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HomeMy WebLinkAboutS-1149-A Map 21.0 0 60 Scale 1" = 60 f t R oAD0,0 - _ - ING_ 16 ��� RA11- - f N09°49'16%/ © Ngp°Lp 44°E 06, O 180 - R889,92' Ngp°10' 44'E 279 T C 107.45' CDN74054'39'E w TmCid-. off. Cp LC163,42' 4 S. R80g.92• o iO- � d Une CDHTV15o11"E �+rP g 1 a,, �93.00'S5' �2`+� B1 9 li 3 ,4 A 11 �cJ7 .91' P _qo , r.- 169.05'12" , e NO °0 2 c . m 14 A 0 _ ON > i 8\d9 05A 2' N �> °° \O Lot 2 ARKANSAS STATE PLANE CDDRDINATES 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 158939.79 E 1175262.73 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' 180'00'00" 179.00' C3 95.21' 21'49'18• 48.19' 250.00' vl\ 11NII I rvinl N.T.S. G Lot 4 ✓O \90 SA 49' N 'v' Lot 3N 89 59'46- 16 (unrecorded) 9 � ti2 o�rL'1 0� ✓° R O� 0� 2N2, N`o$ y5ti g2 n 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 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 CENTERUNE, 1186.22 FT.; THENCE N58'2l'21"E, 325,51 FT.; THENCE N31'38'22"W, 26733 FT, TO THE POINT OF BEGINNING; THENCE N20'21'26"W, 30.00 FT. TO A POINT ON THE PROPOSED SOUTH RIGHT- OF-WAY LINE OF RAHLING ROAD; THENCE NORTHEASTERLY ALONG SAID PROPOSED SOUTH RIGHT-OF-WAY LINE, BEING THE ARC OF A 889.92 FT RADIUSCURVE 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 S71'18'34"W, 50.02 FT. TO THE POINT OF BEGINNING. R2864.79' CDN22'52'28'W LC873.62' Center of Section 36 T-2-N, R-14-W u 1 �M °'G� OI ,&. 112' p0. o� Zot6 �05 S5 - AA 1114 ^ A e� `d 89.S9.46. LEGAL DESCRIPTION 90.00'06• °49'16"E �09g 54' R220,00' CDS20043'55"E LC83.28' 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 S094-8'5S"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 7.; 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 BEGINNINt ; 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 PAHLING ROAD; THENCE EASTERLY ALONG SAID PROPOSED SOUTH RIGHT-OF-WAY _INE, 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 N09'49'16"W AND CONTINUING ALONG SAID PROPOSED SOUTH RIGHT-OF-WAY LINE, 20.00 FT.; THENCE N8(710'44"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'°13"W, 428.31 FT.; THENCE S58'21'21"W, 10.00 FT.; THENCE N31-38'53"W, 225.00 FT.; THENCE S58'21'21"W, 143.D0 FT. TO THE POINT OF BEGINNING, CONTAINING 10.1828 ACRES MORE OR LESS. LO1 7 r yr srA,T: <�L�'•• `�,`S AR 9,, N tiAS NO. 12R1 F uj(�?t2 Aft. vA�t<,�� `w,4`9L LAh'© (Ic1 900p�76• . C1 R199,00' CDS58°21'12"W LC398,00' 11711, ROCK PLANS APPROVED a EASEMENT APPRQ':'E EASEMENT DATE _— By 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 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. DATE OF EXECUTION TIMOTHY E. DATERS 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. c DATE OF EXECUTION TIC TIMBER CORPORI CHENAL CLUB LITTLE ROCK, AR 72211 ADDRESS D.R. 621 PAGE 233 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. REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING ENGINEER NO. 5033, ARKANSAS COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD , 19 IN PLAT BOOK PAGE 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. 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. O yNi�� ARKtA �t v� ti o pia J SVQ C ="oo a4 Q J� UY 4 C,1 ; .. vti�a� 40G��� ray wtie^(55� j tiv ati�� �w4 y PLA T OF li 0 Ts 1 12 and 4 TRA CTS A B k -r The b'ILLAGF; aV RAHLING ROAT LITTLE POCK. ARk"41V'.4S BEING PART OF SECTION 36 Call SWBT ` Q, T-2—N, R-14-W, PULASKI COUNTY, ARKANSAS E: •sc�1c seR;.,te! D.te —3 7 AUGUST, 1998 er VV L311L Jl !G" IDA 1[ 14` 111W� .71��il���4..Jihl Jl 1CLn�'y 111 V LL.° CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 lot, Ne, 9ft--DZ9(_1 5lcj�1 °wtoPY