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HomeMy WebLinkAboutS-1149-A Map 160 0 60 m Scale V = 60 f't i 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 159580.43 E 1175515.98 14 N 158945.05 E 1175291.25 15 N 15893%79 E 1175282,73 16 N 159131,34 E 1175164.67 LINGR oA L_ - s s J 63' @ - N09° 0°1p144"E 166 1 A-� 204916'w© N8 C ^+ 8 r � / 06 O 889.92' " N8p°10' 44"E 279' ACT C 107.as'- CDN74°54 39 E O w T 6. _ - -o� �C LC163,42 4 o 0.13' ,- oMOVT 131. \ .? CONT1.11"[ Q d C l R l o+, A 93.00'55' i' 2`�• B1dq e 3 __ �%. T 1 +' MBA 0 J -01 I �� 169.05'12' 1s \ O, 2 1 0 w Gr a �~ A0 1 \✓'O / i O �� 't5` �9 `q0 �� 12' r CA % y / oN oo. \ Lot 2 \ , 69 90.00'06' le Lot 4 \\ Lot, 3 N� \ \(unrecorded 0.5A, A8 \ �.• t 8 5 %\> 16 \�+ Qg 76 89.S94 6" \ 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 S00'48'59"W ALONG THE EAST LINE OF THE SWI/4, SAID SECTION 36. 1021.60 FT. TO THE GFNWRLINE 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 N2752'28"W, 873.62 FT.; THENCE N31'38'3TW AND CONTINUING ALONG SAID CENTERLINE, 1186.22 FT.; THENCE N5921'21"E, 325.51 FT.; THENCE N31'38'22"W, 267.73 FT. TO THE POINT OF BEGINNING; THENCE N2(721'26'W, 30.D0 FT. TO A POINT ON THE PROPOSED SOUTH RIGHT- OF-WAY LINE OF RAHLNG 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 S20'21'26'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 S71'18'3eW, 50.02 FT. TO THE POINT OF BEGINNING. Center of Section 36 T-2-N, R-14-W 09° 49' 16"E 18.54 - R220,00' CDS20°43'55'E LC83.28' ✓° try \ cJ N9 P_ VO- CERTIFICATE OF SURVEYING ACCURACY mSTE I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY STATE OF ti. SURVEY MADE OR VERIFIED BY ME, ALL ARKANSAS MONUMENTS REQUIRED ACTUALLY EXIST AND 77 .1281 pG ARE CORRECTLY SHOWN HEREON AND THAT ALL 7� o SURVEYING REQUIREMENTS OF THE LITTLE AAA •µ A ROCK SUBDIVISION RULES AND REGULATIONS vA" HAVE BEEN COMPLIED WITH. LL DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS ♦I"'- v/ 1000fi i 0A AS RRRISTBRSi FROPINSIRxAL xxclx�et Wa.503 i 4' "- le F OP;,/� CURVE LENGTH DELTA TANGENT wows \ LEGAL DESCRIPTION Cl 95.23' 21'49'34" 48.20' 250.00' "� PART OF SECTION 36, T-2-N, R- 14-W, PULASKI COUNTY, ARKANSAS MORE C2 562.34' 180'D0'00" 179.00' PARTICULARLY DESCRIBED AS: C3 95.21' 2V49'IB' 48.19' 250.00' STARTING AT THE CENTER OF SAID SECTION 36; THENCE S00'48'59"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 N22.52'287W, 873.62 FT,; R199,00' -- THENCE N31'38'39"W AND CONTINUING ALONG SAID CENTERLINE, 1186,22 FT.; THENCE N58"21'21"E, 325.51 FT. TO THE POINT OF BEGINNING; CDS58021'12'W THENCE N31'38'22"W, 267.73 FT.; THENCE N20'21'26"W, 30.00 FT, LC398,00' 3 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 L THE ARC OF A 889.92 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING 0o R1 AND DISTANCE OF N7454'39"E, 163.42 FT.; THENCE N80'10'44"E AND R2864.79' `r o CONTINUING ALONG SAID PROPOSED SOUTH RIGHT-OF-WAY LINE, 279,06 FT.; c� CDN22"52'28'W o THENCE N09'49'16"W AND CONTINUING ALONG SAID PROPOSED SOUTH loro s�+N LC873.62' N RIGHT-OF-WAY LINE, 20.00 FT.; THENCE N80'10'44"E AND CONTINUING PLAT ALONG SAID PROPOSED SOUTH RIGHT-OF-WAY LINE, 166.63 FT.; THENCE i�THIS S09'49'16"E, 18.54 FT,; THENCE SOUTHEASTERLY ALONG THE ARC OF A 9p 220.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S20r43'55"E, 83.28 FT.; THENCE S31'38'33"E, 229.48 FT.; r� 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 S5921'12"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, 225.00 FT.; THENCE S5921'21"W, 143.00 KAM ROAD FT, TO THE POINT OF BEGINNING, CONTAINING 10.1828 ACRES MORE OR LESS. TIFICATE 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 THIS P?LAST. 9-4?- DATE OF EXECUTION YTIC TIMBER CORPOR CHENAL CLUB LTLE ROCK, AR 72211 ADDRESS D.R. 621 PAGE 233 INSTRUMENT NO. _ CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL I, 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 ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY HAVE BEEN COMPLIED MATH. EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. rJ DATE OF EXECUTION TIMOTHY E. DATERS 7� REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING ENGINEER NO. 5033, ARKANSAS COMMISSION CERTIFICATE OF RECORDING THIS DOCENT, NUMBER FILED FOR RECORD -aLI 1gC14S IN PLAT BOOK F PAGE y �� 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 ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 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. rLar of LOTS 9. 2 and 4 and lfiACTS :1, B, d C The VILLAGE at RAHLING ROAD LITTLE ROCK, ARKANSAS BEING PART OF SECTION 36, PULASKI COUNTY,4ARK4NSAS FINAL PLAT A Signe AUGUST, 1998 BY: DATE: 01Y Al © WR=DA TERS A Agg=A1=jp HJ( '° CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 Job No. 98-0390