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Home My WebLink AboutS-1146-A Map 2DISC N PP REFERENCE IZ 4148457733- 121604 - ® Q ®N O Qro Qto © O 0 E t_327.94 0 ..rr�wgg 0) O d 1 POINT OF BE Z \ S02'23' "W z ARCEL /1 Z 70&00' 1 6w UTILITY a DRAINAGE EASEMENT A i 140.64' I�*44 r \ \ \ 0.!-ro0''oo' ENCE 75�OR. 75.\ \ em REFERENCE P01 R ''00L - 1,7.92 ; \ DISC IN PAVEMEN � . 32 41' a 1 I N 148465.0910 \ - - - zo' sE7BACK� - - -^ 4401.5400 /T+Pt/ 427 _ EI�12f44� s• unun EASEMENT - - - �- / Pt/ 426E >� _ _ �10%'2,`349`E- - - - - - - - - - -ii.as'- - - - ELEV.=328.21 - - - - - Pt/ �/47804.7906 JEFFERSON STREET N 1214321.834 N 1 43 1. 349 E 1214337.3532 E f21 2 8 I p . 22891'38" sot zs49'w - - N0725'49'E gH J 45.1 1w UTILITY EASQENT T - .6S' K $02'25'4�"w 11Q00 - '- - 366.00' P.0.8. PARCEL /4 NO2"2 '49"E rI- 81•u' 151.79' fib 38 Pt/ 426E 90. 1 Pl/ 4261 - - N 148310. 26 \ -� - 5�"4VW - - - - -Y76 -I 1 1 \ Pt/ 4262 � Pt/ 42 / 4254 5' UT TY EASEMENT - - -� 4251 5' SETBACK I p . 90'Uy01 - $20 SETBA. . 89'59'5," t / 89*59,590 I I R- 20.W.1' c R- 20.00' I R- 20.00' l a l R 30,00' ^ L= 20400 I I I L- 31.42' n I I NI, &a'11"w31 I I I I I I L4� �1 '' S88 N0275.49_E 157.92' - - 1-4 I I W I -- 1C uTwTY EASEMENT- a, I r1--413D'-----,e7.9� ----, a,*a. 61 I I I 66.50' -� 10.00' g L F I 31 W I 5 ram. = 20. I I I I �I:3 /��/� I• ; l I 8 I I zl =1 DIG aSE1?l .4 I I I I n 1 I y1 s ^ I J I I q AO N1 I Iz w I NO2 25 _4-E °e� W I I' W W N072r45_E 71.7 ,J I 6o TILITr EASEMENT ] -II I = rn I '9Hm I I CIDO-UTAIn EASEtE T ICU »' LS_UTIL. EASE. _= I �5.00�7'E 71.73' I i W..$ r Y 81.50' r 54.05' I it PGfLfsfl?L rl al I"- - N gI I I WI 13 sQ."I I 4„2-cl10114 I W0121410m $15h ; co Izl I I I v 1 P N I M i•HI P I NO2 25'49'E I Pl/ 48 I NOnV49-E 20.00' I I I Z , n I �I I I zI 7 38 66.sr R �W II I I -9 I ci 38 °•^ °9\7 +� .65' .J N8r34'l2"W I L _61_50_ J /yN�- J•\F 10 UTILITY EASEMENT J�+y-NO2'25_48'E 8 I L NO2 25 TE 10' UTILITY EASEMENT - 41 , F NO2'25'48'E t7.99' n p . 90'08'42" t9.80 26A0• I G - 90'00'00"I !11 i� p • 9000'00" R 20.00' R 25.06' � R - 20.00' RI I T - 20.00' T 20.00'I T - 20.00' L - 31,42' 1 Pt/ 42 Pt1 �I a5 L - 39,33 L - 31.42' p .� L - 31.4;_' - 20' SETBACK-�- 20 SETBACK�-}-- Pl/ 4241 4 f.10' UTILITY EASEMENT Lf0'UTILITVEASEIfFNT / --- -H-------e---- P 4 - NO1 ZS 48 E 276.0E PtA 42: n.n' ' E 1213897.7515 MADISON STREET N0225'48'E NO215'48'E - - 366.00' Hq 32554 7. - - - - - - _ _ - t/ 4�24 �10' UTILITY EASEMENT \ Pt/ 4220 W 1 - 86.10'S2- ° SETBACK RG �;00" R 1P T - 20.00' gl a I T - 23 3V I .ti 4219 10' UTILITY EASEMENT { p - 90,00,00" `20' SETBACK p - y `00 00" w I - R - 20.00' R - 2 •00" W �^ L - 310 442' N8r34.12'w L - 31 42' Fi 9 34' I C�UN,f2' S NI AG (BK.4 G,180) 00 MA nON E)O 8 o O 1 E) qt LEGAL DESCRIPTION i� A TRACT OF LAND LOCATED IN THE NORTH 1/2 OF THE NE 1/4 OF SECTION 7. T-1-N, R-12-W, LITTLE ROCK. PULASKI COUNTY, --O - ARKANSAS MORE PARTIWLALY DESCRIBED AS FOLLOWS' FOUND CONGI. MONUMENTI • wn� NEt/4. OVERALL -PHASE 1 PARCEL 3 1 /4_ $Ed7 T-1-N, T 7 t 1 4268 1 g89.44 DEED 1299.0 ) I I I 1 ' " E 1214471.0 _584,44'15' UTILITY h DRAINAGE EASELHNET - - - - - - - - - - O I POINT OF BEGINNING OVERALL -PHASE 1 & Ii PARCEL /1A Iw � ICU I I g Iw E 121440E Iz awit Li_ l IF M i O'o N = Z-IzH_- I r l J N 11 E 121414319.9242 I POINT OF BEGINNING 394.81' _ - - - - - _ NO2i5'49'E _. - - - - - - - - - PtF # 58 1•' UTILITY EASEMENT \ I p DISC IN -------------?---\ \\ G-15`09'371 O 18" OAI ------------- 3i8.39r-- / \ 501 Z\ \ j\i�• L - 43.66' 11.568 �i e - 370T14` \ ,S1F I V>\ R - 120.00' 9 34 55' \ l000'0o 'F " � = 67.2r 's\ \ JEFFERSON ST 0.00' \ \ \ 50' R.O.W. 0.00' \ 1 \ \ \ 1.42' YY I �.oe' pp I I STATE PLANE COORDINATES 00 C4 I I POINT NORTHING EASTING DESCRIPTION I REFEREN nl I 42 1214324.6604 148456,7733 PLUS IN CONCRETE I DISC IN �I I 4200 4201 121365t.7011 1213651.9131 148169.5301 148174,5256 SETPNT SETPNT I PAVEMEI` I wI 4202 1213654.0331 451 148224.4807 142 SETPNT SETPNT N 1470E w 4203 121654. 148229.476 SETPNT I E 1 21 421 <I IYl0 4205 4206 1213667.6907 1213670.3196 148166.8516 148228.7940 SETPNT SETPNT I ELEV.=31 L 4207 1213681.6370 148486.8417 SETPNT TPNT E 1214100 I W I 4208 12 1368 1.9438 148493.8361 SE 39 � 4210 1213751.4594 147671.9602 SETPNT I nl. I 421L 1213761.9083 147802.6603 SETPNT M a 4212 1213764.0651 147853.4838 SETPNT P MI I 4213 1213767.0554 147923.9475 SETPNT 00 4214 1213790.514E t47723.9t92 SETPNT I 2 zl 4215 1213799.3758 l47635.8489 SETPNT 4216 1213823.3472 147850.9680 SETPNT I,O• I 4219 1213836.7455 148166,6817 SETPNT j,n < I I 4220 1213938.8655 148216.6367 SETPNT p I m 7)' 4223 1213844.L772 147870,1020 SETPNT I, 00 e4 4224 1213846.229E 148468 8193 SETPNT , I 7`Mf, 4225 1213855.8795 148145.8517 SETPNT 'o 15 � Nr 4226 1213859.6955 148235.7708 SETPNT ?-,T�, 4227 1213868.4860 148441.9079 SETPNT Pt/ a247ry� , 4e"/ \ \ \_ 4226 1213885.6251 147570�8485 SETPNT I Ld G $02 2 W 11$�74 Pt/ 424E 4229 1213914,0356 147788.3947 SETPNT 4230 1213924.1052 147866. 7100 SETPNT I v ti \\ ,\\ SJi 4231 1213525.3737 14762L1.5367 SETPNT 4233 1213930.8710 147796.3599 SETPNT �25_40J•� oy \ NJ@\ )SbB4 4234 1213933.8075 148142.4597 SETPNT I C ya %NY 4235 1213939.6235 148232.3787 SETPNT n 4236 1213943.2392 147845.880E SETPNT I M �NO2'25'48"E 9°?off\f' ej 4236 1213948.4061 148439. 3277 SETPNT a 30.76' BhIF\'Oy\ Pt/ 4243 424E I213956.6376 148161.5937 SETPNT I Ro i� \ " 4241 1213958.7576 148211.5487 SETPNT Y, 'u✓i p . j53000 q ! q \ °S 4243 1213961 .0624 14 7594 .5141 SETPNT I +I' R - 20.00• �4 pJ r1, 0. \•AJ, 4245 1213974.3068 147654.2957 SETPNT m H �J„ :7 C5 \ \ 4246 1214011.2024 21 147772.9328 SETPNT SETPNT L - 19.37 09 SETPNT PGRF F(-'r rho hSJ) \� a290 1214275.812E iiiiee.i2 SETPNT I e0$ CO' POI 423E 1Dj. 4251 121.4277.9331 14783E 6762 SETPNT It/ 42� Q' 1Q7 Ss fJ• 4254 1214291.3328 148:47. 3898 SETPNT '5' �• iy 4255 1214293.4532 148197.3449 SETPNT \ 4258 1214294.9466 147760.8912 SETPNT Plfl 4228 4259 1214298.763I 147850.8101 SETPNT &;j pry4260 1214310. 4668 148126.5597 SETPNT 4261 1214314.2832 148216.4788 SETPNT 6 4262 1214317.098L 1482,82.8003 SETPNT I M 9e�� \�q0� 426E 1214367. 0532 148280.680E SETPNT 4267 1214370.1859 148463.5671 SETPNT I '9Q/ \ 4268 1214495.3313 I47752.3872 SETPNT S \ pC, 4273 1214381.2550 149308.7212 SETPNT 01 ) \ 0 4274 12143M.9017 147758.7712 SETPNT I r \ Iz E 1213800 \ \Tv a Pt/ 4214 yA \a\ I ry I I- L - 31.42 _ NO2'2553`E 97y18' 5.81 ,� JB3 \ F a S4 I L - 37.60' N4 • 'T _-1',�,�s' - - - No2'25'33`E - - - - 208.82'- �'�g °1 �. Pt 42 Pl/ azt \ sf f9 \ n r to' uTILIn EASEMENT _ I- - - r - 0' - - - ME Pt/ 4213 " - -•�' _ \ �� O e '^ 00 I I E 121380E _ - - - - - - - - - I afn -� to unun EASEMENT -1 -p \ �!j 1 O F \ " I 144.34' `r 18 'x - - 119.94r - - - R L \ 21.4E % I . 13.4$'32 rs Ply 4210 \ 6 6 V T - 1 n.w I I L R- 5�i N 147E . 565 \ LEGEND I 3 < I I ry < n 10• 3 I N t47828.5061 I I T - 76.7t'\ '� E ,2,377E6887 \ ■ PLACED SURVEY DISC r I °� �r 4y .�J 6,4rj'I I 8 E 1213783.0052 I I L - 99.32' \ \ 'Q7y \ \ I O o o N y' ;� :I � �W spQ�_�BrF,S's +II Z n - W3r34` \'9SL. \Lnlaw I I I' �C F,�j'i Ij - S! W H a �iI PGA ft JJ iI. I I R - 45.00' \ ` , yp \ I CV io II I+' 1 P p f\' 81'i < 1103� SQ' ml ; I I tT - zi.�i' \ \ \ \ O FOUND IRON PIN r I I 4 1 I I rn �T7: cJ1� r1�1_ �i I I NJs3s•\ \\ s ■ FOUND CONC. MONUMENT I l� rI�I '��\\ \e�ea• I Nor2s's3 E"ry j �; I I" to, UTILITY EASENErIT z L - 63.88 - J /try + I \ 4 AP \ \ 7.00' 1 N O' uTlum GASEELEN� 258.30' vt/ a1_.� - / 4 LPt 4205 - - -U6 g3 - - - I / Pt/ 4204 I I \ \ *NHQP \ \ Pt/ 4208 Pt/ 4L07 rN62'30'41"E 265.30' Pt azo 5, ' e I`� \ 9.14• ab2�'i'' N r34'12'W ,q I,^u �I \ N N / NO2 5 48E� 6.7E w� a 1OI w I \ \MEN, \ \ 1,.- I POINT OF BEGINNING SSWW- .50:p; nsr34'12"w LIMITS OF PHASE 1_/ PAtICEL /2 N t48199.5032 76.00' \ \ \ I I z Ir \ E 1213652.9731 POINT OF BEGINNING °� s\ \ \ \ 3 PARCEL /3 I =1 \ \ \ \ \ w I I I I -- �; ' I i \\\\\\ e��N o CI xw I I \ N ",oc I' REFERENCE POINT I I N047.06 ` \ E 121350E DISC IN PAVEMENT I I u.os \ Npr54'44`E F- ;1//c.E N 148502.7364 59s' (n NO2'26'44'E ------ 394.46_- J IG'-------- N0 9S9�F,_------- ------- 1213498.3310 f--------------- ---to' UTILITY EASEMENT ------ ELEV.=322.0E __ __ ----- �y--------------343.99'-/----------------- 3� \ I IN02W'44'E Np7y'4E - - - - . 382.79' 43ar z3z31213500 Z I II NJs s•\ :I I /COR FENCE DISC �n lilr Q� Iil� I �I Z I �I;I SI---------. Ioi ^ // =� I'g 127o I =1 I I I _ _ - I I nl $ _________-------------� I I r 337.11 215.79' -----------� Lm � I I 344.10' ---J L------ Z 61.03' -� I=---- ---- --'3 L-------- 00 .E--- NO2.37'Ot"E L - - - - - - - - - st.13' - - - - 0 j I BI 66,15 L F'g 15' UTILITY NV DRAINAGE EASEMENT � "I �I M N NO2" 1'01"E 430 91 0 65 88 (DE D 651.3') O O 8 VN BEGINNING AT THE SE CORNER. WEST t/2. NE 1/4, NE t/4, SECTION 7. N 02' 23' 03' E A DISTANCE OF 584.44 FEET BEGINNING AT THE SE CORNER, WEST 1/2. NE t/4, NE 1/4, SEC ON T-1-N, R-12-W, THENCE N 07 23' OS' E A DISTANCE OF 1289.44 FEET T-1-N, R-12-W. THENCE TO THE POINT OF BEGINNING; 'HENCE N 8r 34' 12' W A DISTANCE OF TO A POINT; THENCE N 87' 28' 54' W A DISTANCE 653E FE.30 FE FEET TO A POINT; THENCE S 07 30' 41' W A DISTANCE OF 2ET TO A 484,57 FEET TO A POINT; THENCE S 07 20' 28' W A DISTANCE OF THENCE S 37- W 49" W A DISTANCE OF POINT; THENCE N 87' 34' IZ" W A DISTANCE OF 16.09 FEET TO A POINT: I- fn V8,74 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 THENCE S 87* 34' 12` E A DISTANCE OF 185,00 FEET TO = 3 45.00 FEET TO A POINT; THENCE S 37- 01' 53" W A DISTANCE OF THENCE N 52- 59' 50" W A DISTANCE OF BEGINNING; THE P.C, OF A CURVE: THENCE ALONG SAID CURVE TO THE RIGHT HAVING A F O 66.00 FEET TO A POINT; 1�8.00 FEET TO A PANT; THENCE N 36' S5' 48' E A DISTANCE OF RADIUS OF 20,00 FEET AND A CHORD BEARING OF S 42- 34' 12` E AND A CHORD DISTANCE OF 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE 0: 65,00 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE L,`FT HAVING A RADIUS OF 50.00 FEET AND A CHORD BEARING OF S 07 25' 48' W A DISTANCE OF 276.00 FEET To THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET H- N 19' 5T 56" W AND A CHORD DISTANCE OF 8178 FEET TO THE P.T. AND A CHORD BEARING OF S 4r 25' 48' W AND A CHORD DISTANCE OF Cn 'n LIJ O' SAID CURVE: THENCE N 02' 25' 48" E A DISTANCE OF 121.40 FEET TO A POINT; THENCE N 8r 33 50" W A DISTANCE OF 110,00 FEET TO 28.28 FEET TO THE P,7. OF SAID CURVE: THENCE N 8T 34' 12' W A N 07 25 48' E A '> A POINT; THENCE N 07 30' 41' E A DISTANCE OF 240.46 FEET TO A 87* 34' 12" W A DISTANCE OF 16,00 FEET TO A POINT; DISTANCE OF 59.34 FEET TO A POINT; THENCE DISTANCE OF 70.53 FEET TO A POINT; THENCE N 87' 33' 50" W A PANT; THENCE N THENCE N 07 25 48' E A DISTANCE OF 60.00 FEET TO A POINT; THENCE DISTANCE OF 110,00 FEET TO A POINT; THENCE N 02. 30- 41- E A DISTANCE OF 240.46 FEET TO A POINT; THENCE N 87 3a' 12- W A S 87- 34' 12" E A DISTANCE OF 16.09 FEET TO A POINT; THENCE 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 DISTANCE OF 5.00 FEET TO THE POINT OF BEGINNING AND CONTAINING S 87' 28' 54" E A DISTANCE OF 843.53 PEET TO A POINT; THENCE A DISTANCE 7 5,00 FEET TOTHE POINT OFBE NINING 1,192 ACRES OR 51.937 SQUARE FEET MORE OR LESS, AID CONTAINING CRES FEET MORE IN PARCEL 1 PARCEL 4 (� BEGINNING AT THE SE CORNER. WEST 1/2. NE 1/4. NE 1/4, SECTION 7, 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. T-1-N. R-12-W, THENCE N 07 23' OYE A DISTANCE OF 584.44 FEET T-1-N, R-12-W. THE POINT OF BEGINNING; THENCE S 4,C 05' 12' W A DISTANCE OF THENCE ALONG SAID CURVE TO TO A POINT; THENCE N 87' 34' 12" W A DISTANCE OF 200.56 FEET TO A POINT; THENCE N 07 25 49" E A DISTANCE OF 90,00 FEET TO THE T a 206.12 FEET TO THE P.C. OF A CURVE; 111E LEFT HAVING A RADIUS OF 38.00 FEET AND A CHORD BEARING OF THE P.T, POINT OF BEGINNING, SAID POINT ALSO BEING P.C. OF A CURVE; THENCE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET AND A CHOW V 3 S 68' 00' 00" W AND A CHORD DISTANCE OF 69.20 FEET TO SAID CURVE; THENCE S 02' 25' 49' W A DISTANCE OF 66.38 FEET ALONG SAID CURVE BEARING OF S 47' 25' 49" W AND A CHOW DISTANCE OF 28.28 FEET TO THE FEET OF TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING P.T. OF SAID CURVE; THENCE N 8r 34' 12' W A DISTANCE OF 335.00 ALONG SAID CURVE TO THE RIGHT HAVING A v A RADIUS OF 20.00 FEET AND A CHORD BEARING OF S 47* 25' 49` W AND OF SAID CURVE: THENCE TO THE P.C. OF A CURVE; THENCE RADIUS OF 20.00 FEET AND A CHORD BEARING OF N 47 34' 12' W AND A CHORD A CHORD DISTANCE OF 28,28 FEET TO THE P.T. N 87' 3a' 12' W A DISTANCE OF 335.0E FEET TO THE P.C. OF A CURVE: SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET N DISTANCE OF 28.28 FEET TO THE P.T. OF SAID CURVE: THENCE 07 25' 48" E A DISTANCE OF 276.00 FEET TO THE P.C. OF A CURVE; THENCE ALONG: SAIU CURVE ♦♦ iL THENCE ALONG AHD A CHORD BEARING OF N 42' 34' 12' WAND A CHOW DISTANCE OF THENCE N 02' 25' 48" E A TO THE RIGHT HAVING A RADIUS OF 20.00 FEET AND A CHORD BEARING OF N 4r 25' 48' E AND A CHOW DISTANCE OF 28.28 FEET TO THE P.T. OF 1� 2£.28 FEET TO THE P.T. OF SAID CURVE; DI'iTANCE OF 207.14 FEET TO THE P.C. OF A CURVE; THENCE HANG A CURVE TO THE RIGHT HAVING A RADIUS OF 25,00 FEET AND HAVING A CHORD SAID CURVE; THENCE S Br 34' 12" E A DISTANCE OF 335.00 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE To THE RIGHT HAVING A RADIUS BEARING OF N 47' 30' 09" E AND A CHORD DISTANCE OF 35.40 FEET TO OF 20.00 FEET AND A CHORD BEARING OF S 42' 34' It' E AND A CHOW S 02' 25' 49' W THE P.T. OF SAID CURVE; THENCE S 87' 3r 00' E A DISTANCE OF FEET TO A POINT; THENCE N 89' 06' 01 E A DISTANCE OF DISTANCE OF 28.28 FEET TO THE P.T, OF SAID CURVE; THENCE A DISTANCE OF 276.00 FEET TO THE PO4NT OF BEGINNING AND CONTAINING IC2.72 293.08 FEET TO A POINT; THENCE S 87* 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 OF 113,740 SQUARE FEET MORE OR LESS, PARCEL 1 A PARCEL 5 BEGINNING AT THE SE CORNER. WEST 112, NE 1/4, NE 1/4, SECTION 7, TO BEGNNNC AT THE SE CORNER. WEST 1/2. NE 1/4, NE 1/4, SECTION 7, T-1-N, R-12-W, THENCE N 07 23' 03"E A DISTANCE OF 584.44 FEET T-1-N, R-12-W, THENCE N 02 23' 03 E A DISTANCE OF 584.44 FEET TPE 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 THENCE N 87* 34' 12' W A DISTANCE OF 284.00 POINT 151,56 FEET TO A POINT; THENCE N 02' 25. 49" E A DISTANCE OF 522.34 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO TO THE POINT OF BEGINNING; FEET TO A POINT; THENCE S 02. 20' 28- W A DISTANCE OF 118.74 FEET TO A POINT; THENCE S 3r QU' 49" W A DISTANCE OF THEW LEFT HAVING A RADIUS OF 38.00 FEET AND A CHORD BEARING OF 51' 38' E AND A CHOW DISTANCE OF 31,43 FEET To THE P.T. FEET TO A POINT; THENCE N 50' 52' S3' E A DISTANCE OF 46.00 N 26' OF SAID CURVE; THENCE N 44' 05' 12' E A DISTANCE OF 206.12 FEET S 02' 2S 03" W A DISTANCE OF 705.00 FEET TO 6600 FEET TO A POINT; THENCE S 3r 01' 53" W A DISTANCE OF 66.0E FEET TO A POINT; THENCE N 52- 59' SO" W A DISTANCE OF 108,00 1791 TO A POINT; THENCE THE POINT OF BEGINNING AND CONTA NING 2.138 ACRES OR 93,14E SQUARE FEET TO A POINT; THENCE N 36. 55. 48" E A DISTANCE CF 190.a3 FEET ALONG SAID CURVE TO THE RIGHT HAVING 2239 FEET MORE OR LESS. TO THE P.C. OF A CURVE; THENCE A RADIUS OF 20.00 FEET AND A CHOW BEARING OF N 64. 40' 48' E AND 95 PARCEL 2 A CHORD DISTANCE OF 18.62 FEET TO THE P.T. OF SAID CURVE: THENCE S 8r 34' 12' E A DISTANCE OF 345.25 FEET TO TO THE P.C. OF A CURVE: THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET BEGINNING AT THE SE CORNER, WEST 1/2. NE 1/4, NE 1/4, SECTION 7, AND A CHOW BEARING OF S 42' 40' 41' E AND A CHORD DISTANCE OF T-1-N, R-12-W, THENCE N 02- 23 OXE A DISTANCE OF 1289,44 FEET 28.23 FEET TO THE POINT OF BEGINNING AND CONTAINING 0.808 ACRES OR TO A POINT; THENCE N Sr 28, 54- W A DISTANCE OF 843.53 FEET TO 35,159 SQUARE FEET MORE OR LESS, A POINT; THENCE S 02' 30' 41" W A DISTANCE OF 7.00 FEET TO THE 45' 04'AL E A DISTANCE OF 165.58 POINT OF BEGINNING; THENCE S THENCE RIGHT HAVING TO THE P.C25. OF A CURVE; THENCE ALONG SAID CURVE 9' A CHORUS OF 25.0E FEET AND A CHORD BEARING OF 39' 36" E AND • R CERITIFlCATE OF OWNER 140' A CHOW DISTANCE OF 34.7E FEET 7, THE P.T. OF SAID CURVE; THENCE S 32' 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 THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20,00 FEET AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE AO CHOW BEARING OF S 47' 25' 48' W AND A CHORD DISTANCE OF P.T. OF SAID CURVE; THENCE N ST 34' 12" W A LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY OFF. PLAT AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH 28.28 FEET TO THE 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 87- 34.12" E A DISTANCE OF 16.09 FEET TO A POINT, THENCE N 07 3V 41" E A SIGNED DISTANCE OF 258.30 FEET TO THE POINT OF BEGINNING AND CONTAINING 1,111 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. 57D95 SOURCE OF TITLE: D.R. BOOK 278 PAGE 554 - INST. NO. 57096 SOURCE OF TITLE: D.R. BOOK 278 PAST NO 57097 SOURCE OF. TIRE: D.R. BOOK 276, PACE 555 - INST. NO. 57098_ SOURCE OF TITLE: D.R. BOOK 282 PAGE 177 - INST. N0. 57099 SOURCE OF TITLE: O.R. BOOK 604, PAGE 75 CERTIFICATE OF RECORDING 1R_op\llC R .r THE DOC!te`SH*. Nl•snR _-�.__,-_ - _. Ht`_0 F 19_- N PLAT ecCm F j �E::-;,--_- PAGE _ 1. DISTANCES ARE SHOWN IN FEET AND INCHES AND DECIMAL PORTIONS THEREOF. (yGNED) __ 2. BEARINGS AND COORDINATE SYSTEM IS BASED UPON PADS MONUMENTATON. - 3. IN ACCORDANCE WITH FLOOD INSURANCE RATE MAP - COMMUNITY PANEL NUMBER (NAME) CLERK O5I'81 0011E - REVISED NOVEMBER 3, 1993, THIS TRACT OF LAND IS NOT LOCATED W11f7IN THE 100 YEAR FLOOD PLAIN. CERTIFICATE OF ENGINEERING ACCURACY 4. THIS PROPERTY HAS RECENTLY BEEN RE -ZONED FROM R-4 - TWO FAMILY DISTRICT `ICERTIFY THAT TO PRD - PLANNED RESIDENTIAL DISTRICT. R,&Y 'TLC: fM THIS PLAT CORRECTLY REPRESENTS A PLAT MADE BY ME, 5, EASEMENTS SHOWN WITHIN MAp$ON HEIGHTS SUBDIVISION BOUNDARY OUTSIDE THE AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE RULES AND REGULATIONS HAVE BEEN PHASE I UNITS ARE ALSO DEDICATED AND PLATTED AS A PART OF THIS PLAT DOCUMENT. ROCK SUBDIVISION COMPLIED VAIN SIGN DATE TION NAME REGISTE§E ` ENGINEER NO.- i ARI(ANSASAS a F P A L k��C � ¢ CERTIFICATE. OF SURVEYING ACCURACY ,. S Y THAT { CJ EREer CERBOUNDARY A BOUNDARY SURVEY _D 1 THIS P CORRECTLY TS _-- - �� riliE APPRG'';".:•. - '"" MADE OR VERIFIED SY ME, ALL MONUMENTS REQUIRED - ACTUALLY ExIST AND ARE CORRECTLY SHOWN HEREON AND N S-`:':E[•eT ,I'a it;i'.';'.`�------___.___ ---•-; THAT ALL SURVEYING REOREMENTS OF THE LITTLE ROCK 42 SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED „S.FN:Eitii! RE f JfhGl _L=�----.._...-.-...,-..-� YAni__'sLLt'%LUI_- L - °� 1; TE. DATE OF EXECUTION NAME. REGISTERED, PROFESSIONAL LAND SURVEYOR NO. ___n1_L _ -. ARKANSAS jr- to GRAPHIC SCALE CERTIFICATE OF FINAL APPROVAL RULES AND PURSUANT TO THE LITTLE ROCK SUBDIVISION REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL 60 _ 0 30 60 -120 240 HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS (SIGNED) / IN FEET \ DATE OF EXECUTION L.R. PLANNING i COMMISSION 1 loch - 60 fl REFER NCE POINT DISC I PAVEM NT N t47224,8555 0o E 1213489.6575 '304.82 END FENCE MONROE ST. 50' R.O.W. 3 O K N N I o oN F ND W NO2 2 _J 14 PIN 5° 40 1 ANN� # 11'( �I1,15NAlI Y��' S N N t .2342 �6FOVND _'� FOUND' z = 3 N = FOUND E 1 133Eg�gp Ol IRON PIN %i �i �% IRON PIN C3 G IRON PIN �O VI tJl V 1� c~o E N 147$72.0414 F 1 0 NO2.23'04"E ?t?FOU 0'� N 148302.2073 N RE N 14787L�7161 1-N FOUND a0 E 1213326.444� W E 121-317.3598 (BK.a P t92) IRON Q\ MOONNPIN E 1213345,367 O ® I O N 1485g9.7934 1'' QD N\0IRON PIN N 148367.3 Z ® ® Q 0 O O Q E 12133}9.1152 P�I. N 14OM9.91, E 1213372.25�0 . TIN at c 19ti "11=m 0''vt I 0 v ` \ O Z IUND CON& )NUMENT 147221, 7014 1213290-8488 n �i a Ito se �6G � •• Bea •�......• �' ••. ° CA DATS: DESIGNED BY: DRA'4N BY: CHEI;KED BY: ~F I it/10/97 JRL REV. EASE. S. OF 14TH, ADDED EASE. NE COR. PAR. 1, REV. EASE, PAR. 3 DATE BY DESCRIPTION REVISIONS FINPLAT.DWG DATE SHT REFERENCE FINAL PLAT MADISON HEIGHTS SUBDIVISION - PHASE 1 The Housing Authority of the City of Little Rock FENNELL / PURIFOY ARCHITECTS I `II"' � 5LII J, IVVI ACADENGINEERING INC VIEW: PLOTFINPLT VIEW. PLOT 2S • PLANNERS • SURVEYORS PHOTOGRAMMETRISTS 201 Markham Center Drive PROJECT p: 9607036 P. 0. Box 25937 • Little Rock, Arkansas 72221 (501) 227-7117 Fax: (501) 227-5755 SHEET: 1 of