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HomeMy WebLinkAboutS-1073-D Map 1CERTIFICATE OF SURVEYIN_�LACCURACY CERTIFICATE OF OWNER K 1 1 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 I O 1 r 1 I 1 CxT\` I N 156167.46 E � 1 17594 175946.57 1 50' N89O3'43" E i0.00 N 156 6889 E 1174956.42 _10' ADDITIONAL R/W DEDICATION 5il 0 50 150 rL, PROPOSED PAGIS MARKER N 156466.23 E 1176342.891�, rV r o- v ti PROPOSED CDN29'35'42"E PAGIS MARKER LC44.47' R220.00' .� N 11.43 (E 1176212 .90 ^ ^� b CDN52'49'07"E v LC 107.53' ti R217.00'� \ 30' \ / CDN72'03'107E 30 LC59. 63' N 156132 76 �� R214 00' E 1176190.94 CPO m 10' -- N 156094.43 CDS54'26'25'E E 1175969.47 LC81.32' Y R58.O0' i 5 1 N 1 E 1175981 1 1 1 N 156147-22 E 1176267.80 1 E 156067,78 / NSOiQ3143 E 117610176105.27 N 156049 40 N 15604714 E 1176048.54 E 1176035.62 36' N 155984.39 \\�CDS51'55'42"W E 1176059.92 LC264.06' N 155981.78 E 1176045 04 580 153 43' W N 155931.73 E 1175994.96 \�_ N87'31'22"W 7.20' CDS45'01'00" W LC7O.8O' R58.O0' Lot 8 Arkansas Systems Office Park Legal Description Part of the SW1/4 SE7/4, Section 36, T-2-N, R-14-W, Pulaski C< Arkansas, commencing at the center of said Section 36: thence SST59'01'E along the north line of the NW�4, SE1/4, 1343.21 ft. to the northeast corner of said NW1/4 SET 4; thence SO1'34'34"W olong the east line of the W1/2, SE7/4, a distance of 1840.24 ft., thence NST17'20"W, 352.45 ft. to the point of beginning; thence N87'17'20"W, 195.08 ft.; thence N76'09'13"W; 174.48 ft.; thence S23'47'41"W, 132.30 ft.; thence southwesterly along the arc of a 280.00 ft. radius curve to the right a chord bearing and distanu of S51'55'42"W, 264.06 ft., thence S8903'43"W, 15.11 ft ; thence southwesterly along the arc of a 58.00 ft. radius curve to the left a chord beoring and distance of 545'01'00"W, 10.80 ft., thence N87*31'22"W, 7.20 ft. to a point on the east right -Of -way line of Chenal Parkway; thence N0956'17"W along said east right- of-way line, 238.70 ft.; thence N80'03'43"F, 1000 it.; thence S09-56'17"E, 75.59 ft.; thence southeasterly along the arc of a 58.00 ft. radius curve to the left a chord bearing and distance of S54'26'23"E. 81.32 ft. thence N8903'43"E, 13.11 ft.; thence northeasterly along the arc of a 214.00 R. radius curve to the left a chord bearing and distance of N72'03'10"E, 59,63 ft,; thence northeasterly along the arc of a 217,00 ft radius curve to the left a chord bearing and distance of N52'49'07"E, 10753 tt; thence northeasterly along the arc of a 220.00 ft, radius curve to the left o chord beoring and dislonce !,f 1429'35'42"E, 44.47 ft.; thence N2347'41"E. 322.18 ft.; thence 566*12'19"E, 6000 ft.. thence S8T2l'30"E, 297.71 ft, thence SOZ38'30"W, 211.24 ft. to the point of beginning containing 111,303 sq, ft. or 2.5552 acres more or less. S66' 12'19" E 60.00'+ N 156442.02 E 1176397.79 S87'21'30"E 297.71' 10' EASEMENT 146.8 U r / C/ N76.O9 T 3„W 174. N 156268.28 -15 EAEMENI -� E 176321.18 N8717'20"W 195.08' N 156226,52 E 1176490.59 rl f CENTER SECTION 36 T-2-N, R-14-W PULASKI COUNTY, ARKANSAS N 156428.30 E 1176695A8 1 i CJ 3 I~ z o w (w 00 � N r5 1 --- N 156217.28 E 1176685.44 .o Ne. N8717'2O"W 352 45' I, PAUL M. WHITE, 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. r DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY 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. DATE OF EXECUTION ARKANSAS VISTEMS L�ND CO., LLC DATE OF EXECUTION ARKANSAS 'STEMS BUILDING CO., LLC 7 DATE OF EXECUTION CHENAL T�OGY C TF& LLC D.R PAGE INSTRUMENT NO. CERTIFICATE OF FINAL APPROVAL 1, TIMOTHY E DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY POCK SUBDIVISION RULES AND REGULATIONS ACCEPTED- THIS CERTIFICATE IS HEREBY HAVE BEEN COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS sir _..... )}�-+� . ,{ ... T ...._ ----- I Z DATE OF EXECUTION TIMOTHY E.c DATERS�y f -- ___--�� TI REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE OCK PLANNING ENGINEER N0. 5033, ARKANSAS COMMISSION C RT TE F jjCR IN THIS DOCUMENT, N1 BER .--,—.FILED FO RECORD_,-�'�19 IN PLAT BOOK S8759'01"E 1343 2 V PAGE ! I A A S PLAT OF LOT 8 K 5 � ��-1 1 Wi. A� GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALI.. LOT CORNERS 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 G CURVES ARE CHORD DISTANCES. 5, ERROR OF CLOSURE: 1:119,000 FF [ CE PA. - 71 K AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS © NW7=_'DA1 TZL7 * A34271(0)CCIA FIITZ ZHO Qi CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 Job No 97-0088