTY EASEMENT IRON N N 147 72.0414 E 121 317.3598 O � 0F IN E 12 �y y ` 9`-5e 1 as'•,, xgf N9p 111ON j o 0 0 � I D 129 .0') 584,44' 15' UTILITY & DRAINAGE EASEMNE7 16 UTILITY EASEMENT O O N O 0 1�) V G O 1Z i1 I� 1 W 1 W E 1214400 iz 1a 147 PAGIS MONUMENT #1004-0188 E ALUMINUM SURVEY CAP �I N 147180.64 E 1214259.31 ELEV,=360.03 ► I N R = \ 0 = 32'07'14- `S? js r��, L - R = 120.00'S, T = 3C55' L = 67.27' STATE PLANE COORDINATES POINT NORTHING EASTING DESCRIPTION 42 148456. 77325100 1214524.66038000 PLUS IN. CO 4200 148169. 53014403 1213651. 701 t4787 SETPNT 4201 149174. 52564761 1213651. 91314794 SETPNT 4202 148224. 48069336 1213654. 03314865 SETPNT 4203 148229. 47618694 1213654.24514972 SETPNT 4204 147928. 62309800 121367 3 610 SETPNT 42M 148168.85157649 1213667,6948 69070198 SETPNT 4206 148228. 79401486 1213670. 31963879 SETPNT 42M 148493. 836OSS36 1213691.9437 1 4 S 8 SETPNT 4210 147671.96022995 1213751.459 77 TPNT 141 00 $E E 12 - 42L0 1a7671. 96022995 12I3751. 707 45941707 $ETPN7 4211 147802. 66028174 1213761. 90931389 SETPNT 4212 147853. 48383833 1213764.06513095 SETPNT 4213 147923. 94753289 1213767.05542341 SETPNT 4214 147721 91924338 1213790. 51400609 SETPNT 4215 147635. 84887833 1213799.37576189 SETPNT 4216 147250.96201734 1213923.34715245 SETPNT 4219 148166. 68170075 1213836.74546602 SETPNT 4220 148216.63673651 1213838.96546673 SETPNT 4223 147870. 10203135 1213944.17716704 SETPNT 4224 149468.81931595 1213846.22964854 SETPNT 4225 148145. 85168617 1213855.87048003 SETPNT 4226 148235. 77075052 1213859. 69548131 SETPNT 4227 148442. 90785151 1213869.486,00252 SETPNT 4228 147570- 84952711 1213885. 62907418 SETPNT 4229 147799. 39467907 1213914. 03g63004 SETPNT 4230 147866. 71003022 1213924. 4 4 109224 SETPNT 4231 147623. 53672259 1213925.37'r71010 SETPNT 4233 147796. 35989561 1213930. 87101896 SETPNT 4234 149142. 45968503 1213935.90753724 SETPNT y 4235 148232. 37874939 1213939.62353851 SETPNT 4236 147845. 88001563 1213943. 23923826 SETPNT 4238 148439. 32772146 1213940. 40607597 SETPNT Pt# 4243 4240 14SL61. 59369905 121395& 63755192 SETPNT 4241 149211. 54873480 1213958.75755253 SETPNT 4243 147594. 51405183 1213961-06242796 SETPNT 4245 149463.24247484 1213974.50683739 SETPNT 4246 147654,29573560 1214006.35205465 SETPNT �`-1 4247 147772.93277770 1214011.20236590 SETPNT J , 42 4 4 7 1280 1 8 9 09 12I4077. 139 80417 SETPNT x i a2W 50 t4778L 1. 72120223 1214275. 8t262567 SETPNT �1• tw.w. 4251 147831. 67621874 1214277.93307976 SETPNT 4254 148147. 38984315 121429L 33279369 SETPNT 4255 148197. 34485966 1214293.45323778 SETPNT ° 42W 147760. 89116764 1214294.94663968 SETPNT Pt# 4228 4259 147850. 81013200 1214298. 76309007 SETPNT 4260 140L26.55972782 1214310. 46679343 SETPNT 4262 148282.80029366 1214317. SETPNT 4262 1482S2.SO029366 1214314.28324809 09SL4761 SETPNT 4266 148280.68004107 1214367. 053L7267 SETPNT 4267 148463, 56706895 1214370. 18592300 SETPNT 4268 147752. 38722888 1214495.33127263 SETPNT p�1 4273 148308. 72120943 1214381.25503442 SETPNT F DO 4274 147759.77118693 1214344.90167544 SETPNT 4, ^,� +1- 1213800 IV UTIUTY IN DRAINAGE EASEMENT Gr/11rY o'41V MF'IT 2'2004 • ,N V # to o �l t M AnN fHNZIIV0 1.11' f?0K (SK4 P 192) O � LEGEND • FOUND SURVEY DISC O FOUND IRON PIN ■ FOUND CONC, MONUMENT �e m LEGAL DESCRIPTION �Q�S�r�o A TRACT OF LAND LOCATED IN T71E NORTH 1/2 OF THE ME 1/4 O OF SECTION 7. T-1-N, R-12-W. LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULALY DESCRIBED AS FOLLOWS: �N-1 FOUND COW. MONUMENT I VV Wl 2. NE1 4, OVERALL -PHASE 1-PHASE 1 PARCEL 3 NEI/4• SE 7 7-1-N, _ R-12-W BEGINNING AT THE SE CORNER, WEST 1/2, NE 1/4, NE 1/4, SEC71ON 7. BEGINNING AT THE SE CORNER, WEST 1/2, NE 1/4, NE 7/4, SECTION 7, 4 4 9 1-1-N, R-12-W, THENCE N 02' 23' Or 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.D 75 ID THE PST OF BEGINNING; THENCE N 87' 34' 12" W A DISTANCE OF TO A POINT; THENCE N 8T 2 Se" W A DISTANCE OF 843.53 FEET TO 484.57 FEET 70 A POINT; THENCE S 02' 20' 28" W A DISTANCE OF A POINT; THENCE S 02. 30' 41" W A DISTANCE OF 255.30 FEET TO A F- 118.74 FEET TO A POINT; THENCE S 37- OW 49" W A DISTANCE OF POINT; THENCE N Sr 34' 12" W A DISTANCE OF 16.09 FEET TO A POINT; O N 7500 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 4.00 FEET TO A PONT; THENCE S 37- 01- 53- IV A DISTANCE OF BEGINNING; THENCE 5 87- -44' 12' E A DISTANCE OF 185.00 FEET TO O 88.00 FEET TO A POINT; THENCE N Sr 59' 50" W A DISTANCE OF THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A 68.00 FEET TO A POINT; THENCE N 36" 55' 48' E A DISTANCE OF RADIUS OF 20.00 FEET AND A CHORD BEARING OF S 42. 34' 12" E AND Q 05.00 FEET TO, THE P.C. OF A CURVE; THENCE ALONG SAID CURVE 70 THE A CHORD DISTANCE CE 2&28 FEET 10 TIE P,T. SAW 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: Q F 19. 5T 56' W AND A CHORD DISTANCE OF 83.78 FEET TO THE PA THENCE. ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET GF SAID CURVE; THENCE N 02' 2T 48" E A DISTANCE OF 121.40 FEET AND A CHORD BEARING OF S 4T 25' 48" W AND A CHORD DISTANCE OF (`®t) TO A POINT; THENCE N Sr 3T SO" W A DISTANCE OF 110.00 FEET TO 28.28 FEET TO THE P.T. OF SAID CURVE, THENCE N Sr 34' 12' WA 1 A PONT; THENCE N 02' 30' 41" E A DISTANCE OF 240.a6 FEET TO A DISTANCE OF 59.34 FEET TO A POINT; THENCE N Or 25. 48' E A O FOINT; THENCE N Sr 34' 12" W A DISTANCE OF 16.00 FEET TO A POINT; DISTANCE OF 70.53 FEET TO A POINT; THENCE N 8T 3N 50' W A THENCE N Or 25' 48" E A DISTANCE OF 60.00 FEET 70 A POINT; THENCE DISTANCE OF 110.00 FEET TO A POINT; THENCE N 02- 30' 41" E A S Sr 34' 12" E A DISTANCE OF 76.09 FEET 70 A POINT; THENCE DISTANCE OF 240.46 FEET TO A POINT, THENCE N 8T 34' 12" W A M. 02" 30' N' 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 $ BT 28' W E A DISTANCE OF 843,53 FEET TO A POINT, THENCE DISTANCE OF 5.00 HEST TO THE POINT OF (GINNING AND CONTAINING S 02' 23' Or W A DISTANCE OF 705.00 FEET TO THE POINT OF 13EGNMNG 1.192 ACRES OR 51.937 SQUARE FEET MORE OR LESS. AND CONTAINING 14.205 ACRES OR 618.773 SQUARE FEET MORE OR LESS. PARCEL 1 O PARCEL 4 �l BEGINNING AT THE SE CORNER, WEST 1/2, NE 1/4, NE 1/4, SECTION 7, BEGINNING A7 THE SE CORNER. WEST 1/2. NE 1/4, NE 1/4, SECTION 7, IT N T-I-N, R-12-W, THENCE N Or 2S OrE A DISTANCE OF 1289.44 FEET TO T-1-N, R-12-W, THENCE N Or 23' 03'E A DISTANCE OF 58a,44 FEET THE PONT OF BEGINNING, THENCE S 44' 05' 12" W A DISTANCE OF TO A POINT; THENCE N 8T 34' 12" W A DISTANCE OF 200.56 FEET TO 216.12 FEET TO THE P.C, OF A CURVE; THENCE ALONG SAID CURVE TO A POINT; THENCE N Or 25' 49" E A DISTANCE OF 9OOD FEET TO THE 74E LEFT HAVING A RADIUS OF 38.00 FEET AND A CHORD BEARING OF POINT OF BEGINNING. SAW PONT ALSO BEING P.C. OF A CURVE; THENCE S 68' 00' 00" W AND A CHORD DISTANCE OF 69.20 FEET TO THE PT ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET AND A CHORD OF SAID CURVE; THENCE S 02' 25' 49" W A DISTANCE OF 66.38 FEET BEARING OF S 4T 25' 49' W AND A CHORD DISTANCE OF 28.23 FEET TO THE OI TD THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING. P.T. OF SAW CURVE; THENCE N 8T 34' 12' W A DISTANCE OF 335.00 FEET v A RADIUS OF 20.00 FEET AND A CHORD BEARING OF S 4T 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 18" OA 1L N 8T 34' 12" W A DISTANCE OF 335.00 FEET TO TIE P.C. OF A CURVE; DISTANCE OF 2&28 FEET TO THE P.T. OF SAID CURVE; THENCE N Or 2W 45" E THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET A DISTANCE OF 276.00 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE AND A CHORD BEARING OF N 42' 34' 12" W AND A CHORD DISTANCE OF TO THE RIGHT HAVING A RADIUS OF 20.00 FEET AND A CHORD COOING OF .28 FEET TO THE P. T, OF SAID CURVE; THENCE N 02' 25' 48' E A N 4T 25' 48" E AND A CHORD DISTANCE OF 2&28 FEET TO THE P.T. OF DISTANCE OF 207.t4 FEET TO THE P.C. OF A CURVE; THENCE ALONG A SAID7NENCE S 8T 34' 12" E A DISTANCE OF 335.00 FEET TO THE CURVE TO 714E 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 4T 30' 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. OF SAID CURVE; THENCE S 87' 3T 00" E A DISTANCE OF DISTANCE OF 28,28 FEET TO TIE P.T. OF SAID CURVE; THENCE S Or 2W 49' W 50' R.Q.W. 1 102.72 FEET TO A POINT; THENCE N SW 06' 05' E A DISTANCE OF A DISTANCE OF 276.00 FEET TO THE POINT OF BEONWNG AND CONTAINING I 293.08 FEET 70 A POINT; THENCE S Sr 28' 54' E A DISTANCE OF 2,713 ACRES OR 118.155 SQUARE FEET MORE OR LESS, 154.62 FEET TO THE POINT OF BEGINNING AND CONTAINING 2.611 ACRES OR 113,740 SQUARE FEET MORE OR LESS. p IN pp 1 PARCEL 1 A PARCEL 5 BEGINNNG AT THE SE CORNER, WEST 1/2, ME 1/4, ME 1/4, SECTION 7, BEGINNING AT THE SE CORNER, WEST 1/2, ME 1/4. ME 1/4. SECTION 7, T-i-N, R-12-W, THENCE N 02 23' 03.E A DISTANCE OF 584.44 FEET TO T-1-N, R-12-W, THENCE N Or 23' 03.E A DISTANCE OF 584.4a FEET THE POINT OF BEGINNING; THENCE N BT 34' 12" W A DISTANCE OF TO A POINT; THENCE N Sr 34' 12" W A DISTANCE CE 200.55 FEET Q 150.56 FEET TO A POINT; THENCE N Or 25 49" E A DISTANCE OF TO THE POINT OF BEGINNING; THENCE N Sr 34' 12" W A DISTANCE OF 284.00 REFEREN E POINT M2.34 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO FEET 70 A POINT: THENCE S 02' ZV 28' W A DISTANCE OF 118.74 DNS(,, IN 1 THE LEFT HAVING A RADIUS OF 38,00 FEET AND A CHORD BEARING OF FEET TO A POINT: THENCE S 3T W 49" W A DISTANCE OF 75.00 N 26" 51' 38" E AND A CHORD DISTANCE OF 31.43 FEET TO THE P.T. FEET TO A POINT; THENCE N 51Y 52' 53' W A DISTANCE OF 46,00 PAVEMEN OF SAID CURVE; THENCE N 44' O6' 12" E A DISTANCE OF 206,12 FEET FEET TO A POINT; THENCE S 3T 01' SW W A DISTANCE OF 66.00 W A POINT; THENCE S Or 23' Or W A DISTANCE OF 705.00 FEET TO FEET TO A POINT; THENCE N 5r 69' W W A DISTANCE OF 106.00 N 147066.3791 THE PONT OF BEGINNING AND CONTAINING 2.138 ACRES OR 93,140 SQUARE FEET TO A POINT; THENCE N 36' 55' 48' E A DISTANCE OF 190.83 FEET E 121420 .2239 FEET 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 BE OF N 64' 40' 48" E AND P T SAID CURVE; THENCE V- 1 FEET TO THE P.T. acS DCUVE. O ELE 36 .95 1 A CHORD DISTANCE IS 8.62 PARCEL 2 S 8T 3a' 12" E A DISTANCE of s45.25 FEET TO TO THE P.C. OF A CURVE; BEGINNING AT THE SE CORNER, WEST 1/2, NE 1/4, NE 7/4, SECTION 7, THE ALONG SAID GALE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET • 4' ' W AND A CHORD DISTANCE OF A OFN42 S 12 AN CHORD BEARING 1-1-N, R-12-W. THENCE N 02' 23' 03•E A DISTANCE OF 1289.44 FEET 0 10 A POINT; THENCE N 8T 2W 54' W A DISTANCE OF 843.53 FEET TO 28,28 FEET TO THE FONT CE F#gNNING AND CONTAINING 0.808 ACRES OR A POINT; THENCE S 0r 30' n" W A DISTANCE OF 7.00 FEET TO T14E 35.169 SQUARE FEET MORE OR LESS. 1 POINT OF BEGINNING; THENCE S 83' 45' 04" E A DISTANCE OF 165.98 i••. FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO RIGHT HAVING CERITIFlCATE OF OWNER A RADIUS OF MOO FEET AND A CHORD BEARING OF S 40. 39' 38' E AND n A CHOW DISTANCE OF 34.16 FEET TO THE P.T. OF SAD CURVE; THENCE OO 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 SHOVIN 00 W14CE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE •- AND CHORD BEARING OF S 4T 2W 48' W AND A CHORD DISTANCE OF LAUD OFF, PLATTED AND SUBDIVIDED, AND DO HE Y LAY OFF, A28 FEET TO THE P.T. OF SAID CURVE; THENCE N Sr 34' 12' W A PLAT AND SUBDIVIDE SAID REAL ESTATE IN AC ONCE 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 8T 34'12" E A w DISTANCE OF 16.09 FEET TO A POINT; THENCE N Or 30' 41" E A _ 1 DISTAl 1 1111 NCE O 2 {&385 SQTO THE UARE FEEPOINT O BE INNING AND CONa(IjNua6xmm4••®°® �j VZ� -_____ SIGN �� ClRp.#% DlE -OF-rE-%ECUTCH NAME s®® CR, i1Ja•�•r �.+•.7, �� ®° ADDRESS n ,a aa� � •e SOURCE OF TILE: D.R. BOOK 278. PAGE 553 -INST. NO. 57095 M i ® �_¢ .ea SOURCE OF TITLE: D.R. BOOK 278, PACE 554 - NST.-NO. 57096 :'s,�e ®r SOURCE OF TITLE: D.R. BOOK 278. PAGE 554 -INST. NO, 57097 SOURCE OF TITLE: D.R. BOOK 278 PACE 555 - INST.NO 57096 W C ® SOURCE OF TITLE: D.R. BOOK 282 PAGE 177 - INST. NO. 57099. a RCE OF TITLE: D.R. BOOK 604, PAGE 15 • � i �/ a SW °•0®�15 �y��p�3®�4� CERTIFICATE OF REC R�DyIyN�G� A)Lj C f / N 44 s /i�IfNj`(, pT•O b' THIS OK TA S!'(r�1S?�•� � LC _ fl1.ED FOR SURVEYORS NOTES .•• RECORDS _ N PUT Ii00K L ORiz � z PAVEM N- BBC9�o E 12348' NM ` 30 FIE 1213500 FE�ifNNCE MONROE ST 50' R.O.W. 0 � 0. a POINT mm44mp4► DISTANCES ARE SNOwN IN FEET AND INCHES AND 1ffiGIMAL PORTIONS THEREOF. 7 _7-_T�T1 �•gtr� T� yPy11 PACE „r 6si1'1L'iT Ntl LysY LJ9I'GUI`OU6�'2. BEARINGS AND COORDINATE SYSTEM IS BASED UPON PAGIS MONUMENTATION.^�0"NEEI�)3 to IN ACCORDANCE WITH ROOD INSURANCE RATE MAP - COMMUNITY PANEL NUMBER---- 050181 OOt1E - REVISED NOVEMBER 31 1993, THIS TRACT OF LAND IS NOT LOCATED 77 WITHIN THE 100 YEAR FLOOD PLAN. CERTIFICATE 0 ENGINEERING ACCURACY 4. INS PROPERTY HAS RECENTLY BEEN RE -ZONED FROM R-4 - TWO FAMILY DISTRICT TO PRO -PLANNED RESIDENTIAL DISTRICT �� "/ 1„F,�( HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPKVENTS A PLAT MADE BY ME, 5. EASEMENTS SHOWN WtTHN MADISON HEIGHTS SUMVISON BOUNDARY OUTSIDE THE AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE PHASE I LIMITS ARE ALSO DEDICATED AND PLATTED AS A PART OF THIS PLAT DOCUMENT. ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN 6. ERROR OF CLOSURE = 0.000 COMPLIED WITH. Z-4-AG?G•_ "ED j 7, THE FORMER DRAINAGE EASEMENT FILED FOR RECORD NOVEMBER 16, f979. OF RECORD DATE OF EXECUOOIN NAME. REGISIEFE ENGINEER N0._ r v'___ AS INSTRUMENT NO. 79-54736, AND RE -RECORDED NOVEMBER 19, 1979, OF RECORD AS APotANSAS INSTRUMENT MO. 79-55006, IS ABANDONED AND REMOVED FROM THIS PLAT BY VIRTUE OF 114E RECORDING OF THIS PLAT TNICH PROVIDES NEW DRAINAGE EASEMENTS. CERTIFICATE OF SURVEYING S[URVE'YING ACCURACY BY CERITR•Y THAT THIS PLAT CORRECTLY REPRESS S A BOUNDARY SURVEY MADE OR VER FIED BY ME, ALL /OIUMENTS REOUIREO ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULESe AND REGULATIONS HAVE COMPLIED BEEN DATE OF E%EGInaN NNAAMMEE NOTE: THIS PLAT PREVIOUSLY RECORDED,�ERED. PROFESSIONAL z IN PLAT BOOK F- PAGE 185 ON 4/20/98 NTr AS MADISON HEIGHTS SUBDIVISION PHASE 1. ARKANSAS GRAPHIC SCALE CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND 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 IL I THE AUTHORITY OF SAW RULES AND REGUU (SIGNED) IN REST DATE OF EACUntTN L.R. PLANNING 1 inch 60 ft- coMMlssla+ 555,,t�� ._ .575 F FINAL PLX j '1 n O By. DATE: `1 N ' O LL F= F ND CON(Z V) M UMENT = o N 147221-7014 E 1213290.8488 in V) O W