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HomeMy WebLinkAboutS-1146-D Map 7REFERENCE POIMT "+" IN CONCRETE x-148456,773.3------ 1214524.6604 ECE`Vr4F327.94 GF'p POINT OF BE O ARCEL /1 I D I 60 UTILITY& DRAINAGE EASEMENT f;► EA • $ ""' A - 48'51138" R 38.00, DISC ZRIEFERENCE Pbl - IN PP DISC IN PAVEfv1EINT i . 17.2s' A 53.3 p N 148465.0911) # L - 32.41' EI'12€44g4401.54001 i27 ' I ELEV. =328.21 to11�7 N I - II ,I` I; { 0- 228'511`38" ,i6,b1,JB�E 't 31.4JY N 748170.459: E t27a337.3W W N0225'49"E 96.56' - + R - 38. 0' LLJ Ct:rr---------- to' uni Tr E------- --- ; i 'J i . - - S02'25 4� W tso.00' VI 3 1 I 81.3s' 1 151.79' 6638 ��I'�IQN LEGAL DESCRIPTION O Q �131. O O O O p O p A TRACT OF LAND LOCATED IN THE NORTH 1/2 OF THE O 1/4 M � OF SECTION 7, T-1-N, R-12-W. UTTI.E ROCK, PUUSKI COUNTY, (8K.4 Gill p0 r O ARKANSAS MORE PARTIWLALY DESCRIBED AS FOLLOWS: it _ _ _ OVERALL -PHASE 1 FOUND CON MONUMENTI Z se C4R,t wi 2, NE1/4' BEGINNING AT THE SE CORNER, WEST 1/2, NE 1/4, NE I/4, SECTION 7, PARCEL 3 NE 1/4, SEC 7 7-1 -,N,' T_,_N, R-tt-w, THENCE N 02' 23' 03' E A DISTANCE OF 584.44 FEET 1 89.44 Z DEED 129� O' R-12-W 70 THE POINT OF BEGINNING; THENCE N 8T 34' 12" W A DISTANCE OF BEGINNING AT THE SE CORNER, WEST 1/2. NE 1/4. NE 1/4. SECnON 7, t 4268 ) N 1471E 4 19 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 1280.44 FEET 'i S84.44' _ 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 -------------------------------------------------------------------------------- 15'-UTILITY_& DRAINAGE EASENNET 1-: 75.00 FEET TO A POINT; THENCE N 30' 52' 53- W A DISTANCE OF A POINT; THENCE S 02' 30' 41- W A DISTANCE OF 265.30 FEET TO A ' ___________________________________________________________________________________________________--46.00 FEET TO A POINT; THENCE S 37. 01' 53" YE A DISTANCE OF POINT: THENCE N 87' 34' 12- W A DISTANCE OF 16,09 FEET TO A POINT; i O W 66.00 FEET TO A POINT; THENCE N 52' 59' 50- W A DISTANCE OF THENCE S 02' 25' 48" W A DISTANCE OF 55.00 FEET TO THE POINT OF POINT OF BEGINNING = 3 168.00 FEET TO A POINT; THENCE N 36' 55' 48" E A DISTANCE OF BEGINNING: THENCE S 87' 34' 12- E A DISTANCE OF 185.00 FEET TO 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 OVERALL -PHASE 1 dt to O 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 PARCEL /1A i Ir 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 ' w OF SAIO 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; L0 1 , ; 70 A POINT; THENCE N 8T 34' 12" W A DISTANCE OF 4.00 FEET TO THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET lit A POINT; THENCE N 02' 25' 48' E A DISTANCE OF 70.53 FEET TO AND A CHORD BEARING OF S 47' 25' 48" W AND A CHORD DISTANCE OF w 1 A POINT; THENCE N 87' 13' 5W W A DISTANCE OF 114.00 FEET TO 28,28 FEET TO THE P.T. OF SAID CURVE; THENCE N 87' 34' 12- W A N W A POINT; 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 In - E 1214400 ; a POINT; THENCE N 117' 34' 12" W A DISTANCE OF 16.00 FEET TO A POINT; DISTANCE OF 70.53 FEET TO A POINT; THENCE N 87' 33' 50' W A Q a THENCE N 02' 25' 48' E A DISTANCE OF 60.00 FEET TO A POINT; THENCE DISTANCE OF 114.00 FEET TO A POINT; THENCE N 02' 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 8T 34' 12' W A N 02' 30' 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 w 0- I AS 1 S 87' 28' 54' E A DISTANCE OF 843.53 FEET TO A POINT; THENCE DISTANCE OF 5.00 FEET 70 THE POINT OF BEGINNING AND CONTAINING . 1 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. N IN , N O ; 7 AND CONTAINING 14,189 ACRES OR 618,492 SQUARE FEET MORE OR LESS. vHa,:a PAGIS MONUMENT #1004-0188 _ PARCEL 1 -- jno ALUMINUM SURVEY CAP � PARCEL 4 1 IX1 Piz. O F z- N 147180.64 ", BEGINNING AT THE SE CORNER, WEST 1,12, NE t/4. NE 1/4• SECTION 7, BEGINNING AT THE SE CORNER. WEST 1/2. NE 1/4, NE 1/4, SECTION 7, Z o 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 554.44 FEET Pt/ 4274 _� E 1214259.31 0, c i � (� i THE POINT OF BEGINNING; THENCE S 44' OS' 12' W A DISTANCE OF N 1 J N 1477 9.831 ELEV.=360.03 �1 V ^. TO A POINT, THENCE N 85 34' 12' W I DISTANCE OF OF 200.5E FEET TO E 1214319.9242 O 206.12 FEET IN THE P.C. OF A CURVE; THENCE ALONG SAID WRVS 70 A POINT; THENCE N 02' 23' 49" E A DISTANCE OF 90.00 FEET TO THE _ �� O. THE LEFT HAVING A RADIUS OF 3&00 FEET AND A CHORD BEARING OF POINT OF BEGINNING. SAID POINT ALSO BEING P.C. OF A CURVE; THENCE [(�� ,, S 68' W 00' W AND A CHORD DISTANCE OF 69.20 FEET TO THE P.T. 2'34'1 POINT OF BEGINNING OF SAID CURVE; THENCE S 02' 25' 49" W A DISTANCE OF 66.38 FEET ALONG $AID WRVS TO THE RIGHT HAVING A RADIUS OF 20.H)D FEET AND A CHORD 12'3!'12" I N0225'49"E 394,81' BEARING OF S 47' 25' 49' W AND A CHORD DISTANCE OF 28,28 FEET TO THE p ' I ' ' S48'00'00' PI/ 426t I542'34'1TE %/ 4260 PARCEL /4 28. z9' /--pl�EL--Y5-------------------------------------------------------------------------------------------------------THENCE ft T RIGHT HAVING __________ 70 THE P.C.P,C. OF A WRVS; EN E ALONG SAID CURVE 0 THE G G P,T. OF SAID CURVE; THENCE N 87' 34' 12" W A DISTANCE OF 335.00 FEET N '25' 9" 15' UTILITY EASEMENT v A RADIUS OF 20.00 FEET AND A CHORD EIEARINIi OF S 47' 25' 49" W ANO TO THE P.C. OF A CURVE; THENCE ALONG SAID WRVS TO THE RIGHT HAVING A 1 ' N 148310.3326 `, ' 28• - - 'r-�'- - GU' __ A CHORD DISTANCE OF 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE ' '\ � --- 9O. ______________________________________________________________ r___________ - pO DISC IN iL N 87' 34' 12" W A DISTANCE Of 335.00 FEET TO THE P.C. OF A WRVS: RADIUS OF 20.00 FEET AND A CHORD BEARING OF N 42' 34' 12' W AND A CHORD ` 69.'20' _U L _ ________ _____ 5''L9WY/___________________�7gp�1__ ____________ _ _ +.� 1_ _ ``______________________________________________________________--6.59 p .28921 , Pt 4262 7 ! � QQY q7 49'w-I - 15'09'37, T8 OA DISTANCE OF 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE N 02 25' 48 E N p ' \''•-___-___ ->}' •, S;U S' LLEASE1�yL_-_ _- 5-'Y4T- THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET 228B,, Pt/ 42 /-----TT 28.28 14 50� '`, Z`, // ry R t65.00' ; A DISTANCE OF 276.00 FEET TO THE P.C. OF A WRVS; THENCE ALONG SAID CURVE it I -_/ 14' SE7BAL ' ' w ; ; 14' SETBACK w 6` •` / 1 AND A CHORD BEARING OF N 42' 34' 12' W AND A CHORD DISTANCE OF HAVING A - , 1 I y G OF is - 90'0VOIL _ i. i t1 425 1 t4.56aw �� , P p - 32'07', 4" S?��!�• L = 43.6' �� 28.28 FEET 10 THE P.T, OF SAID CURVE; THENCE N 02' 25' 48" E A NO47i 25' 48' E AND A CHORDSDISTANCE OF 28.28 OFEETWTO THEORD P.T, OF �to.1 J ' - 89'S9'S9" I I R - 20.00' o' :� 1O - 89'59 51 Pam; ✓: " S S DISTANCE OF 207,14 FEET TO THE P.C. OF A CURVE: THENCE ALONG A 3 1 I ,„ J. R . 120.00' IS SAID CURVE; THENCE S 87' 34' 12" E A DISTANCE OF 335.00 FEET TO THE + R - 20.00' R W m, T - 20.00' t'n0 Inm'_;1 n^w 'n Io R - 20.00' 6. 90'00'OO'. T - 20.00' al L - 31.42' 5' UTILITY EASEMENT V°1 T - 20.00' :1 I R 20,00' I L 31.42' j 1 L= 31.42' 7= 0.0 1' a,\ I 36_49_E_-71 _ 5.3t_J i_-NO2'25'49"E_________702.t7___J L- _______BZ_43____________ L = 1.42' i ' 5' UTILITY EASEMENT ____________ I ,11�st N87'34•„'W {v 0.88' U'Utt EASEMENT 5,.5T - ; ; 5650 _ ___________ 5' UTILITYO R_70 , -_ T __�7.9Z ____________________ EASEMENT O 7.08' W: t , I 61.50' -1 ' 10.00• $' p; J; , Y n, W " 11Im � TIT. I I, NI( N F'• G' ti �r1 ,ri F Ib 6\\ P50•f 1 li1 n In jlnry I + wI lip '' \\ 1 I N0225'4}-E i '{L I ilI,W W00 N0227'45"E774' + - 56.SO' ' .......14.A ___, LLJ 10' UTILITY EASEMENT 10' UTILITY EASEMENT __________ __tr{ w N rnN9r 775 r_W r' aI a;+7 LN0223• W34.05UT 7"E 56.50' o3 , o� � n E wF e v iOnI$ I F �yR\�` S y N; �; ' In I 00 00 �' NID i ICU ; Z ; JY R� Y Z Z; i 1 VI tV �• ' O' i w , G i z EI 101214m1 i <1 I"^� 1 IN M 1� � \� PSo•f �1,i I \ ��i ' t!G1' I H1%'il,rwjfj• I \ I IV N 41 y},O�j0 , 3; �7.rt` Pt/ NO225'49"E I I I I -q ry ' S.Op'T:� N0225.49'E 20'00• \\ ; , Z I, 1 ' y ^, 120.38' --1---' I N `� ti 4? 7.58' i I i I' I I 6Z 1 pto 4 471� : 'V' 2I., N / ? o I' of I I 1 R /W S02' '29 W 11>:74 PE/ 424E ;I I =; I NO2'25'48'E N87'34'12-W I i ' I 56 50' h It` "°i'>i �.Q• ' I "I 1 y^•• �, SJ� S' UMItt 1 e. ' 10. S•� , I ' r:__________ •y ___--_140.1 _________________� "�___ _65___ . it �3_40_. a�2N, �•'ti�yl� ?,f i{__________--_ O ____ ____- _____-___________ ___________ __„ y O ; I EASEMENT I __- 10' UTILITY EASEMENT t 1�' UTILITY EASEMENT _ _ I J I _S'.i H,(q •, ?i �, I , ___ J-_ No �,�4 - i.�raT _r , I r-� N0225'48"E 99 W I I N0225'48'E 193.50' _ _ _____ r , 6; 1 eg g F NO225'48"E g ?p7 F 90'08 42 saen9'3. W 1 p . 90Tm'00 ' 1 I 0 - 90'00'00" s ; 0 90'00'00" I < 30.76• •e�, F n R . 25.00' �'�' 11<-.I , I R - 20.00' 'R; I 'n' R - 20.00' '$i.; R = 20.00' y . = wI Hm/t I ' I T . 25.06' , I i - 20.00' "I T - 0.00' 9nI 5' UTILITY EASEMENT T - 20.00' I "'" R - 20.00'�" 1 1 Pt �45 L - 39.33' i. n' I , I ' 1 I ' ,tw , ' 0 ,�r; o R = + 4730'09"E +1 I L - 31.42 } t/ 4240 R L - 1.42 m L 3i,42 Pt/ azf6 N!7'2j'!8"E z I N42'3442'W - 10.52' L C ' ' ;�4ff ,0' UTILITY EASEMENT 4' ,,TBACN_ N42'34't Pt/ !2 1 �, _10' UTIUT7_FJSEMENT _ I$ SETBACK I 1 T s t9•37 . ; 162�_ _-_-_-_-_�_-_-182�_ L NO2'25'48"E - 207,U' - PE 4234 NO2'25 48 E 276.00 P 4 PHI/ ` ta67 �yFS j y Pt/ 4231 :\ P F N 1 1 ,.1t N 747822.5985 \ 8Ia-I SO' 121389 . IS Ft3TS�52'11 1 ?0. 0• .LO ND225'ae'E - 3 MADISON STREET_-_-_- No2.2s4a'E - ; \ SS• f�'=�,'r -------------'------ ------___�!//� --- 366.00' --------- 00�-------- `\, ,� *8E,' ;•`,\eg\c4\ ix N 140514,3634 I N 147823.4465 \` q� E 1213911.5644 I E 121388/2.2332 I \,\7V Pt/ 4227 Pl/ 4226 I Pl/ 4225 _ PII 4223 S� 02' 48 W 207.32 Pt/ 42,9 - 42S � '48"W--276.0- -------------------------- �M F,W14 _-______SETBACJ(-_____-______________- ___.,�.E, . , a_-_-_-SfT2 \`. PII 422"I 28.28' -- �t4' SETB - �_-_-57M 1 0'4,i2 34 tb' 2&n' y g ' ` L - 90,00 00a Ad n 28.28'G- 90'00'00" R W t I R- 20.00' Y- h; 9 '00'00it 1WI Q - 86'i 0'S2" R = 20.00' ul iL°, T - 20.00' �+ 'n V UTILITY EASEMENT �1 1p R - 2 .00' j N8 •J4'12"W Pl/ 4214H I T- 23.39' T. 20.00' n1 I 91 L- 31.42' S I I n �ti o T- 00 < In 5.34001 L - 37.60' _ 2,2'_%0- E L - 3i.42' 1 t+9b'25_' Jv-'44.>11__-__J 1NOz2s's3'E99.70' ; i^ � 31. 2' _ - _--_______________ ._____________-_________ _ _-___ I 7aoo__ o c Io 4a-- -s - -----NO.- �APt/ 421 j`1 - t 5 8 10l.46 o ,S' UTILITY EASEMENT - n 7 t/ 421 W, N __ 20' UTILITY EASEMENT Pt 42Em , E 1213800 :1 - 6 - --ai ie'- - , P1/ 4213I -1 I x :: I-----i+o225�3'E 1M.3!' N ------- 022$U g ________________ii9.94' `< i 61 - Y ri /// I$ N, 72.40 I l 0 i `11348'32 %Pl/ 4210 t I 1 GN N879.34''W / 10. �� ^51 I i 1 R- 76�70' O N 147E ' N ta.3a' -r, o I T. 76'E t2ts n1 �W 4.S� a, w N 147828.SW3 N'i34'3534-V�i 1. i PS}.{� �l.j,� w �j ; E 1213763.0052 <,`U O ; IR - 45.00'I 01 \\\N fjT. ta.o,.Z L 12 I 27.,TI N0225'S3"E .13 i15' UTILITY EASEMENTm o' unun EASEMENT ZPUN LASEIIENT : "Pl {2 - ygy ------ 258.30 I/ qIiI 14zos __ I2699 Pt/ ! PII NLio7 NO2'30'41"E 265.30' * I------N1s2'3TS�'E"n?-3i%E 4�-------• 240.46 m; 5t� 2oa I Pt/ 420 Pt 4 02 N8T34'12'W S87'34'1�" NO2' S�'48"� N87'34'12"W 6.76' / N N n POINT OF BEGINNING 16.09 / Pl/'4201 \ 16.90 LIMITS OF PHASE 1 9 705.00' L 1� O O 1�R�S� 9 45. ----c_ " - R - 90*0600 75.GO' 3 T . 75.1V I,. L 117.92' n$ Fo 14' SETBACK m - -_-__-_-_-_-_-_-_-_-Z_ ----------- --------------naas'----------------------------- JEFFERSON STREET N 14750, 121432 E 502'25'- _ _ - - 366.00' - - P.O.B. - - - - 77.25 4243 T . 34.55• ,\ S^,- ``,, •2 z ?- 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 P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS L = 67.27' ; �'`� JEFFERSON ST. 9- THE P.T. OF SAID CURVE; THENCE S 87' 37' DO" E A DISTANCE OF OF 20.00 FEET AND A CHORD BEARING OF S 42' 34' 11` E AND A CHORD DISTANCE OF 28.28 FEET TO THE P.T, OF SAID CURVE; THENCE S 02' 25' 49- W 1 50' R.O.W. 102.72 FEET TO A POINT; THENCE N 89' 06' 05- E A DISTANCE OF FEET A DISTANCE OF 276.00 FEET TO THE POINT OF BEGINNmi: AND CONTAINING 45293.08 TO A POINT; THENCE S 87' 28' 54' E A DISTANCE OF 154.62 FEET TO THE POINT OF BEdW NNG AND CONTANING 2.611 ACRES 2.713 ACRES OR 118.155 SQUARE FEET MORE OR LESS. --A�� ♦1 OR 113.740 SQUARE FEET MORE OR LESS. ' = PP I" PARCEL 1 A PARCEL 5 STATE PLANE COORDINATES I BEGINNING AT THE SE CORNER, WEST 1r2. NE 1/4, NE 1/4, SECTION 7, 1-1-11, R-12-W, THENCE N 02 23' 03 E A DISTANCE OF 584.44 FEET TO BEGINIWNG AT THE SE CORNER, WEST 1/2, ME 1/4. NE 1/4, SECTION 7, POINT NORTHING EASTING DESCRIPTION O THE POINT OF BEGINNING; THENCE N 87' 34' 12" W A DISTANCE OF T-1-N, R-12-W, THENCE N 02' 23' 03-E A DISTANCE OF 584.44 FEET TO A POINT: THENCE N 87' 34' 12` W A DISTANCE OF 200.56 FEET REFEREN E POINT 150.56 FEET TO A POINT; THENCE N 02' 25' 49' E A DISTANCE OF 522.38 FEET TO THE P.C. OF THENCE TO THE POINT OF BEGINNING; THENCE N 87' 34' 12" W A DISTANCE OF 284.00 42 148456. 77325100 1214524. 66038000 PLUS. IN. CO A CURVE; ALONG SAID CURVE TO FEET TO A POINT; THENCE S 02' 20' 28" W A DISTANCE OF 118.74 4200 ]46169. 53014403 1213651. 70114787 SETPNT DISC IN THE LEFT HAVING A RADIUS OF 38.00 FEET AND A CHORD BEARING OF FEET TO A POINT; THENCE S 3T OB• 49' W A DISTANCE OF 75.00 4201 148174. 52564761 1213651. 91314794 SETPNT N i6' S1' 38" E AND A CHORD DISTANCE OF 31.43 FEET TO THE P.T. FEET TO A POINT; THENCE N 50' 52' 53" W A DISTANCE OF 46.00 4202 148224. 48068336 1213654. 03314865 SETPNT PAVEMEN OF SAID CURVE; THENCE N 44. 06' 12" E A DISTANCE OF 206.12 FEET FEET TO A POINT; THENCE 5 37' OY 53' W A DISTANCE OF 66.00 4203 148229. 47616694 1213654. 24514872 SETPNT N 147066.3791 TO A POINT; THENCE S 02' 2Y 03- W A DISTANCE OF 705.00 FEET TO FEET TO A POINT; THENCE N 52' 59' 50" W A DISTANCE OF 108.00 4204 147928. 62309800 1213657, 15483610 SETPNT 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 190.83 FEET 4 206 4 7 4 1 8168. 6 9 12136E 7. 70190 SETPNT E 121420 .2239 FEET MORE OR LESS. TO THE P.C. OF A WRVS; THENCE ALONG SAID CURVE TO THE RIGHT HAVING 420E 7940 146228.7940148E 1213670. 3t963679 319 SETPNT ELEV.=36 A RADIUS FEET AND A CHORD BEARING OF N 64' 40' 4TH E AND 4207 4208 148486. 84173624 148493. 83609836 1213681. 63701548 SETPNT SETPNTE 1214100 ® .95 1 PARCEL 2 A IS ANCE INSTANCE FEET THE P.T. O7 SAID CURVE: THENCE 3213681.94377203 87' 34 5. S 8T >4' 12" E A DISTANCE FEET T M P.C. S VICE D CE OF 345.25 EE 0 TO E OF A CURVE; 4211 4211 14780 . 66028174 147853. 1213761. 90831389 1213764. SETPNT SETPNT BEGINNING THE SE CORNER, MESH 1/2, NE 1/4, NE 1/4, SECTION 7, THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET 4212 147851 48383 33 1213764. 06513095 SETPNT 12 T-t-N, R-t2-W THENCE N 02' 23' WE A DISTANCE OF 1289.44 FEET AND A CHORD BEARING OF N 42' 34' 12" W AND A CHORD DISTANCE OF 4212A 147953. 31424075 D6147555 1213767. 05 42341 SETPNT 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 4213 94753289 147923. 91924338 1213767. 05542341 SETPNT A POINT; THENCE S 02' 30' 41" W A DISTANCE OF 7.00 FEET TO THE 35,159 SQUARE FEET MORE OR LESS. 4215 147635. 1213799. SETPNT POINT OF BEGINNING; THENCE S 83' 45' 04` E A DISTANCE OF 165.58 4216 84887833 147850. 1213799.375761B9 37576189 SETPNT .^� FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO RIGHT HAVING 421E 96801734 148166. 1213836.74546602 SETPNT ^ A RADIUS IS FEET AND A CHORD BEARING OF S 40' 39' 78" E AND CERITIFICATE OF OWNER 4219 69170075 146I66. 69170075 1213836. 74546602 SE7PN7 O DISTANCE A CHORD DISTANCE OF 34.18 FEET TO THE P.T. OF SAID WRVS; THENCE 4220 148216. 63673651 121383R 86546673 SETPNT 00THENCE S 02' 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 4223 147670. 10203135 1213844. 17716704 SETPNT ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE 4224 148468. 81931595 1213846. 22964854 SETPNT AND CHORD BEARING OF S 4T 2V 48' W AND A CHORD DISTANCE OF LAID OFF, PUTTED AND SUBDIVIDED. AND DO HEREBY ur OFF, 4225 148145. 85168617 1213855. 879480M SETPNT 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE N 87' 34' 12" W A PLAT AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH 4226 148235. 77075052 1213859. 69548131 SETPNT p DISTANCE OF 185.00 FEET TO A POINT; THENCE N 02' 25'48' E A THIS PLAT. 4227 148442. 90785151 1213868. 48600252 SETPNT DISTANCE OF 5.00 FEET TO A POINT; THENCE S 87- 34'12- E A 4228 147570. 84852711 1213885. 6250741E SETPNT W DISTANCE OF 16.09 FEET TO A POINT; THENCE N 02' 30' 41" E A 4229 147788. 39467607 1213914. 035P3004 SETPNT I DISTANCE OF 2W.30 FEET TO THE POINT OF BECINNING AND CONTAINING SIGNED, 4230 147866. 71003022 1213924. 105e2424 SETPNT I 1,111 ACRES OR 48,385 SQUARE FEET MORE OR LESS. - 4231 147623. 53672259 1213925.37311010 SETPNT DATE OF EXECUTION NAME 4233 147796. 35989561 1213930. 871018% SETPNT ADDRESS 4235 148142. 1213939. SETPNT 0 O SOURCE of TITLE; D.R. BOOK 278, PACE 553 -INST. N0. $7095 4236 423E 37874939 147845. 88001563 147845. 62353851 1213943. 23923826 1213943.2392392E SETPNT SETPNT M ° SOURCE OF TITLE: D.R. BOOK 278. PAGE 5U - INST. NO. 57096 4240 148161. 3277214E 32772146 1213956. SETPNT 00 SOURCE OF TITLE: D.P. BOOK 278. PAGE $54 - INST. NO, 57097 4241 148 54873480 1213958. 63755182 SETPNT ,- SOURCE OF TITLE: D.R. BOOK 278, PAGE 555 -INST, N0. 57098 4241 4243 11. l48211. 54873460 147594. 51405183 75755 53 ]213956. 75755253 1213961. 06242796 SETPNT SETPNT � SOURCE OF TITLE: D.R. BOOK 282. PAGE 177 - INST. NO. 57099 4245 148463. 24247484 1213974. 50683739 SETPNT SOURCE OF TITLE; D.R. BOOK 604, PAGE 15 4246 147654. 29573560 1214006.35205465 SETPNT 4247 147772. 93277770 1214011. P0236590 SETPNT CERTIFICATE OF RECORDING 4246 148458. 97091290 1214077. 13980417 SETPNT 4250 147781. 72120223 1214275.81262567 SETPNT 4251 147931. 1214277.93311797E SETPNT , SURVEYORS NOTES THIS DOCUMENT, NUMBER _ - FILED FOR 4255 38984315 148147.399843I5 1214291.33278369 SETPNT O RECORD _ - 19� IN PUT BOOK - 4255 148197.3449596E 45323968 SETPNT I. EISTANCES ARE SHOWN W FEET AND INCHES AND DECIMAL PORTIONS THEREOF. '----""-----'-' PAGE -------- 4258 147760. B9119764 1214294. 1214294. 946639fi8 SETPNT I 4259 1478M 81013200 1214298. 76309007 SETPNT 2. BEARINGS AND COORDINATE SYSTEM IS BASED UPON PAGIS MONUYENTATON. (SIGNED) 4260 148126. 55972792 1214310.46679343 SETPNT a1 4261 148216. 47877293 1214314. M24809 SETPNT '-' 3. IN ACCORDANCE WITH FLOOD INSURANCE RATE MAP - COMMUNITY PANEL NUMBER 4262 148282. BOD29366 1214317. 09814761 SETPNT COI 050181 0011E - REVISED NOVEMBER 3. 1993, THIS TRACT OF LAND IS NOT LOCATED (NAME) CLERK 426E 148280. 69004107 1214367. 05317267 SETPNT WITHIN THE 100 YEAR FLOOD PLAIN. 4267 148463. 56706895 1214370. 18592300 SETPNT 4268 147752. 38722889 1214495, 33127263 SETPNT CERTIFICATE OF ENGINEERING ACCURACY 4273 148309. 72120943 1214391. 25503442 SETPNT 4. MIS PROPERTY HAS RECENTLY BEEN RE -ZONED FROM R-4 - TWO FAMILY DISTRICT 4274 147758. 77118693 1214344.90167544 SETPNT TO PRO - PLANNED RESIDENTIAL DISTRICT. __ _ TI EBY CERTIFY yEAT i b THIS PLAT CORRECTLY REPRESENTS A PERT MADE 5. EASEMENTS SHOWN WITHIN MADISON HEIGHTS SUBDIVISION BOUNDARY OUTSIDE THE AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE PHASE I UNITS ARE ALSO DEDICATED AND PLATTED AS A PART OF THIS PLAT DOCUMENT. ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN E 1213800 ' < 6. ERROR of CLOSURE 0.000 COMPLIED WITH. w SIGNED, I i O _ 7. THE FORMER DRAINAGE EASEMENT FLED FOR RECORD NOVEMBER 16. 1979. OF RECORD DATE OF EXECUTION NAME, REGISTERED w AS INSTRUMENT NO. 79-54736, AND RE -RECORDED NOVEMBER 19, 1979. OF RECORD AS ENGINEER N0.----- INSTRUMENT NO, 79-55006. IS ABANDONED AND REMOVED FROM THIS PLAT BY VIRTUE OF ARKANSAS THE RECORDING OF THIS PLAT WHICH PROVIDES NEW DRAINAGE EASEMENTS. I Z CERTIFICATE OF SURVEYING ACCURACY OO 1, HEREBY TIFY T THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEYTHA 1 TN MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED �4 oRtiha �f PAgCEL i2 NO2'25'48"E 148199,5032 NO2'25 48"E ! tt i 5.00 121 1 5.00, W ; 3 POINT OF BEGINNING ; F ;n Xg�Se• ``. I- PARCEL /3 ' WLLJ � ; I d K m n' \ REFERENCE POINT 1 DISC IN PAVEMENT ~ to 1 N 148502. 7364 N0a�o6• - !r to I ;l N0226 'N"E 394.46' - - 1213498.3310 _ NO � 10 __ ELEV.=322.0E /; - - EASEMENT -� -------------------------------------------------------------------------------------------------------- ----------------------- -------- unurr EAS 382.79' �'- 343.99' E 1213500 Nozroe 44-E \\ N07S r4- .i1 ; 43.at, 23. tp '.1 1 ,FENCE h1 z I ry +I 1 DISC CDR. IN PP W w" ; w i a < 6: I !III1, 1_ PAGIS MONUMENT #1004-0189 iR%'<`;�� 00 N UMIN M CAP ; %J4 -,nnl <; "�; I r<,, AL U SURVEY n =; z; ; N 148157.59 �� ;'.�%• �;�; •,".1 oD I I o I E E�2134 56 Z! F V) gt 96.10' 'a' ' 411 1 1$ ' = i Ln 12.70' Jot Ibl i Io ,Y I a i I Ia c I • 1 NO2'31'01"E 1" 61.03' 1 � , D 1 '�'.; 66.15 Wp ✓ 4,., 3' 34---- I '-------------------- �' r :NG FOUND, » 43D. 1 �\ W L--Q--------'''-------------------------------•'-•----•-----------------------------------•-------------------------------------------' , "' _ _____________-i ^ N N N 8301.2342 6'SO 11 p NO2'2O O " i5• UTILITY DRAINAGE EASEMENT ICI /� - - - _ c FOUND E 1 t331.2342 NO2 1 Ol E FOUND �o FWN / 1I VI V�Ix I o O V u l II V 1 \ EEO 651.3') V_ no.o0' 4 y I E NO2'23 04 E 1 D.OD IRON PIN O Y 1� �GR�C pEO� IRON PIN y d IRON IN �� 1 �� �,1� TY OF i� PO ' K FOUND // N 148302.2073 VVVV� 09 N 147871.11 161 ^ N 147 72.0414 I I I i f P IRON PI ( 0\ / 0 IRON 1N E 1213345.367E E 121332 .444 00 E 1213317.3598 O (BK,4 P . 192) N 148 .7934 P P�P� IRON PIN N 148367.32 Z ® Q O Q Q O O FOUI E 12133 8.1152 E 12111372.25 0 Q O Q O ONP 16F' N 1 8369.91 I a I D j 16E 12 3313.2 , I ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND LEGEND i 3 THAT ALL SURVEYING REOIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED 1 0 NOTE: THIS PLAT PREVIOUSLY RECORDED IN PLAT • FOUND SURVEY DISC 1 a WITH. �-_-_-- in z1�\ N BOOK F- PAGE 185 ON 4/20/98 AS MADISON DATE OF EXECUTION NAME, 04 O V REGISTERED. PROFESSIONAL O FOUND IRON PIN O 6 HEIGHTS SUBDIVISION PHASE 1, AND IN PLAT BOOK LAND SURVEYOR - F- 164 ON 4/14/00 AS MADISON HEIGHTS ■ FOUND CONC. MONUMENT Z (� a) SUBDIVISION PHASE 1 - AMENDED. ARKANSAS GRAPHIC SCALE CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL 60 0 30 60 120 240 HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTFlCATE IS HEREBY EXECUTED UNDER (� THE AUTHORITY OF SAID RULES AND REGULATIONS. O_ (SIGNED) - N 1L ( IN FEET) DATE OF EXECUTION L.R. PLANNING 1 inch = 60 ft. COMMISSION REFERENCE POINT DISC IN PAVEMENT ,,' N 147224.8555 COii:-`„ �p E 1213 89.657 B/C �e• 304,82 V441 I _ 1213500 END a M FENCE ONROE ST. i-2e? fl2•- 50' R.O.W. DATE BY DESCRIPTION X47E in REVISIONS n I *BE;. O O � U n N DATE SHT REFERENCE N LU le ° szs��m FINAL PLAT I I N HEIGHTS - D 50 SUBDIVISION PHASE 1-AM€Np€a 2 MA The Housing Authority of the City of Little Rock F NO COIi FENNELL / PURIFOY ARCHITECTS I Z (n M LAMENT N 147221.7014SIGNED: DATE; MAY 14, 2005 �_ E 1213290.848$ DAB © AMI ENGINEERING INC ACAD: FINPLOT o I-Is'n DESIGNED BY: KDV . . . VIEW. PLOT O I � N Q ENGINEERS PLANNERS SURVEYORS PHOTOGRAMMETRISTS �VJ) DRAWN BY: JHM 201 Markham Center Drive 3 P. 0. Box 25937 • Little Rock, Arkonsas 72221 PROJECT p: 990805E CHECKED BY: DRV I i APPROVED BY: DRV (501) 227-7117 Fax: (501) 227-5755 SHEET: I o1 1