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HomeMy WebLinkAboutS-0867-CCCC MapCURVE DATA CURVE LENGTH DELTA TANGENT RADIUS Cl 88.19, 67-22'33" 50.00, 75.00' ARKANSAS STATE PLANE COORDINATES I N 158000.06 E 1172215.16 2 N 158049.78 E 1172322.70 3 N 157957.65 E 1172361.73 D N 157831.10 E 1172544.44 5 N 157721.28 E 1172663.66 6 N 157460.30 E 1172096.93 D N 157597.93 E 1171969.20 E) N 157819.93 E 1171825.57 50 0 50 150. Scale 1" = 50 ft LOT 12 PAGIS Marker 2074-0031'., k tiso LOT 1 F 6 r� 3 J O, 5 p LC.T 14 / bOv N6 / / Ark. State Hwy. 10 Na'tF,fleld Drive24 Vicinity Map �J a, 4 tip 23 ��' 25 v is plat G�V�vd c��¢ nSP'9/ G'r¢c6 35 36 0 OP,),y 4y s R542.96' CDN42'51'40"W LC 187.76' / 6$ i Aanc,n.w \ F �3- 5 8703'3(f ct 67. sR \ �pNj sa� / ►1 8 / o / ���bo / 1' LEGAL DESCRIPTION 0a��;%" PART OF SECTION 35, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE SOUTHERNMOST CORNER OF LOT 12, BLOCK 5, CHENAL VALLEY AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE N65'11'047E ALONG THE SOUTH LINE OF SAID LOT 12, 118.48 FT.; THENCE S22'57'27"E, 100.05 FT.; THENCE S55'17'30"E, 222.26 FT.; THENCE S4T20'58"E, 162.09 FT.; THENCE S65'16'29"W, 623.93 FT. TO THE EAST RIGHT-OF-WAY LINE OF CHAMPAGNOLLE DRIVE; THENCE ALONG SAID EAST RIGHT-OF-WAY LINE BEING THE ARC OF A 542.96 Ff. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N42'51'40"W, 187.36 FT.; THENCE N32'54'10"W AND CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, 264.41 FT. TO THE SOUTHWEST CORNER OF TRACT A, SAID BLOCK 5, CHENAL VALLEY; THENCE N65'11'047E ALONG THE SOUTH LINE OF SAID TRACT A AND LOTS 14 AND 13, SAID BLOCK 5, 429.22 FT. TO THE POINT OF BEGINNING, CONTAINING 5.8922 ACRES, MORE OR LESS. I 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. CERTIFICATE OF OW WE, THE UNDERSIGNED, 0 ESTATE, SHOWN AND DES HEREBY CERTIFY THAT WE PLATTED, AND SUBDIVIDE( LAY OFF, PLAT, AND SUB ESTATE IN ACCORDANCE DATE OF EXECUTION DE LI1 D.R. 621 PAGE INSTRUMENT N0. CERTIFICATE OF FII PURSUANT TO THE LITTL RULES AND REGULATION' CONDITIONS OF APPROVI COMPLETED, THIS DOCUb ACCEPTED. THIS CERTIFI( EXECUTED UNDER THE A RULES AND REGULATION', DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION ENGINEER N0. 5033, ARKANSAS 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 CORNER 2. ALL EASEMENTS SHOWN = _ _ = ARE TO BE 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. NO PORTION OF THIS PROPERTY IS LOCATED 100 YEAR FLOOD BOUNDARY AS SHOWN ON 1 FLOOD BOUNDARY AND FLOOD INSURANCE WC FOR PULASKI COUNTY, ARKANSAS. Easement Apereved - T OF ay TRACT A BLOCK 1( TRACT B BLOCK 10 LOTS 1-9, BLOCK 106 (cjl_R7lTjF4HAL VALT 11 To be known as " Witry Court" BEING PART OF SECTION 35 T-2-N, R-14-W PULASKI COUNTY, ARKANSAS OCTOBER, 1999 © ME 17IPs-DA 1l 1G1LW & t71,9,90lli /l �1 1111J6yy Illy TCo 0 CIVIL ENGINEERING, LAND PLANNING &DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 x=