Loading...
HomeMy WebLinkAboutS-1280-X Map 2Instrument# 2020041743 Page 1 of 1 F:1 = CANIRU BOND THP71 ATFFOR�ESI1 E TA" Loop21 Rg1p Q ci{ VICINITY MAP (NTS) 50 0 50 150 Scale 1 " = 50 ft NW Corner POW OF COMMENCEUM S 89'01'09' E 270,01' QQ S 89"01'09' E 279.84' - SW1/4 NW1/4 - - - - - - - 5'WaterlineEamt� - - 1 if- I I -�--- - - --- -I SECTION 24 pnet J78-42473) - 14'I I l i----- ---- - ------------ I i T-2-N, R-14-W INL�i II I I Cool II 5' Water Line EeImt.J Onac. #76-42a13) �Ct O I I z1 \\ ' 1 Ito 70 1 13W I sip \ S= ! / 0.769 ACRES I N - INSTR. #2018074129 1 i I 1 R50,00' I 8\� +3 CDN I 11.50'57' W 35 1 I vi l-C?7.2�9' I N 150.00, , - - '-'S 88°28'38' E 229.86'- - 3 i ! II �'o? �tD 0ranage Eemil o I M 3 h97 11 I Is I m I sa� i r ry c� / F� � � 0N 69R / 1 iL j I 0.716 ACRES +/- 3;o 1'" E N INSTR. #2018074129 I I r-1i ru I (4 ol� al m I I I I zl 1 g1 InZ I N 88.28'38' W 257,13' N I 8 Oj I I o N l I 68 I I E I I 1 1 -Z i 73 INSTR. #2017037824 ,9 1 1 11 1 INSTR. #2019029173 1 144 1 1 1 I I I��I I ' Private Roadway Easement I Refer to Bill of Assurance I 1 `-1 w l 1 S 88.28'38' E 247.50' OI I,4_1 � I I I I I 1I a'g - I� l I g 6"�/ / ct I> I 1 1 I 74 I I� I-t a 1 I I INSTR. #2019029173 0.710 ACRES +/- I 1 b) -^� �-I---10'pLa n. Sew Eent 10' Water uc,�.t. 4 I-.- 1 I (Irk. 12015069414) (Inst./20150 5) 1 1 1 1 I I II S 88'28`38' E 247.50' 1 2.5' I I 22 I c I� 1� m lal � I I I I I I M 3 W o 6 6 I N i 75 CU N I I I I INSTR. #2019029173 (U 0.710 ACRES +/- I,, °� I II0 I I z I I I I I I ,M I i I I I S 88.28'38' E 247.50' I L TRACT A PLAT BOOK H, PAGE 260 651-0 0.710 ACRES +/- I I I I I I I N 88.28'38' W 247,50' 64 PLAT BOOK H, PAGE 260 63 PLAT BOOK G, PAGE 362 7 N ARKANSAS STATE PLANE COORDINATES NORTH ZONE = 169626.98 E = 1173471.53 2ZN = 169620.4004 E = 1173718.95 7 N = 169245.53 E = 1173708.98 N = 169252.11 E = 1173461.57 ,5) N = 169997.22 E = 1173751.47 6� N = 169992.43 E = 1174031.27 7) N = 169739.98 E = 1174024.36 N = 169746.81 E = 1173767.32 79) N = 169824.03 E = 1173769.38 10) N = 169919,24 E = 1173749.40 LEGAL DESCRIPTION I 76 INSTR. #2016069711 I I I TTA T T "17 "A T T C~ n T TTTn PART OF THE SW1/4 NW1/4 OF SECTION 24, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 68, VALLEY FALLS ESTATES, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE S88'28'38"E ALONG THE SOUTH LINE OF SAID LOT 68, A DISTANCE OF 247.50 FEET TO A POINT ON THE WEST LINE OF A 45 FT. WIDE PRIVATE ROADWAY EASEMENT RECORDED AS SPRING VALLEY LANE; THENCE S01'31'22"W, A DISTANCE OF 375.00 FEET; THENCE N8828'38"W, A DISTANCE OF 247.50 FEET; THENCE N01'31'22"E, A DISTANCE OF 375.00 FEET TO THE POINT OF BEGINNING. U0lr PART OF THE SWi/411 NWI/4 OF SECTION 24, T-2-N, R-14-W, LITRE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF LOT 70, VALLEY FALLS ESTATES, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE S89'01'09"E, A DISTANCE OF 279.84 FEET; THENCE S01'33'14"W, A DISTANCE OF 252.55 FEET; THENCE N88'28'38"W, A DISTANCE OF 257.13 FEET TO A POINT ON THE EAST LINE OF A 45 FT. WIDE PRIVATE ROADWAY EASEMENT RECORDED AS SPRING VALLEY LANE; THENCE N01'31'22"E, ALONG SAID EAST LINE OF ROADWAY EASEMENT, A DISTANCE OF 77.25 FEET; THENCE CONTINUE ALONG SAID EAST LINE OF ROADWAY EASEMENT FOLLOWING THE ARC OF A 50.00 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF N11'50'57"W, 97.29 FEET; THENCE N01'31'22"E, A DISTANCE OF 78.01 FEET TO THE POINT OF BEGINNING. 82 I I I I 81 I I I 80 o m II IL I I 79 77 WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE, SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. & - X*w "4D / DATE OF EXECUTION IC S NAGER VFE PHA E , ILLC PO BOX 23970 LITTLE ROCK, AR 72221 2016-039022 INSTRUMENT NO, OF SURVEYING_ ACCURACY I, DANIEL W. HAVNER, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION DANIEL W. HAVNER REGISTERED LAND SURVEYOR <. Uf AUT NO. 1542, ARKANSAS 'c'c, v ...,..,.. DflG':� `&SASS OC ATES, QZw v I INC. - - A#538 I, JOE D. WHITE, JR., HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REqjjLATIONS HAVE BEEN COMPLIED WITH. G-ZO-2osn Pon F DATE OF EXECUTION JR. RE D PROFESSIONAL EER NO. 7094, ARKANSAS T.,10l99793192) ffi opESSIIONAL ]gee uz 40094 3 PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND 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 SAID RULES AND REGULATIONS. 6 2 � DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING 11II'Iji1I'I1I11'd■ 2020047743 PRESEN1ED:ar.2&ZOTD os6k1. PM RECORDED: 07-29-202010:26:16 AM In Official Records of Terri Hotingsworth CircuiiiCounty Cleric PULASKI CO, AR FEE $15.00 07/2q /Z020 B� 207�?��177g2. GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2 FALL EASEMENTS SHOWN OR DRAINAGEARE TO BE USED AND/OR UTILITIES. 3. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 4. ERROR OF CLOSURE: EXCEEDS 1:20,000 5. PRIVATE ROADWAYS SHOWN ON THE PLAT AS EASEMENTS ARE FOR VEHICULAR AND PEDESTRIAN TRAFFIC AS WELL AS ALL UTILITY PROVIDERS OR ANY OTHER USE AS RECORDED IN THE BILL OF ASSURANCE. NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY, AS SHOWN ON nRM PANEL NO. 05119C 0321 G. JULY 6, 2015. FINAL PLAT OF LOTS 659 669 679 71 & 72 VALLEY FALLS ESTATES AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS BEING PART OF SECTION 24, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS JUNE 2020 WHUI�DATF.A'S & ASSOCIATES, INC. e UAL RCINEERMa. L" PLANING a DEVELOPMENT, SIAtVEYING 24 RA UM CIRCIE UrTIE ROCK. ARKANSIS 72223 Job No. 20-261D