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HomeMy WebLinkAboutS-1146-A Map 6IDISC IN PP h W W IY to 3 _ O H � 7.4 Pt/ � b REFERENCE POII ® "+" IN CONCRETE o 0 0 ,� o o © C3UN,1 5 NINTH A oON o 0 Q 0 0 N o 1AS45&7733,- - O 0 Q MOCK -1 (5 °� o o 1214524.6604 (BK.4 PG.180) 00 !, E-al 327,94 0 o z E N � it I I ARCEL 01K S02.23' "W z t' 4z66 1289.44 z DEED 129 .)') I z 705.00' / 584.44' 15' UTILITY a DRAINAGE EASENNET - OU• UTILITY i POINT OF BEGINNING DRAINAGE EASEMENT OVERALL -PHASE 1 & 1 140.64' I PARCEL /1A - - - 'kr------------------------ ��------------- W N 'b Y PGA �- �\ 8 I I OU ENCE ?Os Si�4 Z��yQSQ \ t+ I�LIJ 18 E 1214400 'X OR. `�38" 45. n . 90,05'00 \ 00'\ I ^ Q 1 a 00 REFERENCE P01 R 38.00' R 75.1V \ I a I L - 117.92' % DISC IN PAVEMEN � . 32411' Nv \ 2I;U_ 17' I N 148465.0910 \ 20' SETBA2 �'? 1 v I :0 �I 1^12f44@64401.5400 /11PtI 427 - - - - - - - - n I I - E t / Pt/ 4266 5 UTILITY EASEMENT - - z \-�^ 65.58' ^ F I ELEV.-328.21 �= / ti-----�� ------ ao22b4s'�----------b22.38'---- y ,t ZFIZ'_ �I ^ r 7 / "' JEFFERSON STREET N 147804.7906 Pt/ 427a z o l o Q- 228'51'38" E 1214337.3532 n J N 147759.831 N0a7519-- Iiut_N R - , _ _ SOr25'49'W E 1214321.8349 E 1214319.9242 f0' UTILITY EASEMENT T 110.00 45.00' POINT OF BEGINNING - I r a1 a - - n 65' 0 502'25'419"W o 366.00 P.O.B. I - - - - - - - - - i _ . 151.79' 66 3$ NO2.25'49E 394.8t' I I Pt/ 4260 PARCEL / RARC58 /5 - EA EM NT - - - Pt/ 4261 µ NO2"2 49"E Pt/ 4258 If ' UTILITY EASEMENT � I N1214U189 \ 00--------------- - - - - - - - - - - - - \ 1 1 \ Pt/ 4262 \ / ^+ -_ - 'S02'2'.3A49'� - - - - �8:�4 - - � -\ �'•- - - 3t8.39 �- �' \ p . ISV9'37 1 - 5' SETBACK I Pl/ 42 / 4254 5' U Tv EASEMENT _ _ l 4 50 // 1 I - 90'00'OL Z20' SETBACK - ! t/ 425 1 14. `Am o\ !' A- 32'Or14' \ Ste?\7iJ. L . 43.66' A - 89•S9'39" I R . 20.Q.`0• ^ A - 89"59'5411 - ' I I R 20.00' m R a0 T - 2O.w R > R - 20.00' I 90 00 00� �\ r. R _ 5' I $I T - 20,00' I a I L - 31.42' T - 20.00' 0.00' \ \ L = s7.2r \, L- 31.42' n l N877 11"W L 31.42' I I T 0.00' L \ _ I .42' z 1 71 - --NO2'25.49'E _ _ 157.92' ICI10' UTILITY EASEMENT�,sa•--,'F!.93"----, ?'?,*o. ,<I I 8 I I�i.oe• '�j 66.5w -� .�-to. 8 F <I 11 1 1 1 I I \f500 = 20.00 I I I I STATE PLANE COORDINATES lc I I qTp�'�- POINT NORTHING EASTING DESCRIPTION 1'IIwi RI�I4200 121365t.O42 �t 1a8169.3301 SETPNTN CONCRETE 4201 1213651.9131 148174.5256 SETPNT •P m^I � I WI• 4202 1213654, 0331 148224.4807 SETPNT r I r H' I I 1�31 I 11 zl I • �I IOU I•- I 1< 0 4204 1213657.1548 147928.62321 SETPNT N022r45'E 11.7 J I L ALSO• - J LSETPNT " 5 0 w1 I= W I W 1 4205 1213667.6907 148168.8516 SETPNT �H6 ^I z '� W W VQ ; 4206 1213670.31% 148228.7940 SETPNT I f0' U11lUTY E T 10' UMITY EASEMENT < n W LS_Ulll. FLASE_z 1 '23'Vi7'E 1' - , W" r' 61.50' I- 1I Iw a I F I 4207 1213681 .6370 148486.8417 SETPNT SETPNT E 1214100 1 - y00 I I W.^ 8 y •�� F 1z - : 'v ; I I 4210 121375I .4594 147671 .960E SETPNT Z F1" - - - 3� H• i I I I 4i� I _ _ r1 0 0 4211 1213761.9083 147802.6603 SETPNT rF I Nn <� I S*, 3 j I F n�.ti I ^ I 4212 1213764. 0651 147853. 4838 SETPNT fllk'i 4213 1213767.0554 147923.9475 SETPNT I�•Zit I 4214 12I3790.5140 147723.9192 SETPNT 121410C�aM = '�{ i•FJSo ^ ^I I ; I x I I,O• 4215 1213799.3758 147633.8489 SETPNT < 4216 1213823.3472 147850.9680 SETPNT 1 W o `18_6 z I 11 3 a 1 I `� 4219 1213836.7455 148166.6817 SETPNT a70.1020 SETPNT j 7i 4220 1213838.8655 148216.6367 SETPNT I, n1 I 1 1� 'I � 1 3 SETPNT Do N p 9'E I I I It N � S• 00� F'MFNI 4225 121 55.8795 14884'+• 8597 SETPNT / Pt/ + ,I I •II I NO2-25-49-E I n 1 4226 l213859.6955 148235.7708 SETPNTI ^I I 20.3d' I I z CO J e`N�\ J� 758' 4227 1213868.4860 14844£ 9079 SETPNT Q L_�� n_ --U z O / b'/ \ Y7•' 4228 1213885.6251 147570.8485 SETPNT I CNJ /,,, 66.57' R ?t/ 4 407.1. '2 4W I1W4N' Pt/ 4246 4229 1213914.0356 I4778N.3947 SETPNT W ". I •np I I y ^ y, I �+ 4230 1213924.1052 I4786P.7I00 SETPNT z1 I I 00;V 7 I,„o y'V�\�\ 4231 1213925.3737 14762.1.5367 SETPNT yd I I NBr34'12"W I I L-61_50_ /A• °j °s*\?9. `� 38.65' J L25.40' D° \ N\ �ba• 4233 1213930.8710 14779E•.3599 SETPNT I L_ - - - AIII• - - - - J y`1,T J1F �4 V '� \ S 4 " 4234 1213935.8075 148140.4597 SETPNT L NO2'25'48'E-1//\�-t0' UTWTY EASEMENT 10' UTILITY EASENF:NTJ= �NO2'25_48"E 1'�./ N�?7\ 009ly 4235 1213939.6235 14823Z.3787 SETPNT I n G 9O'OB'420 4�.SOT 2� K& 1- - SETPNT 91.63' I -I r NO2'2:48'E 67.99• Q . 9O441.97' � i 30 25'48 9R60?l�F Bj \ Pt 4 4836 1213943.2392 148439.3277 SETPNT I M p I R . 25.00' - 9000'00'I 90 OY00" �. F\ W / 243 ro jpI�p I 4241 1213958.7576 148211.5497 SETPNT 1/1 T - 25.06' R - 20.00' In R - 20.01)' R - 20.00. o hl M 5&3VOO• \ • \ 4241 12t3958.7576 I48211.5487 SETPNT I - ^1 I T . T - 20.00' I I v 4243 1213961. 0624 147594.5141 SETPNT L 39.33' „ i. 20.00' 20.00' x c R- 20.00' ry a\?+J. 1 t/ It u 20' SETBACK L NI 31.42• .{ L 31.42' L - 31.42' TM,yJ 4243 1213974.5068 I48463. 2425 SETPNT 1 - _ _ _20• SETBACKS _ I 1 Pl/ 42 i I T - 10.52' �° 11✓✓"" �, p� \ \ 4246 1214006.3521 147654.2957 SETPNT 10' UTILITY EASEMENT / Pt/ 4241 Pf f 4 10' UTILITY EASEMENT �- ! L - 19.37' DES .0 Nl wF 0� \ \) 4247 1214011.2024 147772. 9328 SETPNT - - �.- - - - - - - -r - - - - - - - Pt P F Sj \/ 4248 1214077.I398 148458.9709 SETPNT I / �Q• 0. J 4251 1214277.9331 147831.6762 SETPNT n.71' - � WOMY43"r- - - i• - - - - - NO2 25 4$ E 276.00 \ g0$ cJQ• Pt/ 4231 b/f4250 " Pt/ 4229\4254 SETPNT 4255 1214293 , 4532 148197. 348.919 SETPNT - - N 147822.5985 146189,1152 __ -' -- _-- 1 1 1 1 ? \ 4258 1214294.9466 147760. 8912 SETPNT E 1213897.7575 O G \\ PI 4228 4259 12142W.7631 147850.8101 SETPNT NO2 Ls'a8'E MADISON STREET NO2'25'4a"E N ,TB•TIi,U,\ 2s. i 4260 1214310.4668 148126.5597 SETPNT I o / 4261 1214314.2832 148216.4788 SETPNT --325.54 is - - M6,00, \ A8F MFtiJ \�4C4. 4266 l214367, 0532 148280.6800 SETPNT ul E 1213911.5544 N 147823.4465 �OS \ \ 4267 1214370.1859 148463.5671 SETPNT / 4268 1-14495.3313 147752.3872 SETPNT E 1213882.2332 Qiy 7 \ o 4273 1214381 .2350 148308.7212 SETPNT 1 0" 4274 1214344.9017 147758.7712 SETPNT Pt 4227 Pt/ 4226 Pt 4225 Pt/ 4223 ?,,OJ Sh. , \ \ ,�O �, I = 7. W------- --- 2.4�'3`346"1N ---- 276.00'------- FF'j' \ �, I t/ 4 4 - 10• UTIUTY EASEMENT \I' Pt/ 422�1 t{4219 -;�10' UTUTY EASEMENT _ _ .\ t/ 4216a \ W I p - $61O'S2" 2 TBACK G - 9000'OO" r - 90�'00" - SETBACK p - 9 00'.00" w I I^ \ / y E 1213800 18 A R W R- 20.00' R- 2 .00' <' a R- 25.00' R. 20.00'I r? x W I \ \s; I z I T . 23.39' a T - 20.00' i N8 34'12"W Pt/ 4214 0 \eF a T - 20.00' VI f^ L - 31.42' N8r3a'12•w L - 31 42' I 9.34' N I L - 37.60' L - 31.42' _ N0r25.53E 97_18' /9.34' 5.81, S o N3 2 \ �I E 1213800 rr-- 10' UTIUTY EASEMENT I------------_- NO2'25'53E 20882 �n NO 421 (� InD I I < 1 I - - - - 144-34' - - - I - it 8 ' 87-18r - /0' UTILITY EASEMENT Pt/ az13 '".53' '�. Pt 4x \ \- 6Sp yB , \ I . r - - - . fi10Y'2=147828 O F a o 119.94 r 1I \ / 1 1 X T �77.4oI _ p 13' *32 IS Pt/ 4210 \ (/ I ^� I� - - t-� W I p 1 R -.O()' OF N 147 5 \ \ lr n b c l to 13+/�f Ci I �� 6.4ri I O E 1213763.0052 I I T . 76.7, \ \ A E 1213778.6887 \ LEGEND ._ a r 1� �E`' t ^ ' W _ �p�q pcR�SF I W I I I o `34.35 '32 \ \ y9S \ \ • PLACED SURVEY DISC 1 0 n I I I 4 P f >n d �>y x 6 i Q. SI 3' I I R- 45,00' F \ I I I T-14.01' \ 7 \ N \ O in b►4� I ►ems 13 I FI 31 z I^ MQ7 I L - 27.17• \ \ \ \ O FOUND IRON PIN I 6�0 I WtiA/ J � M �� CFI � I I. �SH�\ \s z Non es •E r / .I h t2 �I 1' n F \ \e� ■ FOUND CONC. MONUMENT I / L o' unuTY eA� /Wry '� 10' UTILITY EASEMENT =I o I z �_� Pt/ 4 OB 4i00 LPt 4205 3�6 yy 1 I I I I I \ JY I Pt/ I I I REFERENCE POINT DISC IN PAVEMEN' N 148502.7364 E 1213498.3310 ELEV.=322.06 E 1213500 DISC COR. IN PP yI I WI �I QI 96.10' Norarol"E gi 66.is ; rS „I ^I I o gN! - - - 1 i0,00 _j FOUND OUND / FOUND [RON PIN IN 7934 P 0DO\PG IRON PIN N 148367 E 12133 9.t15ONP S(.- E 12 339.91E 1213 7; � I�S / - - -No - - - Pt0 4204 I N, 44P•U \ \ e 1 •p- NO2 548 9.141702FI. Nee 61VW nd 1n r1 t 1 \\ N40- 4 �� 01 Z Pj 420; N8163412'w LIMITS OF PHASE 1 NON \\ N 148199.5032 E 1213652.9731 PANT OF BEGINNING I u 13 \ \ \ \ PARCEL /3 I F I �Iz \\ \\ I I \ CORD "y \ \ B/C �C II \ 1 NO2W 4 " \ \ \ M0754'44'E E 1213500 47,06' NO2'26'44"E 394,46' -- �.i9---------�-16.2_46_------------------1I �If�--- 5.9-9�, ---------------------------------------N ----?70 UTILITY EASEMENT --------------382.79'-------,FIr-3399N0/ 2WCC44E N o \\ I I 41 :1 I I I I 43.81' 2a23''4.E \\ ,I I z I I I I I NJe \ � /4`�/ I I ^I I Fp II z151 zlsl g 12.70' I=1 I'sl 8 L-61.03'-� IL-------------�i7.---------------- L°' of I I 1 1 41.13'J L-------------- 344_10-----------215.79'- II FOUND NO2' 1'01"E 430.91 15' UTILITY II DRNNA4E EASEMENT IRON PIN ` W NO2-20'0} *E i %0� �i 6550 88 (DE D 651.3') FOUND N 1N8301.2342 e'S0� M1 W I fl� I li� I IRON PIN E 1 1336V480 0� FOUND / m o FOUND z N ` ` IRON PIN LL 10 IN.IRON PIN APPt fO ChY fX U fU R N /48302.2073 00 V N 147871 161 '� N 147872.0414 /f;J,/V I jam{ E t2t3345,367 y E 12t332 444g E 1213317.3598 Q (BK.4 P. 192) Z ® © 0 0 o O FOUND C /CR;, NE 1/D4, R-12-W --V-7t6l E 121447 O O ODISC IN 18" .OAI JEFFERSON ST. 50' R.O.W. DISC,IN PP \ .O 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, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICILALY DESCRIBED AS FOLLOWS: MONUMENT "; _NEV/4, OVERALL -PHASE 1 PARCEL 3 h7 T-1-N, eZGINNING AT THE SE CORNER, WEST 1/2, NE 1/4, NE 1/4. SECTION 7, BEGINNING AT THE SE CORNER, WEST 1/2, HE 1/4, WE 1/4, SECTION 7, 19 T-I-N, R-12-W, THENCE N 02' 23' 03" E A DISTANCE OF 584.44 FEET T-I-N, R-12-W, THENCE N 02- 23' 03• E A DISTANCE OF 1289.44 FEET 75 TO THE POINT OF BEGINNING; THENCE N 8r 34' 12' W A DISTANCE OF TO A POINT; THENCE N 87' 26' 54' W A DISTANCE OF 543,53 FEET TO 484.57 FEET TO A POINT; THENCE S Or 20' 28' W A DISTANCE OF A POINT; THENCE S Or 30' 41" W A DISTANCE OF 265.30 FEET TO A F 178.74 FEET TO A POINT; THENCE S 3r 08' 49" W A DISTANCE OF POINT; THENCE N 8r 34' 12" W A DISTANCE OF 16.09 FEET TO A POINT; N 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 44.0D FEET TO A POINT; THENCE S 3r 01' 53" W A DISTANCE OF BEGINNING: THENCE S 8r 34' 12' E A DISTANCE OF 185.00 FEET TO ~' 615.00 FEET TO A POINT; THENCE N 5r 59' 50- W A DISTANCE OF THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A (D 168,00 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 K 0.00 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE A CHORD DISTANCE OF 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE LIFT 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; !n N 19. 57' 56" W AND A CHORD DISTANCE OF 83.78 FEET TO THE P.T. THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20,00 FEET CI' SAID CURVE; THENCE N 02' 25' 48" E A DISTANCE OF 121.40 FEET AND A CHORD BEARING OF S 47' 25' 48' W AND A CHORD DISTANCE OF TD A POINT; THENCE N 87' 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 Or 30' at' 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 8r 34' 12" W A DISTANCE OF 1&00 FEET TO A POINT; DISTANCE OF 70.53 FEET TO A POINT; THENCE N 87' NY 50" W A THENCE N Or 2V 48" E A DISTANCE OF 60.00 FEET TO A POINT; THENCE DISTANCE OF 110.00 FEET TO A POINT; THENCE N Or 30' 41' E A S 8r 3a' 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 8r 34' 12• W A DISTANCE OF 16.00 FEET TO A POINT; THENCE N 02' 25' 48' E A S Sr 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 Or 23' OS" W A DISTANCE OF 705.00 FEET TO THE POINT OF BEGINNING 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 PARCEL 4 ([\� 1],.. B,"GINNING AT THE SE CORNER, WEST 1/2. NE t/4, NE 1/4. SECTION 7, BEGINNING AT THE SE CORNER, WEST 1/2, HE 1/4, NE 1/4. SECTION 7, T••1-N, R-72-111. THENCE N 02' 23' 03"E A DISTANCE OF 7289.44 FEET TO 7-1-N, R-12-W, THENCE N Or 23' 03'E A DISTANCE OF 584.44 FEET 714E 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 2U6,12 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO A POINT; THENCE N Or 25' 49' E A DISTANCE OF 90,00 FEET TO THE d THE LEFT HAVING A RADIUS OF 38,00 FEET AND A CHORD BEARING OF POINT OF BEGINNING, SAID POINT ALSO BEING P.C. OF A CURVE; THENCE r 5 68. 00' 00• W AND A CHORD DISTANCE OF 613,20 FEET TO THE P.T. ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET AND A CHORD OF SAID CURVE; THENCE S Or 25' 49' W A DISTANCE OF 66.38 FEET BEARING OF S 4r 25' 49' W AND A CHORD DISTANCE OF 28.28 FEET TO 714E TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING PT. OF SAID CURVE; THENCE N 87' 34' 1r W A DISTANCE OF 335.00 FEET N A RADIUS OF 20.00 FEET AND A CHORD BEARING OF S 4r 25' 49" W AND TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A �vC 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' 1V W AND A CHORD N 87' 34' 12' W A DISTANCE OF 335.00 FEET TO THE P.C. OF A CURVE; DISTANCE OF 28,28 FEET TO THE P.T. OF SAID CURVE; THENCE N 02' 25' 48' E LL 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 AIID A CHORD BEARING OF N 42' 34' IV W AND A CHORD DISTANCE OF 211.28 FMT TO THE P.T. OF SAID CURVE; THENCE N Or 25' 48" E A TO THE RIGHT HAVING A RADIUS OF 20.00 FEET AND A CHORD BEARING OF N 47' 25' 48" E AND A CHORD DISTANCE OF 28.28 FEET TO THE P.T. OF Ix-,rANCE OF 20714 FEET TO THE P.C. OF A CURVE; THENCE ALONG A &IM0 OJPW; THENCE S 87' 34' 12" E A DISTANCE OF 335.00 FEET TO THE 2 ?- CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET AND RAVING A CHORD BEARING OF N 4r 30' 09" E AND A GOURD DISTANCE OF 35.40 FEET TO P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS THE P.T. OF SAID CURVE; THENCE S 8r 3r 00" E A DISTANCE OF OF 20.00 FEET AND A CHORD BEARING OF S 4r 34' 11' E AND A CHORD DISTANCE OF 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE S 02' 25' 49" W 1C2.72 FEET TO A POINT; THENCE N 89' 06' 05' E A DISTANCE OF A DISTANCE OF 276.00 FEET TO THE POINT OF BEGINNING AND CONTAINING 293.08 FEET TO A POINT; THENCE S 87' 28' 54" E A DISTANCE OF 2.713 ACRES OR 118.155 SOARE FEET MORE OR LESS. 1E4.62 FEET TO THE POINT OF BEGINNING AND CONTAINING 2.61 ACRES 01'I 113.740 SQUARE FEET MORE OR LESS, PARCEL 1A PARCEL 5 BLGINNING AT THE SE CORNER, WEST 112. RE 1/4, NE 1/4. SECTION 7, BEGINNING 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 584,44 FEET TO T-1-N, R-12-W, THENCE N Or 23' 03'E A DISTANCE OF 584.44 FEET THEPOINT OF BEGINNING; THENCE N 87' 34' 12" W A DISTANCE OF TO A POINT; THENCE N 8r 34' 1V W A DISTANCE OF 200.56 FEET E POINT 15V).SB FEET TO A POINT; THENCE N 02' 25 49" E A DISTANCE OF 522.34 FEET TO THE P.C. OF A CURVE; TO THE POINT OF BEGINNING; THENCE N 87' 54' lr W A DISTANCE OF 284.00 THENCE ALONG SAID CURVE TO FEET TO A POINT; THENCE S 02' 20' 28" W A DISTANCE OF tt8.74 THE LEFT HAVING A RADIUS OF 3800 FEET AND A CHORD BEARING OF FEET TO A PONT; THENCE S 37' 08. 49- W A DISTANCE OF 75.00 N 1 26 S 38 E AND A CHORD DISTANCE OF 31.43 FEET TO THE P, T. FEET TO A POINT THENCE N SO' 52' 53' E A DISTANCE OF 4600 PAVEMEN OF SAID CURVE; THENCE N 44. 05' 12" E A DISTANCE OF 206.12 FEET FEET TO A POINT; THENCE S 3r 01' 53' W A DISTANCE OF 66.00 TO A POINT; THENCE S 02' 23. 03' W A DISTANCE OF 705.00 FEET TO FEET TO A POINT; THENCE N 52' 59' 50" W A DISTANCE OF 108.00 N 147066.3791 THE POINT OF BEGINNING AND CONTAINING 2.133 ACRES OR 93.140 SQUARE FEET TO A POINT; THENCE N 36' 55. 48" E A DISTANCE OF 190.93 FEET E 121420 .2239 FEET MORE OR LESS, TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING O ELEV.=36 .95 PARCEL 2 A RADIUS OF 20.00 FEET AND A CHORD BEARING OF N 64. 40' 48" E AND A CHORD DISTANCE OF 18.62 FEET TO THE P,T. OF SAID CURVE; THENCE S 87* 34' IV E A DISTANCE OF 345 25 FEET TO TO THE PC OF A CURVE; E) Eel -0 N 0 OVN BEGINNING AT THE SE 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 Or 23' 03-E A DISTANCE OF 1289.44 FEET AND A CHORD BEARING OF S 42' 40' 41" E AND A CHORD DISTANCE OF TO A POINT; THENCE N Sr 28' 54' W A DISTANCE OF 843.53 FEET TO 28.23 FEET TO THE POINT OF BEGINNING AND CONTAINING 0.808 ACRES OR A POINT; THENCE S Or V 41" W A DISTANCE OF 7.01) FEET TO THE 35,159 SQUARE FEET MORE OR LESS, POINT OF BEGINNING; THENCE S 83' 45' "" 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 CERITIFICATE OF OWNER A CHORD DISTANCE OF 34.16 FEET TO THE P.T, OF SAID CURVE; THENCE S Or 25 48• W A DISTANCE OF 207.32 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN ALD CHORD BEARING OF S 47' 25. 48' W AND A CHORD DISTANCE OF AND DESCRIBED HEREIN. DO HEREBY CERTIFY THAT WE HAVE OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY 2E.28LAID DGTA FEET 1 THE P.T. OF SAID CURVE; THENCE N ' 2 34' E W A DISTANCE OF 185.00 FEET 10 A POINT; THENCE N 02' 25'48' E A PLAT AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH WITH DISTANCE OF 5.00 FEET TO A POINT; THENCE S 8r 34.12- E A THIS PLAT. DV;TANCE OF 16,09 FEET TO A POINT; THENCE N 02' 30' 41' E A DI"TANCE OF 258.30 FEET TO THE POINT OF BEGINNING AND CONTAINING SIGNED, 1.111 ACRES OR 48,385 SQUARE FEET MORE OR LESS. _ DATE OF EXECUTION NAME ADDRESS SOURCE OF TITLE: D.R, BOOK 278, PAGE $53 - NST. N0, 57095 SOURCE OF TITLE: D.R. BOOK 278, PAGE 554 - INST. NO 57096 SOURCE OF TITLE: D.R. BOCK 278, PAGE 554 - INST. NO, 57097 SOURCE OF TITLE: D.R. BOOK 278. PACE W5 - INST, NO, 57096 SOURCE OF TITLE: D.R. BOOK 282 PAGE 177 - INST. NO. 57099 SOURCE OF TITLE: D.R. BOOK 604, PAGE 15 CERTIFICATE OF RECORDING / SURVEYORS NOTES THIS DOCUMENT, NUMBER _ FEED FOR RECORD ��.___ _ 19__� NN PLAT FaOK I, DISTANCES ARE SHOWN IN FEET AND INCHES A:ND DECIMAL PORTIONS THEREOF, -PAGE --'---- ----'- 2. BEARINGS AND COORDINATE SYSTEM IS BASED UPON PAGIS MONUIIENTA710N. (SIGNED)- 3. IN ACCORDANCE WITH FLOOD INSURANCE RATE MAP - COMMUNITY PANEL N (NAME) CLERK 050181 0011E - REVISED NOVEMBER 3, 1993, THIS TRACT OF LAND IS NOT LOCATE LOCI W1'•NN THE 100 YEAR FLOOD PLAIN. CERTIFICATE OF ENGINEERING ACCURACY 4. THIS PROPERTY HAS RECENTLY BEEN RE -ZONED FROM R-4 - TWO FAMILY DISTRACT TO PRD - PLANNED RESIDENTIAL DISTRICT. I,_1Z1-ISilHeti'C��N1� +tat QINm CERTIFY THAT 5. EASEMENTS SHOWN WITHIN MADISON HEIGHTS SUBDIVISION BOUNDARY OUTSIDE TH4 THIS PLAT CORRECTLY REPRESENTS A PLAT MADE BY ME, AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE PHASE I UMITS ARE ALSO DEDICATED AND PLATTED AS A PART OF THIS PLAT DOCUMENT. ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH211N_ SIGN COMCAST CABLEVISION DATE E TION NAME, REGISTERE OF ARKANSAS EARRKANSAS"°�`1'`� 4609 CAMP ROBINSON RD, NORTH LITTLE ROCiS�R �� 8.3605 CERTIFICATE. 1OF SURVEYING ACCURACY I.�16lCO VRE�EREer CERITIFY THAT THIS PLAT CORRECTLY RE. A BOUNDARY SURVEY i MADE A O VERIFIED BY ME, ALL MONUMENTS D ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND LL HERE ^ ,•1^�� Y THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SU80MSION RULES AND REGULATIONS HAVE BEEN COMPUEDC� 6gR N17FH.n " N DALE OF EXECUTION NAME, U V PROFESSIONAL a LAND SURVEYOR LAND suRVEvoa ,1•}v�{+ `r ARKANSAS m GRAPHIC SCALE CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND 60 0 30 60 120 REGULATIONS. AND ALL OF THE CONDITIONS OF APPROVAL 240 HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS (SIGNED) ( IN IEEI' ) DATE OF EXECUTION L.R. PLANNING I filch - 60 fL COMMISSION REFERENCE POINT DISC I PAVEMENT N 147224.8555 e� E 1213489.6575 304.82 END ' FENCE MONROE ST. 50' R.O.W. O 3 \o N N I � I_ i \F()UND. CON0f MONUMENT a: 39 N'147221.7014 E 1213290.8488 1f ) 9 3 I �p Y m 11/10/97 JRL I REV. EASE. S. OF 14TH, ADDED EASE. NE COR. PAR. 1, REV. EASE. PAR. 3 DATE BY I DESCRIPTION DATE SHT REFERENCE a>p0041ST jP&" FINAL PLAT SMU OF�fMADISON HEIGHTS SUBDIVISION - PHASE 1 �= The Housing Authority of the City of Little Rock ,''•°NA FENNELL / PURIFOY ARCHITECTS 0".-9VV DATE: SEPT. 5, 1997 DA . "Ita, ,,,, AMI ENGINEERING INC ACAD: FINPI,OT E9GNED BY: KDV ENGINEERS • PLANNERS N SURVEYORS * PHOTOGRAMMETRISTS VIEW. PLOT RAWN BY: JRL 201 Markham Center Drive PROJECT #: 9607036 HF.CKED BY: KDV P. 0. Box 25937 " Little Rock, Arkansas 72221 PFROVED BY. DRV (501) 227-7117 Fax: (501) 227-5755 SHEET: 1 of 1