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HomeMy WebLinkAboutS-1073-D Map 21 1 1 1 1 1 1 1 1 1 1 l 1 1 I 1 1 1 I I I 1 � I^ Ix I �o I 1 i•--t I vz 1`156167.1 E 1175946. 1 — 50' 11 60' NB0'03' 43" E 10.00, N 156168 39 E 1175956.42 __10' ADDITIONAL R/W DEDICATION 50 0 50 PROPOSED CDN29'35'42"E PAGIS MARKER LC44.47' R220.00' \ N 156171 43 iE 1176212.90 CDN52'49'07"E LC 107.53' R217.00' CDN72'03'10'E U LC59.63' R214.00' rn n 10' ` N 156094.43 CDS54'26'23"E E 1175969.47 LC81.32' R58.00' 30' / 30' /78 / 17610/ NSU13143,E E 1176105.27 i - -.,;4" 4 N 5- 04g 40 E aC E 1176035.62 1 - 4 36' � �\ N 155984.39 \ E 1176059.92 N 155981.78 E 1176045.04 N 155931.73 E 1175994,96 N8731'22"W 7.20' 43" W CDS45'01'00"W LC70.80' R58.00' 15U Lot 8 Arkansas Systems Office Park Legal Description Part of the SW1/4 SE1/4, Section 36, T-2-N, R-14-W, Pulaski Cc Arkansas, commencing at the center of said Section 36; thence S87*59'01"E along the north line of the NW1 4, SE1/4, 1343.21 ft. to the northeast corner of said NW1/4 SE1/4; thence SU1'34'34"W along the east line of the W1/2, SE1/4, a distance Of 1840.24 ft.; thence N87'17'20"W, 352.45 ft. to the point of beginning; thence N8T17'2U'W, 195.08 ft,; thence N7609'13"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 distance of S51'55'42"W, 264.06 ft., thence S80'03'43"W, 15.11 ft.; thence southwesterly along the arc of a 58.00 ft. radius curve to the left a chord bearing and distance of S45'01'00"W, 70.80 ft., thence N87*31'22"W, 7.20 ft. to a point on the east right-of-way line of Chenal Parkway; thence N09'S6'17"W along said east right- of-way line, 238.70 ft.; thence N8903'43"E, 10.00 N.; thence S09'56'17"E, 75.59 ft.; thence southeasterly along the arc of a 58,00 ftradius curve to the left a chord bearing and distance of S54'26'23"E 81 32 ft. thence N80.03'43"E, 13.11 ft., thence northeasterly along the arc c,f a 214.00 ftradius curve to the left a chord bearing and distance of N7_ 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, 107,53 ft.; thence northeasterly along the arc of a 22000 ft_ radius curve to - the left a chord bearing and distance of N2935'4Z'E, 44.47 ft., thence N2347'41"E. 322.18 ft; thence S6612'19"E, 60.00 ft; thence S87*21'30"F, 29771 ft.; thence 5,02'38'30"W, 211,24 ft to the point of beginning containing 111,303 sq. ft. or 2,5552 acres more or less. PROPOSED S66' 12' 19" E q PAGIS MARKER .� 60.00' N 156466.23 / E 1 1 76342.89 N 156147 22 E 1176267.80 C DS51' 55' 42" W LC264.06' R280.00' N 156442.02 E 1176397.79 S87'21'30'E 297.71' 60' _ 10' EASE 146-8' - MEtJT \75,\ 1()ti� , o T (5 m l N76.Og'I I3„W 17q 4g, 5' EASEMENT — — — N 156268.28 E 1176321.118 N87'17'20"W 195.08, N 156226.52 E 1176490 59 4* l�.✓/J ��n//y�/' �I .r CENTER SECTION 36 T-2-N, R-14-W PULASKI COUNTY, ARKANSAS N 156428 30 E 117669518 1 \ a fNr J i N o u 00 �w (n h, O Ito O N 15621728 E 1176685.44 P.O.B. N8717.20" W 352 45' 1.E CERTIFICATE OF SURVEYING ACCURACY 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. DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATf�F 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. 5 - 1 --9 7�` DATE OF EXECUTION ARKANSAS 9YSTEMS LgND CO., LLC DATE OF EXECUTION ARKANSAS 86STEMS BUIL©1NG CO., LLC DATE OF EXECUTION CHENAL TEGH`NOLOGY C TE& LLC D.R. -- PAGE INSTRUMENT N0. CERTIFICATE OF FINAL APPROVAL I, TlmoptL PURSUANT TO THE LITTLE ROCK SUBDIVISION TRT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN ENGINEERING REQUIREMENIS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY POCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBt HAVE BEEN COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF SAID RULES AND EGULATIONIS DATE OF EXECUTION TIMOTHY E. DATERS` — �- REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE .00K PLANNING ENGINEER N0. 5033, ARKANSAS COMMISSION E T I' T C RDIN THIS DOCI3MF T,,_, N BER FILED FOR RECORD -`"-19 IN PLAT BOOK. 43 2 P PAGE Ai' 1 Y ...n .Mk tr GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALl_ LOT CORNERS 2. ALL EASEMENTS SHOWN = _ _ = ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. v �! 3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION m OF LOT LINES AND NOT POINTS ON A CURVE. 3 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. M 5. ERROR OF CLOSURE. 1:119,000 fi o y, PLAT OF LOT Ci AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS A1n/ BY: © VVLCZI.L 11 LL"e�111/� Ll 1L•dl(U6Sr til4yd]�®t4..+ll �fl 11 LCoIJ�y 111V �.o 14CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORi' STREET LITTLE ROCK, ARKANSAS 72201 Job No. 97-0088