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HomeMy WebLinkAboutS-1073-D Map 54 I 1 1 I 1 1 1 I 1 I I 1 I 1 I1 1 11 I �1 1 1 1� 1 I I y 1 1 I 1 1 I 1 1 I I I O �1 I 1 x 1 E 1175946.5 F"+vN 1 1 50' — 60 fI N80'03'4S' E 10.00, CDN29.35'42" E LC44.47' R220.00' CDN52'49'O7"E LC 107.53, N 156163 89 R217.00' E 1175956.42 _10' ADDITIONAL R/W DEDICATION CDN72'D3'1D"E LC59.63' R 214.00' rn � N u? � rn 10' ` N 156094.43 CDS54-26'23"E E IT75969.47 LC81.32' / R58.00' 7- 1 �I 1 N 15593205 E 11759877 50 PROPOSED PAGIS MARKER\ N 156466.23 E 1176342 89 f\ rV w M M ti Z PROPOSED PAGIS MARKER �v N 11 43 E 1176276L12.9.90 � MT c� 30' 30. N 156132 76 / E 1176190.94 I 176 78 / N8� 3 143E E 1176105.27 i N 160)440 N 1 1fi047 14 E 1176048-54 i 36 �N 155984,39 E 1176059.92 N 155y81.78 V?604�, r;4 58� 53 43 W r1 155931,73 E 1175994.96 N8731'22"W 7.20' CD545'01.00" W LC70.80' R58.00' N 156147.22 E 1176267.80 \CDS51*55'42"W LC264.06' R280.00' Lot 8 Arkansas Systems Office Park Legal Description Part of the SWI/4 SE1/4, Section 36, T-2 N, R-14-W, Pulaski Cc Arkansas, commencing at the center of said Section 36; thence S8759'01"E along the north line of the NW4. SEI/4, 1343.21 ft to the northeast corner of said NW1/4 SE1 4; thence S01'34'34"W along the east line of the W1/2, SEI/4, a distance of 1840.24 ft., thence N87'17'20"W, 352.45 ft. to the point of beginning; thence N8T17'20"W 195.08 ft, thence N76709'1VW, 17448 ft.; thence S23'47'41"W 13230 ft; thence southwesterly along the arc of a 280.00 ft. radius curve to the right a chord bearing and distance of S51'55411"W, 264.06 ft, thence S8(7U3'43"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 N0956'17"W along said east right- of-way line, 238.70 ft.; thence N80'03'43"E, 10.00 ft.; thence S09'56'17"E, 75.59 ft.; thence southeasterly along the arc of a 58.00 Itradius 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 of a 214.00 ft. radius curve to the left a chord bearing and distance of N7Z03'in F, 59.6.3 ft., thence northeasterly along the arc of a 217.00 ft radius curve to the leftea'r6Merd beating and distance of N524907"E, 10753 IF; thence northeasterly along the arc of a 220.00 ft. radius curve to the left a chord bearing and distance of NL935'42"E, 44.47 It. thence N23'47'41"E, 322.18 ft.; thence 566'12'19"E. 60.00 ft, thence S87'21'30"E, 297.71 ft., thence 5073830"W. 211.24 ft to the point of beginning containing 111.30.3 sat ft. or 2.5552 acres more or less. S66'12'19"E 60.00' e%• - y fi E 1176397]9 S8 T21'30"E 297.7 t' �-10' EASEMENT- 146 8' 60' 4K,Vt � N 156442.02 N 156428.30 E 117669518 v CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER - I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO SURVEY MADE OR VERIFIED BY ME. ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, - MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBr ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL. 1. r�-'✓�•'f6{'�vI' SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT. ROCK SUBDIVISION RULES AND REGULATIONS _ -y 7 / - � 6� HAVE BEEN COMPLIED WITH. ! �1.cty 'I >•,✓?i_ /7 r DATE OF EXECUTION ARKANSAS ViSTEMS LAND CO.. r _L., `� 7. `-% �'' �L DATE OF EXECUTION PAUL MWHITE r° ac.rbl -/'-�-'v,-✓' REGISTERED LAND SURVEYOR DATE OF EXECUTION ARKANSAS STEMS BUII VANG CO , LLC NO. 1281, ARKANSAS i DATE OF EXECUTION CHENAL TE NOLOCY CF. TTx LLC .fSI D R PAGE -- CENTER SECTION 36 T-2-N, R-14-W PULASKI COUNTY. ARKANSAS v/7 00 JL I 3 F- Z � + I W M � O IO 213"N�"_4, 15' AM 76 .28 68118170g. N t E 1717'20" W-- — — 195.08' N 156226,52 E 117649059 46 �J - N 156217 28 E 1176685.44 N8717'20"W 392 45' INSTRUMENT NO. CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL I. ` OTHY E DATERS, HEREBt CERTIl PURSJANT TO THE LITTLE ROCK SL'BDIVI�:CN THA�' PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE PLAN MADE BY ME, ANC THAT THE CONDITIONS OF APPROVAL HAVING BEEN ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREB'r ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBT HAVE BEEN COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF SAID -- _ RULES AND EGUL.ATIONS.' DATE OF EXECUTION TIMOTHY E DATERS� j PC Rtr;ISTERED PROFESSIONAL DATE OF EXECUTIONLITCM' PLANNING ENGINEER NO 5033, ARKANSAS COMMISSION RT I- TE F j�CQR I�NL THIS DOCUMENT, NUp1BER ___v_._.FILED FOR RECORD�1 ' 19 IN PLAT BOOK 8T59'O1"E 1343 21' PAGE GENERAL NUTEti_ 1. 1/ 2" IRON P'INI� WERE SET AT 41 I. LOT CORNERS 2. ALL EASEMENTS SHOWN - - _ - ARE TO BE USED FOR OHAWAGE AND/ON U111-FIL'S. v 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 CURV, S ARE v CHORD DISTANCES. �- 5. ERROR OF CLOSURE- 1 119,000 PLATOF l71 (i I P K ' I� � ', S T F AI S i F F I CRd K AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS © w7=9-0A71°IFRO cg- A1349(0)CO71A1TE199 ITHO CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 VICTORi STREET LITTLE ROCK, ARKANSAS 72201 Job N, 9',' UUrik