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HomeMy WebLinkAboutS-1146-A Map 8® REFERENCE+"IN P011dE q O p X t"445"733- 12, 4524.6604 .L_327°94 `4gplFq,� O O o o aT � PowT DF BE 00 a ARCG r S02'23' "w 1 III Z 705.00' He o' 6unun ItOI 0' E EASEMENT 1 W ) 140.64E CE►'0 _ �3e 'a 90'0500• 4) Q - 48'Sl'38- R - 75.00' 9 REFERENCE P01 R - 38.00' . 75.11E \ IN PP DISC IN PAVEMEN T - 17.26E L ' 117.92E ; 53,37E J NN 1A41p8�4�65.0910 L - 32.41E �a EI_12T4d19L/-'" 01.5400 ,*ite 427 � \ 20' SETBACK zo 6 I \ _/426/S UlU1Y EASEMENT EEV.-328.21Y-_-____----- --___- -- r / '' 12,4337.32H- I o Q- 2281�81AY - L'i kA 10' UTILITY EASgENT R • \ T SOZ 25 4$"w 1{-aoo r - - M•>s' 6638 N 3 I I Qo ✓- r� N 1 1 . \ Pl/ 426E Pt/ 4262 S4r26•{6'IL PIA 4 5• SETBACK I T - 20.00' 181 R I I I L- 31.42' a l I , ICI I I �IISJ I I Y I I R rn. I I Iv'Ilp I N022Y{St �i. J I = I I [10' UiUT' EASEMENT F• S03'Sm to rt 7 ' g M 'r I � T 12141OCR I Pt/ a I I k iI I _ _ ___ _ I I o I I N6T3a'12'w O L NW25y•,T.'E�� 10• UTUTY EASEMENT - J ^� I Q - 90508'42- py,q. Z ! Q -01. 3fl -,�, � I 9O�oo I R . 25.00E R . 2a00'I 2 T - 25.06' R T - 20.00E ^I t Pto L - 39.33E % L .31.42E to Ik 2W SETBACK \ LID• U71UTY EASEMENT Pt/ 4241 WO3'23'48-E- - _ r _ _ - - N0225'•1�'E JEFFERSON STREET N 147804.7906 S022V49•W E 1214321.8349 'E Pt/ 4260 �n PARCEL /4 No G/0; _ - 54r25'42Qi4 % 4254 S' U TY T Q - 90'00'01 Z20 SETBACK / t/ 4251 L R- 20.00E R n Q- 89NS9'54- T - 20.00' ^' � R .20.00E I L - 31.42E T - 20.00' I N67il L_ •W L - 31,42' _ _ N0Y255-440T _ 172.92' _ _ F- I-31..35 10' UIIJTYSEMENEAT BLSO' - ow zap i �I • I I -I 8 I M I n n � I I II N L 61.50E _ J` L- - 35.E nl 31 li>< W 1" r 10' UTILITY EASEMENT ail Iw =''dl I 61.50E � I- 54.09 � I W • I� 1/1 X I � I I C� Izl � �n91• °I ppQQ ^i; N0225'49•E 1 n F^ XI a l No 'E zaoo• I I I z ' I L 7 J I 66.57' + � R �yy 10UTILITY EASEMENT /,2� L - No�'2s4a'E _ I- N0225'48'E 679® Q - 90100'00' an 90.00'00- I R - 20.00E R 20.00E -, F T - 20.00E T - 20.00' „I 1 L - O1.42' -20' SETBACK- 31.42' 4A. 01 t Pt/ 4236 '1 • XW 10' UTILITY EASEMENT 4i4•�-�'�.� � Pe. 4 f NdTf*ff'0C- - - - - 276.CU - - - - P 4 49 STREET- - NO2'25'48'E 366.00E 17.7r_ S0225'48'W _ _ 207.32' _1 �4L r � �3'�'im w - - - - 276.00- - - - - _ / 3B"E�10' UTILITY EASEMENT %_4?7 46'WPtO 422J;U l0' UTILITY EASEMENTS _ 54725'4 pt/{)(i 34.16E - - IA - _- - •ti2p' SETBACK W 1 I Q. 86'10'52' 2�SETBACK Q- 90'00'00' f Q 90*00,00" e R R - 20.00' C�� N!" AMON1 O O O o p O (6K.4 iPG.180) o � v i Z 426e 1289.44 Z DEED 1290,0') j 4 584.44 15' UTILITY A DRAINAGE EASEMNET - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 I POINT OF BEGINNING I OVERALL -PHASE t 22 PARCEL PIA l i g a = Q +1214400 z = I c I t'L •_ I-0 PAGIS MONUMENT #1004-0188 I � P nZ�N ALUMINUM SURVEY CAP i011^ i i ~ N 147180.64 �I - n4 z ' E 1214259.31 R J N 1477 1 ELEV.-360.03 1 14319.9242 POINT OF BEGINNING2*1 _ N0-VL- E---------394,81'---_-----_]_�� I 00 Pt 4258 15' UTILITY EASEMENT \ - - - - - - - - - - 388.39 r - - - - - - - - - - - - - - - T- _ - - - - \ \ ®- IS'09'371 ila 50 \ N R - 165.00' ' 14.56e ��\ \ \`IBM/. T - 21.46E ? r G - 32VT1{'/ s? j �J. \ L " 4166 J N E S1f •R - 120.00E I - 90roo°00� �\ r _ 34.55E s2 s•\ � \ I - 20.00' \ \ L - 67.27' \ 0.00E \ 1 \ \� - 1.42E ! v \ n. g i Pi 08. CO STATE PLANE COORDINATES I u I i POINT NORTHING EASTENG DESCRIPTION V I iRI 42 148436.7732510E 121365 L. 6603800E PLUS .IN. CO y, �I 420E 148169.53C'14403 :'13651.70:147a7 SETPNT 4201 48174-I ;I� 4202 148224.480684336 121654.0331486-3 SETPNT o I il$ 4204 147928.62309800 121 657.15483610 SETPNT I 4205 148168.85137649 1213667,69070198 SETPNT 44i ; zl- 4206 148228.79401486 121670.31963079 SETPNT I N IFI 4207 148486,84173624 1213681.63701548 SETPNT 4100 1 7203 SETPNT 1 4 148493.860986 l2 L 3681.9437 12 s 208 E pI, I 421E 147802.66028174 1213751.4594E 707 SETPNT 0 0 47 A1213761.90831329 SETPNT I M 421E 1 802. 66028E IN AI -I 4212 147853.48383833 1213764.06513095 SETPNT 00 n 4213 147923.94753289 1213767.05542341 SETPNT z =1 4214 147723.91924338 1213790.5t400608 SETPNT 4215 147635.84887833 1213799.37576189 SETPNT x 1S0• 4216 147850.9680L734 1213823.34715245 SETPNT 41 �ry 4219 148166.68170075 121386.7454ti602 SETPNT 4220 148216.63673651 1213838.86546673 SETPNT I!/0_ I f 4223 147870. 10203135 1213944.17716704 SETPNT ry d"Xd\" 4224 148468.81931595 1213846.22964854 SETPNT 5. F4t 4225 148145. 85168617 1213855.87948003 SETPNT J 4226 148235. 77075052 1213859.69548131 SETPNT I 0 !•I ohm i"'2, 7.584 4227 148442.90783151 1213868.48600252 SETPNT 1 It �2� 40 8 0 IN 16NO2 25'48"E N9'''0• \f B\ < 30.76' .BATE/`,\10,\ Pt/ 4243 .I 7 R R . 20.00' I T 10. 52' �i✓ `r \ \ L - 19.37E Pt E P`/ 4229N, 1 6 08 Q'1�oi�• fPt/ 423E Js6rSJ. �O•� \\ Pt/ 4226 4',,Te,nG�\ \ ss f e4 qo?SOS S {9 eJ \ \ \ ,OR'C6 4228 147570.8485271E 1213885.62507418 SETPNT 4229 147788.39467807 1213914. 03563004 SETPNT 4230 147866.71003022 1213924.10522424 SETPNT 4231 147623.53672259 1213925.37371010 SETPNT 4233 147796.35969561 1213930.87101896 SETPNT 4234 I48142.45968503 1213935.80753724 SETPNT 4235 148232.37874939 1213939.62333851 SETPNT 4236 147845.88001563 1213943.23923826 SETPNT 4238 148439,32772146 1213948,40607587 SETPNT 4240 148161.5969905 1213956.63755182 SETPNT 4241 148211.54873480 1213958.75735253 SETPNT 4243 147594.51405183 1213961.06242796 SETPNT 4245 148463. 24247484 1213974.50683739 SETPNT 4246 147654.29573560 1214006.35205465 SETPNT 4247 147772. 93277770 1214011.20236590 SETPNT 4248 148459.97091280 1214077.13980417 SETPNT 4250 147781.72120223 1214275.8t262567 SETPNT 425E 147831.6762L874 1214277.93307976 SETPNT 4254 148147.38984315 1214291.3327869 SETPNT 4255 148197.34485966 1214293.45323778 SETPNT 4258 147760.89118764 12,4294.94663968 SETPNT 4259 147850.8101320E 1214298.76309007 SETPNT 4260 148126.55972782 1214310.46679343 SETPNT 4261 148216.47877293 1214314.28324809 SETPNT 4262 148282.80029366 1214317.098t4761 SETPNT 4266 148280.68004107 1214367.053L7267 SETPNT 4267 148463.56706895 1214370.18592300 SETPNT 4268 147752.38722888 1214495.33127263 SETPNT 4272 148308.72120943 1214381.25503442 SETPNT 4274 147758.77118693 1214344.90167544 SETPNT __7E 1213800 r' R - 25.00 R .20.0E EI rm R - z 00 W T -20.00E i5 r I NS '34°12'W Pt/ 4214 n I T- 2139' T .20.00E a T. < sl I" L - 31.42E M8T3a'12'w 9.34E \ i N I L - 37.60• L - 31.42E 9.34E L - 31. 2' F� ye'+'i Q• h \ N0225 53TE 97.16 �922wx _ -' }� 1i _ _ j S.Br y1 r- _ 10' UTILITY EASEMENT -_ - - - - - - '-t N 25-53-E 208.82' / 7n in Pt/ 421 \ IE 121380E �I---i«.34T---- I I - 88�-. L_------- P sws /70.53' •1. Pt/4zz �'C / ssS' 10 UTUTY EASEMENT to 4 I \ Q Ae' / \ I- 6 �I8 gL - - 119.94r - 1 t*1'NO2 5r'F8 E 2,.40E I' I 0-\>13'48'32��iS FPtN 4210 \ t0 J - L� I p N 7878 e. I II 1 R . 7560.7�t \ O� E 12 3778.6887 \ \ LEGEND 6.41 O E 12137610052 A \ ' E - I W �O�r 131. o i ILL - s4'35,x 99.32E \ \ \ y�.sn \ \ \ • PLACED SURVEY DISC f I •11 Fr,O,Q,• W Ig ; R - 45.00' I y;+► I I Ag I� I �• zz1• O FOUND IRON PIN zz +`�" . I n ml oal { I n F :, ■ FOUND CONIC. MONUMENT zN65 o2 L 10' UTUN EA5%4EIF „ \ / L \�• 7.00' C tITUTY EASEAIt31T z ' J 258.30E Pt a 06 42D0 LPI412�_ _ �a.i13' - - - ! \ r Pt/ 4 / NO2.30'41'E 265.30E .,a' A827"SII'E .1 - 240.46 n ^ PV a2p4 I I \ \ �+/4,4 \ \ I TFPt/ 4 P e s n(2'w �I I N 21 I \ f4 'DINT �4 z P OF KOWN104 �t6.09�Ip, \ t6go?•w LIMITS OF PHASE 1 �I ; I I 02 NO2'25.48•E 148199.5032 NO2'23 4E•E 11i I \ \ \ It 5.00E 5.00 I W Ir \ N, \ I I POINT OF BEGY4•8/G I R O UJI � I PARCEL /3 i ^ L.' \ \ \ I n I CO REFERENCE POINT I I \ \ e/C '7 DISC IN PAVEMENT 1 J \ -----�-4II \ \ \ 1213500 N 1NO' 54'a4N0247y 'e E 1213498.3310 N0226'44"E 394.46'!--------�-------5.99E ELEV.m322.06 ----- - ,D' unuTY EASEMENT 343,99' 82.70'�E(-6-------------------- E 121350E NO2-O44% ND23.23' \ \ ai FENCE snl I = I I I I I "Jes DISC COR• xl I / %I I I i S10f\ I IN PP W F�. Ili E ly r• 11.0'9'/,Y Izl� IWI� B'•\\ �► WI131 PAgS MONUMENT j11004-0189 r��/o ;ICI- ;I'I- \ N tyJ hl�l ALUMINUM SURVEY -CAP /�j/4j ,vnell �Iwl \ < °D N 148157.59 Vb�- I II .e / / �Izl ml;l E 1213431.56 1n- I 1- - - -� 1O- - - �g I"I ELEV.-334.47 12.70' 1=1 ICI ;I it M66is ,M�rB L- 61.03 - ------- - - - - - - 7i,---- L�'411 • I I _ _ _ _ _ _ _ _ RI Q N FOUND NO2'31 01 E 430,9E ''� -I L _ _ _ _ - _ _ -; _ _ _ TILITY N DRRA RAGE EASEMENT - _ _ - _ _ - J L j15.79 _ _ O -------- a------ 15'- - - LIHE - - - J ,� g DIN L,I NO2'20 0 E 65 {88 (DEED 651,3') HP/I FOUND N 1,48301.2342 ,6' O IRON PIN E tg13MO3480 Ci FOUND FOUND,' y�/y�� �6@ 3 ///y�� ' � 1 / Z NO2.23'04-E , D.00 IRON PIN IRON PIN APR o c VI L� FOUND / N 121 3 45.36 3 ,may''*W EC' N 147871. j7161 - N 147872.0414 [ V L i tRON1 ( Off\ / F E t2t334S,367 `` I: 1213326.444� ,2 E 1213317.3598 O (SK.4 PG, 192) N 1485019.7934 P 1�Q� F N 148367.320$ MIN Z N o E t2t33 9.1152 P 3 IRON PIN ® ® © 0 QN Q ® Q © I 0 P 9f" N t 9.9E4o E 1213372.253E Q a Q O 1 eoa t E 1 13.2 O O YI n M 00 -j LEGAL DESCRIPTION A TRACT OF LAND LOCATED IN THE NORTH 1/2 OF THE NE 1/4 OF SECTION 7, T-1-N, R-12-W, UTTLE ROCK, PULASKI COUNTY, O ARKANSAS MORE PARTICl1LALY DESCRIBED AS FOLLOWS; FOUND CONQ. MONUMENT N14/-w1, SE 7 ' T-NEt-N, 1 4' ME OVERALL -PHASE 1 PARCEL 3 R-12-W N-147168,45 9 BEGINNING AT THE BE CORNER. WEST 10, NE 1/4, HE 1/4. SECTION 7, BEGINNING AT THE SE CORNER, WEST 1/2. HE 1/4, NE 1/4, SECTION 7, T-1-N, R-12-W, THENCE N OT 23' 03' E A DISTANCE OF 584.44 FEET T-1-N, R-12-W, THENCE N OT 23' 03' E A DISTANCE OF 1289.44 FEET E 1214471.0175 IC THE POINT OF BEGINNING; THENCE N 87* 34' 12' W A DISTANCE OF TO A POINT; THENCE N 87' 28' 54' W A DISTANCE OF 843,33 FEET TO N'• 4f4.57 FEET TO A POINT; THENCE S 02' 20' 28' W A DISTANCE OF A POINT; THENCE S OT 30' 41' W A DISTANCE OF 265.30 FEET TO A Pn 113.74 FEET TO A POINT; THENCE 5 37' 08' 49' W A DISTANCE OF POINT; THENCE N 87' 34' 12" W A O STANCE OF 16.09 FEET TO A POINT, © 75.00 FEET TO A POINT; 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 5 37. 01' 53' W A DISTANCE OF BEGINNING: THENCE S 87* 34' 12' E A DISTANCE OF 185.00 FEET TO F 66.00 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 1�2 K 169.00 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 61,00 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE 10 THE A CHORD DISTANCE OF 28.211 FEET TO THE P.T. OF SAID CURVE; THENCE I- LF T HAVING A RADIUS OF 50.00 FEET AND A CHORD BEARING OF S OZ• 25' 48' W A DISTANCE OF 276.00 FEET TO THE P.C. OF A CURVE: N 19' 5Y 56' W AND A CHORD DISTANCE OF 83.78 FEET TO THE P.T. THENCE ALONG SAD CURVE TO THE RIGIIT HAVING A RADIUS OF 20.00 FEET OF SAID CURVE; THENCE N Or 25' 48' E A DISTANCE OF 121.40 FEET AND A CHORD BEARING OF S 4r 25' 48' W AND A CHORD DISTANCE OF TO A POINT; THENCE N Sr 33' 50' W A DISTANCE OF 110.00 FEET TO 28.28 FEET TO THE P.T. OF SAID CURVE: THENCE N 87' 34' 12' W A A POINT; 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. 26' 48' E A © POINT: THENCE N 8r 34' ,Y W A DISTANCE OF 16.00 FEET TO A POINT; HENCE N Or 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 110.00 FEET TO A POINT; THENCE N 02' 30' 41' E A l S 87' 34' 12' E A DISTANCE OF 16.09 FEET TO A POINT; THENCE N Or 30' 41" E A DISTANCE OF 265.30 FEET TO A POINT; THENCE DISTANCE OF 240.46 FEET TO A POINT; THENCE N Sr 34' 12' W A DISTANCE OF 16.00 FEET TO A POINT; THENCE N 02' 25' 48" E A S 87' 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 1.192 ACRES OR 51,937 SQUARE FEET MORE OR LESS I AND CONTAJ14ING 14.205 ACRES OR 618,773 SQUARE FEET MORE OR LESS. Q PARCEL 1 PARCEL 4 ^ BEGINNING AT THE SE CORNER, WEST 1/2, HE 1/4. HE 1/4. SECTION 7, T_1 .-N, R-12-W, THENCE N Or 23' 03'E A DISTANCE lK 1289.44 FEET TO BEGINNING AT THE SE CORNER, NEST 1/2, NE 1/4, HE 1/4, SECTION 7, T-1-N, R-12-W, THENCE N 0Y 23' 03'E A DISTANCE OF 584.44 FEET THE POINT OF BEGINNING; THENCE S 44' 05' 12' W A DISTANCE OF TO A POINT; THENCE N 87* 34' 12' W A DISTANCE OF 200.56 FEET TO Lj 205.12 FEET TO THE P,C. OF A CURVE; THENCE ALONG SAID CURVE TO A POINT; THENCE N OY 25' 49' E A DISTANCE OF 90.00 FEET TO THE a. TEE LEFT HAVING A RADIUS OF 38.00 FEET AND A CHORD BEARING OF S 68' 00' 00' W AND A CHORD DISTANCE OF 69,20 FEET TO THE RT, POINT OF BEGINNING, SAID POINT ALSO BEING P.C. OF A CURVE; THENCE ALONG SAID CURVE THE RIGHT HAVING A OFF FEET O A CHORD M �C OF SAID CURVE: THENCE S OT 25' 49' W A DISTANCE Of 66.38 FEET DRADIUSISTANCE 5! 2& T BEARING a S 4T 25' 49• W AND A CHORD DISTANCE OF 2828 FEET 70 THE TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING P.T. OF SAID CURVE; THENCE N 87' 34' 12' W A DISTANCE OF 335.00 FEET m A RADIUS OF 20.00 FEET AND A CHORD BEARING OF S 47' 25' 49' W AND TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A O DISC A CHORD DISTANCE OF 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE N Sr 34' 12• W A DISTANCE OF 335.00 FEET TO THE P.C. OF A CURVE; OF NCHORDE pl�µCE OF 2N µ025 18" OA A 2°8.28 FEETTOTHE P.T. OF SAID CURVE THENCE 0 46' THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET AND A O OF N 42' 34' 1Y w AND A CHORD DISTANCE OF DISTANCE OF FEET TO P.C. A CURVE; THENCE ALONG SAID CURVE s6, THE P.I 2828 FEET TO THE P.T. HK' SAID CURVE; THENCE N 02' 25. 48' E A FEET DISTANCE OF FEET TO THE P.C. OF A CURVE: THENCE ALONG A T HAVING OF F TO THE RIGHT HAVING A RADIUS ai VICE FEET A80 E CHORD BEARING Or N 25' E AND A CHORD DISTANCE IS 2E128 FEET THE T (T THENCE S 8T J4' T SAID E A DISTANCE OF ,0 FEET TO THE ID CURVE; ?• RICH FEET AND HAVING A CHORD CURVE TO THE 7'J HAVING A D A C OF DISTANCE BEARING OF N 4T 3Kf O9" E AND A CHORD DISTANCE OF 35.4E FEET TO R104T A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING AC G A RAOI,S JEFFERSON ST. THE P.T. SAID CURVE; THENCE S 8r 05" E A DISTANCE OF OF 0. CHORD DI 20,0E FEET AND A CNWD BEARING OF S 4Y 34' It' E AND A r 25' 49' W DISTANCE OFF FEET TO THE P.T. OFT CURVE; THENCE 5 02' SO' R.O.W. FEET 06' Ip2.72 FEET TO A POINT; THENCE N 89' O6' OS' E A DISTANCE OF FEET TO POINT; THENCE 5 ST 28' S4' E A DISTANCE OF 2. DISTANCE OF 276.0E FEET TO THE OF NI 27 POINT OF BEGINNING AND CONTAINING 154.62 TO T HE POINT OF BEGINNING AND CONTAINING 2.61E AWES T 2,713 ACRES W 118,155 SQUARE FEET MORE W LESS. OP 11113.740TSQUARE FEET MORE OR �P I" PARCEL 1A PARCEL 5 BEGINNING AT THE SE CORNER, WEST 1/2, NE 1/4. HE 1/4, SECTION 7, BEGINNING AT THE SE CORNER. WEST 1/2. HE 1/4, NE 1/4. SECTION 7, T-1-N, R-12-W, THENCE N 02 23' 03 E A DISTANCE OF 584.44 FEET TO T-I-N, R-12-W. THENCE N 0Y 23' 03"E A DISTANCE OF 584.44 FEET THE POINT OF BEGINNING; THENCE N 87' 34' 12' W A DISTANCE OF TO A POINT; THENCE N 87' 34' 12" W A DISTANCE OF 200.56 FEET O 11.56 FEET TO A POINT; THENCE N 02' 25' 49' E A DISTANCE OF TO THE POINT OF BEGINNING; THENCE N 87' 34' 12' W A DISTANCE OF 264.00 REFEREN POINT E O S T 7 THE P.C.T .2.3a FEE o E .c. OF CURVE; THENCE uoNc sAID CURVE o r T r DISTANCE 118.74 FEE O A POINT, THENCE S 28' W A D5 CE OF DISC IN TI+E HAVING A RADIUS OF 380E FEET AND A CHORD OF 3r 08' FEET TO A PONT: THENCE 5 3T 08' 49' W A DISTANCE OF 73.0E N ?6' S1. OF IKEUNG 51' E AND A CHORD FEET TO THE P.T. FEET TO A POINT; THENCE N 5Le• SELL'' W A DISTANCE C4' PAVEMEN 05'DISTANCE Of THENCE N 44' A T T SAID CURVE, 05 ".2 E AHCE OF 2D6.12 FEE CURVE; DISTANCE 33" 6.DO FEET TO A POINT; THENCE S 3T 50 WA DISTANCE OF 66.0E N 147066.3791 TA TG A POINT THENCE S 02 2Y 03" w A DISTANCE 705.0E FEET 59' S0' A OF 108.0E FEET TO A POINT; THENCE N 59 THE POINT W BEGINNING AND CONTAINING 2.138 ACRES W 93,14E SQUARE RE Q 36' E DISTANCE FEET TO A POINT; THENCE N 36' SS' 48' E A DSTARCE OF 990.83 FEET E 12142E ,2239 FEET MORE OR LESS. TO T14E P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING ELEV.=360.95 A RADIUS OF 20.00 FEET AND A CHORD BEARING OF N W40' 48' E AND Q PARCEL 2 A CHORD DISTANCE OF 18.62 T T THE P.T. OF SAID 8. 2 FEE 0 CURVE: THENCE S 87* 34. 12• E A DISTANCE OF 34523 FEET TO TO THE PC OF A CURVE; a 0 R91 ma lJ V 1 0 LJ BEGINNING AT THE BE CORNER, WEST 1/2, ME 1/4, NE 1/4, SECTION 7, THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET T-1-N, 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' IN A DISTANCE OF 843.53 FEET TO 28.28 FEET TO THE PONT OF BEGINNING AND CONTAINING 0.808 ACRES W A POINT; THENCE S 02. 30' al' W A DISTANCE OF 7.00 FEET TO THE 36.159 SQUARE FEET MORE W 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 40. 39' 38• E AND CERITIFECATE 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; WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN HE R T THE RIGHT VICE ALONG SAID O S O EHAVING A RADIUS OF 20.0E FEET AO CHORD TOTING OF $ 4T 25' w AND A CHORD DISTANCE OF AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE RV FEET 1 THE P.T. OF SAID CURVE; HENCE N 8T 34. E W A DISTANCE I�DISTANCE OF 185.0E FEET TO A POINT; HENCE N 02' E A LAID OFF, PLATTED AND SUBDIVIDED, AND 00 HEREBY lAv OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE IN AC ANCE VIM DISTANCE OF 5.1)D FEET 70 A POINT; THENCE S 8T 34'12" E A 4'12' THIS PLAT. DISTANCE OF 16.09 FEET TO A POINT; THENCE N 02' 30' 41' E A DISTANCE OF 258.30 FEET TO ME POINT OF BEGINNING AND CONTAINING / J $ SN;NED, 1,111 ACRES W 48.W5 SQUARE FEET MORE W LESS, _ a_ T O S REFERENC DISC IN PAVEM N1 N 147 24 9eo E 121318= 30, FENCE MONROE ST. 50' R.O.W. � FOUND CONCH N MONUMENT O N'i1147221.7014 Kp E 1213290,8488 1 n Q N 0. Y CO POINT 6575 DA OF EX�CU CN, NAME ADDRESS SOURCE OF TITLE; O.R. BOOK 278, PAGE $53 - INST, NO. 57M SOURCE OF TITLE: OR. B�278 PACE - INST NO. 57096 SOURCE OF TITLE: D.R. BOOK - INST. NQ, 57097 SOURCE OF TITLE: D.R. B�2�. PA�55}- INST. SO, 57MPA�553 - INST. SO, 57M SOURCE OF TITLE; D.R. 8O282, PACE 177 - INST. NO, 57099PACE 177 - INST. NO, 57099 SOURCE OF TITLE: D.R. BOCK ". PAGE 15 CERTIFICATE OF REINGTHIS �ti', FILED SURVEYOR'S NOTES RECORD DOCUMENT. NUM 19IN PLATT FBOOK 1, DISTANCES ARE SHOWN IN FEET AND INCHES AND DECIMAL PORTIONS THEREOF. 2. BEARINGS AND COORDINATE SYSTEM IS BASED UPON PAGIS MONIMENTAT011, (SIGNED) PACE CAR01 WMI FYT,"Mrnit County Cleric & Rec 3. IN ACCORDANCE WITH FLOOD INSURANCE RATE MAP - COMMUNITY PANEL NUMBER (NAME) CLERK 00181 0011E - REVISED NOVEMBER 3, 1993. THIS TRACT OF LAND IS NOT LOCATED WT IN THE 100 YEAR FLOOD PLAIN,CERTIFICATE OF ENGINEERING ACCURACY 4. THIS PROPERTY HAS RECENTLY BEEN RE -ZONED FROM R-4 - TWO FAMILY DISTRICT �4�' L' _ � TO PRO -PLANNED RESIDENTIAL DISTRICT. I,fAj$,f/p¢I(;��BY CERTIFY THAT THIS PLAT CORRECTLY REPRESEN A PLAT MADE BY ME, S. 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 COMPLIED WITij., 6. ERROR OF CLOSURE - 0.000 +�!_9� SIGNED�if �.-r 7. THE FORMER DRAINAGE EASEMENT FILED FOR RECORD NOVEMBER 16. 1979, OF RECORD DATE OF EXECUTION NAME, tEI: NCI l23 AS INSTRUMENT NO, 79-54736, AND RE-RECONOED NOVEMBER 19. 1979. OF RECORD AS ARGINEER INSTRUMENT NO, 79-55006. IS ABANDONED AND REMOVED FROM THIS PLAT BY VIRTUE OF TE RECORDING OF THIS PLAT WHICH PROVIOL:', NEW DRAINAGE EASEMENTS, CERTIFICATE /SURVVEYING ACCURACY n_42?4 MERESY CERTFY THAT •••4Aeseeeee•,�4. THIS PLAT ODRRECTLY REPRE TS A BOUNDARY SURVEY ••• `,� CUR^ 4,A. MADE OR VERInED BY ME. ALL MONUMENTS REQUIRED C` L. ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND • ` /%i A•,r THAT ALL SURVEYING D REGULATIONS OF 111E LITTLE ROCK SUBDIVISION RULES AND REGULATINS HAVE BEEN COMPLIED v p'.. •''« O : WITH. 4/ /4, !A 1 / r DATE OF E� NAME,-�--- (� rC3 ( a LLMCD $UJ t Ft CFESSIONAL 99 v '] nA •'... dU '� NO.� • `s,1A r °L ARKANSAS Na 1 n.,( GRAPIIICL'$�CGAE CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITTLE ROC( 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 THE AUTHORITY OF SAND RULES AND LATIONS. (t�P Z0 (SIGNED) ( IN FEET') DBE Or E CVO L.R. PLAANING 1 inch - 60 fT. FISSION �� +/J/JV V\ Ii-I�VG Vr1f11Y VG.I MV rGrt ...I I 1 l•. rt. OC GIV IGRV I 4VMMLIV IJ. i t 10/97 JRL REV. EASE. S. OF 14TH, ADDED EASE. NE COR. PAR. 1, REV. EASE. PAR. 3 t DATE BY DESCRIPTION REVISIONS ned �'9TF• FINPLAT2. DWG DATE SHT REFERENCE e�as4ST.6 �F �'•, 4 FINAL PLAT ,f STATE OF ••., MADISON HEIGHTS SUBDIVISION - PHASE 1 ARKAESAS '• i ,,�„ •' �= The Housing Authority of the City of Little Rock 1 ' staxaivuT FENNELL PURIFOY ARCHITECTS swamp"•., O SH•4•' DATE SEPT. 5. 1997 pATE: 444.4 -Sy AMI ENGINEERING INC ACAD: FINPLOT DESIGNED BY: KDV ENGINEERS • PLANNERS - SURVEYORS • PHOTOGRAMMETRISTS VIEW' PLOT DRAWN BY: JRL ( 201 Morkhom Center Drive PROJECT y: 9607036 CHECKED BY: KID V P. 0. Box 25937 4 Little Rock, Arkonsos 72221 APPROVED BY: DRV (50t) 227-7n7 Fox: (501) 227-5755 SHEET: 1 of 1