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HomeMy WebLinkAboutS-1073-G Map 1IL . k. C ARKANSAS STATE PLANE COORDINATES N 156442.02 E 1176397.79 N 156466.24 E 1176342.89 N 156171.44 E 1176212.90 N 156132.77 E 1176190.94 N 156067.79 E 1176105.27 N 156049.41 E 1176048.53 N 156047.15 E 1176035.62 N 156094.44 E 1175969.47 N 156168.90 E 1175956.42 N 156167.17 E 1175946.57 N 156599.81 E 1175870.77 N 156669.87 E 1176270.65 N 156590.69 E 117640713 N 156511.54 E 1176362.86 50 0 50 150 Scale 1" '= 50 ft Ne0 405.97 LOT 6 1 •p3'43"`� "_ _ �R220.00' Sg010,00' _ CDS29°35'42" 1 ' LC44.47' to OZ C c:) R217,00' oLfi 1 CDS52°49'07"W LnGLC107,53 j O I R214,00' a £ CDS72003100W LC59.63' R58,00 © CDN54°26' 3'W LC81,3 S80°133' 43° W 13.11 / oll R480.00' CDS29'12'55" LC90.69' a poc at °7 My.,nunp 6") lO Bp0 00,79,w / 6p, / \o 6. a / �s/ 0 / o- LOT 9 LOT 8 PLAT BK. E, PG. 910 6� LI 'QA .5 JI i /76 ARKLA EASEMENT APPROVED EAR S-I DAM PART OF THE W1/2 SE1/4, SECTION 36, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCIRBED AS COMMENCING AT THE NORTHWEST CORNER OF LOT 8, ARKANSAS SYSTEMS OFFICE PARK; THENCE N66'12'19'W, 60.00 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF TECHNOLOGY DRIVE AND THE POINT OF BEGINNING. THENCE S2,747'41`W ALONG SAID WEST RIGHT OF WAY LINE 3y2.18 FT.; THENCE SOUTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE FOLLOWING THE ARC OF A 220,00 FT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF S29'35'42"W, 44.47 FT.; THENCE SOUTHWESTERLY CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, FOLLOWING THE ARC OF A 217.00 FT. RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF S5749'0TW, 107.53 FT; THENCE SOUTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, FOLLOWING THE ARC OF A 214.00 FT. RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF S72'03'10"W, 59.63 FT.; THENCE S80'03'43'W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 13.11 FT; THENCE NORTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, FOLLOWING THE ARC OF A 58.00 FT. RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF N54'26'23"W, 81.32 FT. TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF CHENAL PARKWAY; THENCE ALONG SAID EAST RIGHT-OF-WAY LINE THE FOLLOWING BEARINGS AND DISTANCES: N0956'17'W. 75.59 FT.; S8903'4S'W, 10.00 FT AND N009'56'17'W, 439.23 FT.; THENCE N8903'43E, 405.97 FT.; THENCE S59'52'44"E, 157.79 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE QF SAID TECHNOLOGY DRIVE; THENCE SOUTHWESTERLY ALONG SAID WEST RIGHT-OF-WAY LINE, FOLLOWING THE ARC OF A 480.00 FT. RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S29' 12'55" W, 9069 FT.; THENCE S23'47'41"W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 49.51 FT. TO THE POINT OF BEGINNING CONTAINING 4.89 ACRES MORE OR LESS. (BEARINGS ARE BASED ON ARKANSAS STATE PLANE COORDINATES.) 0 � ruMr 'WAM `w`rooe eM MMhmw see*� 119 Mpg ADDITIONAL EASEMENTS REQUIRED �a ADDITIONAL ASEMENTS ARE REQUIRED AS SHOWN 1� DATE 5 ly%9 CERTIFICATE OF SURVEYING AQCURACY 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 I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH, 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. DATE OF EXECUTION ADDRESS D.R. PAGE INSTRUMENT NO. 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. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION ENGINEER NO. 5033, ARKANSAS CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER RECORD 19 PAGE FILED FOR IN PLAT BOOK LITTLE ROCK PLANNING COMMISSION 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. 3. LOTS WITH R\DNOT ORNERS ARE MEASURED TOF INTERSECTION OF LOT LINES POINTS ON A CURVE. 4. DISTANCES SG CURVES ARE CHORD DISTA5. ERROR OF CLCEEDS 1:50,000 PLA T OF A R, KA X SA S S,1/7- �s IITEIM�5 FICE, PARLK BEING PART OF THE W 1 /2 SE 1 /4 SECTION 36, T-2-N, R-14-W 'T��"; oc PULASKI COUNTY, ARKANSAS M11 1£IP,AL WATER PLANS APPROVED EASF^A ENT AFPROVED EA3'mL IT RFQUIP D DATE BY _ / © VV 1L=9_1{fJL'1111 lP/1i113 m.Y ES1SS®C1LtSl 111Cey.9 INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 PH 501-374-1666 FAX 501-374-1668 s vf'+j oF�-- C OY �r,-o19a