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Home My WebLink AboutS-0993-J Map 1Vicinity Map \N�tiRS�P�E � MSa.nE ROAD A J� 1V THIS PLAT, 30 1410. ITO / / � s N_� 6yo6� / / W I � O Z Southwest comer NE1/4 NE1/4 Section 3 I T-1-S, R-13-W I ARKANSAS N STATE PLANE COORDINATES NORTH ZONE 121446.55 E 1196635.39 found MONUMENT 1/2" iron pin w/cop 111 534 N 121701.26 E 1196643.23 found 1 iron pin w cop N 121705.33 E 1196654.57 set 1 iron pin w cop # 1281 N 121545.91 E 1197046.24 set 111t iron pin w cap 1 1281 LSi N 121664.37 E 1197417.46 set 11T iron pm w cap # 1281 (5) N 120905.40 E 1197411.73 found 1/2' iron pin w/cap N 120911.48 E 1196626.10 found 1 2" iron pin w/cap III 534 N 120922.89 E 1196626.31 found bolt LPL N 121725.84 E 119111.79 set 1 iron pin w cap 1281 N 121603.08 E 1197028.00 set 1 iron pin w cap 1281 N 121771.71 E 1197556.52 set 1/ iron_pin_w cap j1 1281 N 121803.13 E 1197572.73 set 1/ iron pin w cop # 1281 N 121902.72 E 1197540.96 set 1 iron pin w aop 1281 [I N 122274.74 E 1197709.00 set 1 iron pin w cap 111 1281 Q N 122320.22 E 1197812.68 set 1 iron pin w cap 1281 [� N 122352.99 E 1197825.60 set 1 2' iron pin w cap 1281 [rj N 122275.07 E 1197859.11 set 1 iron pin w cap 1281 [> N 122219.80 E 1197733.10 set 11T iron pin w cap # 1281 [� N 121920.96 E 1197598.12 set 11T iron pin w cap 111 1281 N 121821.37 E 1197629.89 set 1 iron pin w cap 1281 N 121805.15 E 1197661.31 set 1 iron pin w cap 111 1281 N 121931.32 E 1198056.72 set 11T iron pin w cap 1 881 N 121945 35 E 1198163.45 set 11T von pin w cap 1281 N 121885.36 E 1198161.70 set 1 iron pin w cop 1 881 N 121874.16 E 1198074.96 set 11T iron pin w cap 111 1281 W -A W Avg R270.00' CDS68'46'58" E �\ LC339.20' 00 .` T cO7" R300.00. N R337.51 '� A CD549'59'4e �. UC154.7Y R 0.000' CDS67511110E - - - LC422.86' - - �- - 11 Scale 111 = 100 ft R305.00' CDN2418'31"E LC408.21' z pr R25.00' c'y CDN2718'12"E Tc LC35.36' p,v. '"E N� �5A1� PL'ZI, L ,gE )f � ..3,6,', i F CDN21'3 LC LOT 4 PLAT 8K. F, PG. 196 ® 6, LOT 1 1 �j1 a�, �w 66�8 &0' R245.00' CDS2418'31"W LC327.91' CDS6741'49'E N 415® E R LC35.36' �21a g' TIC & 5��18 \6 , N? 38g 6T I I E ® 15Q ;II Detention Area &I E I N Maintenance EsmL 7X SW34'a4 E I I a' I _ N61/4 NE1/4 Sir1 4 N81 4% I I W y I I C 1 I u I I Up00 �y0 pcc055 f , a7 ,/ R305.00' CDN8730'40" E LC107.65' R245.00' CDS8738'26" W LC87.46' a' LOT 14 a I a0 PART OF THE EAST ONE-HALF (Et/2) OF THE NORTHEAST QUARTER (NE1/4) OF SECTION 3, TOWNSHIP 1 SOUTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS LOT 4 `�1 MORE PARTICULARLY DESCRIBED AS FOLLOWS: I � I I BEGINNING AT A FOUND 1/7 REBAR MARKING THE SOUTHWEST CORNER OF THE in NORTHEAST QUARTER (NE1/4) OF SAID NE1/4 OF SAID SECTION 3; THENCE b N01'45'45"E, 254.83 FEET TO A SET 1/2" REBAR ON THE SOUTHERLY RIGHT- OF-WAY LINE OF INTERSTATE ROUTE 30; THENCE N7916'43"E ALONG SAID I 40.0' I SOUTHERLY RIGHT-OF-WAY LINE, 12.06 FEET TO A SET 1/Y REBAR; THENCE ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 330.00 FEET, A CHORD BEARING AND DISTANCE iOF S6751'11"E, 422.86 FEET TO A SET - i E I I 1/2" REBAR; THENCE N7718'12"E, 389.67 FEET TO A SET 1/2" REBAR e� ; I I THENCE S00'25'5rW, 758.98 FEET TO A SET 1/2' REBAR; THENCE N89-33'23"W, 785.66 FEET TO A FOUND 1/2" REBAR ON THE WEST LINE!RI I I OF SAID E1/2 NE1/4; THENCE NOt'04115"E, 11.41 FEET TO A FOUND BOLT; °G THENCE N00'59'36'E, 523.74 FEET TO THE POINT OF BEGINNING, CONTAINING z i 12.2120 ACRES, 531950.3938 SQ; FT. MORE OR LESS. I 31 L � I I 1o.0' 15' Underground Electric Esmt. L� 24a4so- -_ . P N89'33'2,TW 4 _ ��' -tj 785.66' CERTIFICATE OF SURVEYING AC('LBAQY S,pyP„44,,,,,,• �CyZSTE1;� ''•.,.. I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS s g J„„„"oF•,� PLAT CORRECTLY REPRESENTS A BOUNDARY SnS ` SURVEY MADE OR VERIFIED BY ME, ALL .1281 ° MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL �4SfNATURES SURVEYING REQUIREMENTS OF THE LITTLE ;L M ya ;:+'�• ROCK SUBDIVISION RULES AND REGULATIONS '�"•Q�rALLAI�S. o HAVE BEEN COMPLIED WITH. Z4� DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY itAct, A. -INS 0 11� REGISTEIiE® I, TIMOTHY E. DATERS, HEREBY CERTIFY P 110 F E S S I O N AL THAT THIS PLAT CORRECTLY REPRESENTS A ENGINEER PLAN MADE BY ME, AND THAT THE ,A „ „ „ yy� ENGINEERING REQUIREMENTS OF THE LITTLE / \�'lJ0 No.5033 �� 1" ROCK SUBDIVISION RULES AND EGULATIO $ yy E OQ-S / HAVE BEEN COMPLIED WITH. LOT 1 DATE OF EXECUTION TIMOTHY E. DATERS PLAT 8K. F, PG. 196 REGISTERED PROFESSIONAL ENGINEER NO. 5033,- ARKANSAS P3 3 N: 19 8" 60 Access & Utility Esn L 0PLAT $K. F. PG. i96 ® N S7,y071g, f 11,98 9Z, LOT 16 PLAT BK. G, PG. 85 PAGIB Morker r 2049-0037 TRACT A- 60 FT. ACCESS AND UTILITY EASEMENT PART OF THE W1/2 NW1/4 OF SECTION 2 AND PART OF THE E1/2 NE1/4 OF SECTION 3, T-1-S, R-13-W, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE SOUTHWEST CORNER OF THE NE1/4 NE1/4 OF SAID SECTION 3; THENCE NO1'45'45"E, 254.83 FT. TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF INTERSTATE ROUTE 30; THENCE N70'16'43"E ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, 12.06 FT. TO THE POINT OF BEGINNING; THENCE N70'16'4YE CONTINUING ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, 60.78 FT.; THENCE SOUTHERLY ALONG THE ARC OF A 270.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S6846'58"E, 339.20 FT.; THENCE N72'18'12"E, 554.77 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N2718'12"E, 35.36 FT.; THENCE N1741'48`W, 104.54 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 305.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N24'18'31"E, 408.21 FT.; THENCE N66'18'56"E, 113.22 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N21'31'24'E, 35.23 FT. TO A POINT ON THE WEST LINE OF LOT 1, MABELVALE BUSINESS CENTER, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE S23'16'07"E ALONG SAID WEST LINE, 84.81 FT.; THENCE S6618'56"W, 137.60 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 245.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S2418'31"W, 327.91 FT.; THENCE S1741'48E, 104.54 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S6741'48"E, 35.36 FT.; THENCE N771812"E, 415.05 FT; THENCE NORTHEASTERLY ALONG THE ARC OF A 305.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N82'30'40"E, 107.65 FT. TO THE NORTHWEST CORNER OF LOT 16, SAID MABELVALE BUSINESS CENTER; THENCE S01'40'22"W ALONG THE WEST LINE OF SAID LOT 16, 60.01 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 245.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S8738'26'W, 87.46 FT.; THENCE S7718'12"W, 1079.82 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 330.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N6751'110W, 422.86 FT. TO THE POINT OF BEGINNING, CONTAINING 3.1240 ACRES MORE OR LESS. CERTIFICATE OF OWNER 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. -7a903 _ Z4jZ . DATE OF EXECUTION MABELVALE PLAZA PROPE T( OWNERS ASSOCIATION, LLC by RICHARD 9. ASHLEY MANAGER 2851 LAKEWOOD VILLAGE DR. NORTH LITTLE ROCK, AR 72116 92-60005 INSTRUMENT NO. 92-19441 & 92-60006 Oa? '44-2/- DATE OF EXECUTION 0 E DEPOT A., INC. by Jacob R. Pritcher, Jr. Title: rate Counsel INSTRUMENT N0. 2003067707 CERTIFICATE OF FINAL APPROVAL 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. /At U�_ c DATE OF EXECUTION LITTLE R K PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER zoo3f')79 D7c ,FILED FOR RECORD August 20 L IN PLAT BOOK PAGE CAROLYI, _ f CixoiLQ4dyCletk8 Femor;ir;1' -'-^•; :' GENERAL -NOTES. r c, 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS, " `''.YII UNLESS OTHERWISE LABELED. J = I 2. ALL EASEMENTS SHOWN =_____= ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. .. 3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION " OF LOT LINES AND NOT POINTS ON A CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: EXCEEDS 1: 50,000 6. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. PLAT OF LOT 14 & TRACT A Mabelvale 1--'usiness Center AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS ,BEING PART OF THE NW114 OF SECTION 2 AND PAT F THE NE114 OF' SECTION 3 TI -S, RR13®W, PULASKI COUNTY, ARKANSAS A L IIL JUNE, 2003 SIgnetl BY: < DATE: 1IG� CNL Dr.W RM. Wb HANNNO A DEVa.CG" SURVE" 24 RARING CRCU Um8 ROM ARNAWAS 7=3 Jon No. 03-0340 W