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HomeMy WebLinkAboutS-1149-A Map 660 0 60 Scale V = 60 f t m ARKANSAS STATE PLANE COORDINATES 1 N 159056.32 E 1175042.94 2 N 159284.26 E 1174902.49 3 N 159312,39 E 1174892.05 4 N 159354.93 E 1175049,84 5 N 159402.53 E 1175324,81 6 N 159422.23 E 1175321.40 7 N 159450.66 E 1175485.59 8 N 159432,38 E 1175488.75 9 N 159354.49 E 1175518.23 10 N 159159.13 E 1175638.62 11 N 159153.88 E 1175630.11 12 N 158789.26 E 1175854.80 13 N 158580.43 E 1175515.98 14 N 158945.05 E 1175291.25 15 N 15893979 E 1175282.73 16 N 159131.34 E 1175164.67 CURVE LENGTH DELTA TANGENT RADIUS Cl 95.23 21'49'34' 48,20 250.00' C2 562.34' 180'o0.00' 179.00' C3 95.2V 21'49'18" 41T19' 250.00' �0A © 16663 ,L IsG °0'44"E,N09°N601RA 49/16,W2p00 o A 8 1 R889,92' 010' 44„E 279'0 T C 107,45' CDN74°54'39"E N80 TRAC obi w 0 s_og w�CP LC163,42' o Lme C0N7C.1*1 of I•E m (� o a'93.00'55' RAC1 9, 3 s T'` �2 00� off' Ag s Z 157 .ql I o-h _qo� 1 C!189• AZ \ �� N Q r 169*05,12• 71 }}22 i y. LC50 024 W �It`� ti '0•' 1 .� 29. iz. N ` �1 T \ p 0. V of A � 1g9.p5 tr 90.00'06 Lot 4 / Lot 3 vp 89 59'46 .�, va 16 Cr„ a\ (unrecorded) A, �, L0/ NO iN Ci \ R TEMPORARY CONSTRUCTION EASEMENT A 50 FT. WIDE TEMPORARY CONSTRUCTION EASEMENT LOCATED IN SECTION 36, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: STARTING AT THE CENTER OF SAID SECTION 36; THENCE SD948'59"W ALONG THE EAST LINE OF THE SW1/4, SAID SECTION 36, 1021.60 FT. TO THE CENTERLINE OF CHENAL PARKWAY; THENCE NORTHWESTERLY ALONG SAID CENTERLINE, BEING THE ARC OF A 2864.79 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N22'52'29'W, 873.62 FT: THENCE N31'38'3TW AND CONTINUING ALONG SAID CENTERLINE. 1186.22 FT., THENCE N58'2l'21'E, 325.51 FT., THENCE N31'38'22"W. 267.73 FT. TO THE POINT OF BEGINNING; THENCE N2921'26"W, 30,00 FT TO A POINT ON THE PROPOSED SOUTH RIGHT- OF-WAY LINE OF RAHUNG ROAD; THENCE NORTHEASTERLY ALONG SAID PROPOSED SOUTH RIGHT-OF-WAY LINE, BEING THE ARC OF A 889.92 FT, RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N71'15'11"E, 50.02 FT.; THENCE S2921'26"E, 30.05 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 859.92 FT, RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S71'18'34"W, 50.02 Ff. TO THE POINT OF BEGINNING. R2864.79' CDN22'52128'W LC873.62' Center of Section 36 T-2-N, R-14-W 0 ti CD v� 1 , 1 1 %Q 0 89•5g'46. 9°49'16wE 18.54 R220.00' CDS20°43155'E LC83.28' j s� 50v 1 V+ CP D_ \ \ N� A l� , �v L D is \ 40'00,7� AN \ �f \ \ 4p¢ \ p0 M.�RKER LEGAL DESCRIPTION PART OF SECTION 36, T-2-N, R- 14-W, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: STARTING AT THE CENTER OF SAID SECTION 36; THENCE SOO'48'59"W ALONG THE EAST LINE OF THE SW1/4, SAID SECTION 36, 1021.60 FT. TO THE CENTERLINE OF CHENAL PARKWAY; THENCE NORTHWESTERLY ALONG SAID CENTERLINE, BEING THE ARC OF A 2864.79 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N22'52'28"W, 873.62 FT.; THENCE N31'38'39"W AND CONTINUING ALONG SAID CENTERLINE, 1186.22 FT.; THENCE N5921'21"E, 325.51 FT. TO THE POINT OF BEGINNING; THENCE N31-38'22"W, 267 73 FT.; THENCE N20'21'26"W, 30.00 FT. TO A POINT ON THE PROPOSED SOUTH RIGHT-OF-WAY LINE OF RAHLING ROAD; THENCE EASTERLY ALONG SAID PROPOSED SOUTH RIGHT-OF-WAY LINE, BEING THE ARC OF A 889.92 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N74'54'39"E, 163.42 FT.; THENCE N80'10'44"E AND CONTINUING ALONG SAID PROPOSED SOUTH RIGHT -OF --WAY LINE, 279.06 FT.; THENCE N09'49'167W AND CONTINUING ALONG SAID PROPOSED SOUTH RIGHT-OF-WAY LINE, 20.00 FT., THENCE N80'10'44"E AND CONTINUING ALONG SAID PROPOSED SOUTH RIGHT-OF-WAY LINE, 166.63 FT.; THENCE S09'49'16"E, 18.54 FT,; THENCE SOUTHEASTERLY ALONG THE ARC OF A 220.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S20'43'55"E, 83.28 FT.; THENCE S31'38'33"E, 229.48 FT.; THENCE S58'21'21"W, 10.00 FT.; THENCE S31'38'33"E, 428.30 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 199.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S58'21'12"W, 398.00 ft.; THENCE N31-38'53"W, 428.31 FT.; THENCE S58'21'21"W, 10.00 FT.; THENCE N31'38'53"W, 225.06 FT.; THENCE S592V21"W, 143.00 FT. TO THE POINT OF BEGINNING, CONTAINING 10.1828 ACRES MORE OR LESS. R199.00' CDS58°21'12"W LC398,00' CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER . M•,,,..rrrrr.r.,••aa I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL 1STElp rrr.rrw•. � PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO 01'" Off• STATE OF �.,, 's SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, I ARKANSAS A MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY No.128, ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT. ° ROCK SUBDIVISION RULES AND REGULATIONS Mat��� a At !�4'AL HAVE BEEN COMPLIED WITH. LASS ........ DATE OF EXECUTION DELTIC TIMBER CORPORATION #7 CHENAL CLUB DATE OF EXECUTION PAUL M WHITE LITTLE ROCK, AR 72211 REGISTERED LAND SURVEYOR ADDRESS NO. 1281, ARKANSAS D.R. 621 PAGE 233 __ CERTIFICATE OF ENGINEERING ACCURACY ,/ til' Ilk T 1 0 f I, TIMOTHY E DATERS, HEREBY CERTIFY 0t it�MA� THAT THIS PLAT CORRECTLY REPRESENTS A 1' �j" PLAN MADE BY ME, AND THAT THE t�t�sT�t�t ENGINEERING REQUIREMENTS OF THE LITTLE 1��`il9S101�AL � ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. 4 No.5033 ��' p OV 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. E�� DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION ENGINEER NO. 5033, ARKANSAS CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD , 19 IN PLAT BOOK PAGE LITTLE ROCK PLANNING COMMISSION GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 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. (12) 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: EXCEEDS 1: 50,000 6. TRACTS B AND C TO BE USED AS LANDSCAPED BUFFER AREAS. Pl,-0T OF LOTS 7, 2 and 4 and TRACTS a. _8. �� c The VILLAGE at RAHI.ING ROAD LITTLE ROCK, ARKANSASI BEING PART OF SECTION 36, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS AUGUST, 1998 © Vl>'1CIlIl 1L 1G-Da"i111ILL1lQS & 6Y1M®CIA 111 p INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 Job No. 98-0390 m