Loading...
HomeMy WebLinkAboutS-01888-F MapTHIS PLAT pFNiy\ kgN�s Rp W � 0_ ry z 0 ry 0 Q z W J N a z W U 0 RPN��NG R VICINITY MAP 1 "=2000' N E 1 /4 SW 1 /4 POTLATCH DELTIC REAL ESTATE, LLC CENTERLINE CURVE DATA CURVE LENGTH DELTA TANGENT CHORD RADIUS C1 139.93' 2643'29" 71.26'138.67' _300.00' C2 401.35' 5729'21" 219.40' 384.73' 400.00' _J �N71°33'13"E TRACT A 1 7-60.00' 15' Water R370.00' I CDN 10' 17'54"E L ,355.87'�' /C2 60 0 60 180 Scale 1 " = 60 ft 731721 LEGAL DESCRIPTION: KI NLEY LOOP A TRACT OF LAND LOCATED IN PART OF THE SW1 /4 SECTION 34, T-2—N, R-14—W, PULASKI COUNTY, ARKANSAS MORE FLETCHER LLEYPARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF LOT 17 CHENAL ,KINLEY RIDGE' DOWNS SUBDIVISION AS RECORDED AS INSTRUMENT NO. 98 INSTR.# 2024064171 034755, BOOK 5, PAGE 199, RECORDS OF PULASKI COUNTY ARKANSAS, THENCE NO2'02'19"E, 57.45 FEET TO A POINT ON THE CENTERLINE OF KANIS ROAD, SAID POINT ALSO BEING THE 74 POINT OF BEGINNING; THENCE NO2°02'19"E, 57.45 FT.; THENCE S49'31'32"E, 175.26 FT.; THENCE ALONG THE ARC OF A 100.00 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING Blf AND DISTANCE OF S66'58'27"E, 59.97 FT.; THENCE S84'25'21"E, 146.40 FT.; THENCE ALONG THE ARC OF A 100.00 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE 7C OF N53'56'51"E, 132.86 FT.; THENCE N12'19'03"E, 31.70 FT.; ?' THENCE S77'40'57"E, 10.00 FT.; THENCE ALONG THE ARC OF A 330.00 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF N25'40'49"E, 152.54 FT.; THENCE N39'02'36"E, 177.44 FT.; THENCE ALONG THE ARC OF A 370.00 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING �' AND DISTANCE OF N10'17'54"E, 355.87 FT.; THENCE R430.00' N1826'47"W, 132.61 FT.; THENCE N71'33'13"E, 60.00 FT.; CDS10°17'54"W THENCE S18'26'47"E, 132.61 FT.; THENCE ALONG THE ARC OF A LC413.58' 430.00 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF S10'17'54"W, 413.58 FT.; THENCE S39-02'36"W, 177.44 FT.; THENCE ALONG THE ARC OF A 270.00 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S25'40'49"W, 124.80 FT.; THENCE S77'40'57"E, 10.00 FT.; THENCE S12'19'03"W, 77.22 FT.; THENCE ALONG THE ARC OF A 150.00 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S31'05'33"E, 206.16 FT.; THENCE ALONG THE ARC OF A 6606.67 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF S74'08'28"E, 83.33 FT.; THENCE S16'13'13"W, 45.00 FT. TO A POINT ON SAID CENTERLINE OF KANIS ROAD; THENCE NORTHWESTERLY ALONG SAID CENTERLINE THE FOLLOWING: (1) ALONG THE ARC OF A 6561.67 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF N74'37'44"W, 194.47 FT.; (2) N75'28'40"W, 106.88 FT.; (3) ALONG THE ARC OF A 721.78 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF N62°30'063'W, 324.15 FT.; (4) N49'31'32"W, 141.57 FT. TO THE POINT OF BEGINNING, CONTAINING 2.8678 ACRES MORE OR LESS. i R330.00' POTLATCH DELTIC REAL ESTATE, LLC CDN25°40'49"E / LC 152.54'�'Z I j 16� 10.34' ./ 15' Water EamL S77°40'57"E Gy R270.00 102002' 19 "E 10.00' �S25°40'49 "W 57.45' Ssr9, $ LC 124.80' N1-2�03" 7 17 S77°40'57"E P.O.B 1 �. 2c�� 31.70'— �o. )2'02'19"E �6, R100.00 R100.00' 57.45� CDS66°58'27"E CDN53056'51 "E moo. Q C59.97 LC132.86 `--�—S12'19'03"W P.O.0 �L 0 77.22' �•` \ S84°25'21 "E-146 A0' 0 19 N49°31'3re 141.571 CDS31 °05 33 E r fLC206.16' R721.78' CDN62930'06"W . LC324.15 2a R.O.W DEDICATION CHENAL DOWNS BOOK F, PAGE 199 INSTRUMENT NO. 98 034755 DATED: MAY 8, 1998 LOT 17 CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD 2025,IN PLAT BOOK PAGE CERTIFICATE OF SURVEYING ACCURACY I S TSTAE I, ZANE ROBBINS, HEREBY CERTIFY THAT THIS 4 AR CANSAS PLAT CORRECTLY REPRESENTS A BOUNDARY b NO. 1163. SURVEY MADE OR VERIFIED BY ME, ALL W MONUMENTS REQUIRED ACTUALLY EXIST AND a ARE CORRECTLY SHOWN HEREON AND THAT ALL s 41A, SURVEYING REQUIREMENTS OF THE LITTLE fo 6 ROCK SUBDIVISION RULES AND REGULATIONS AL L0' HAVE BEEN COMPLIED WITH. 201,5 , ,. DATE OF EXECUTION E ROBBINS REGISTERED LAND SURVEYOR NO. 1853, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY 51, T EO�t— N75°28'40"W-/ R6561.67' y / CDN74°37'44"W LC 194.47' S E 1 /4 SW 1 /4 // CHENAL DOWNS /SUBDIVISION / / / / LOT 16 R6606.67' CDS74008'28"E �LC83.33' S 16° 13' 13"W �21 45.00' CERTIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE, SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, a°� `OF I AfUT,flzz PLATTED, AND SUBDIVIDED, AND DO HEREBY � �P ,.• 09�,�� LAY OFF, PLAT, AND SUBDIVIDE SAID REAL 7n, ESTATE IN ACCORDANCE WITH THIS PLAT. ROBBINS '. : _ ' PROFESSIONAL = 0= -. LAND SERVICES #4151 Q �q ............ '�� DATE OF EXECUTION Po#atchDeltic Real Estate, LLC zz,IVAS11111SU`��o`` # 7 Chenal Club Blvd. Little Rock, Arkansas 1, TIMOTHY E. DATERS, T HEREBY OF THIS PLAT CORRECTLYEPRESENTS A AR ANS S '°'�� THAT ..... P PLAT MADE BY ME, AND THAT THE * * * ,.•`' `%91 ENGINEERING REQUIREMENTS OF THE LITTLE REGISTERED ; � = WHITE-DATERS ROCK SUBDIVISION RULES AN REGULATION PROFESSIONAL L' &ASSOCIATES, z HAVE BEEN COMPLIED WITH ENGINEER S t INC, it*ir "9 #538 !i( ?TIMOTHY E. DATERS 9� No. 5033 ATE OF N D b EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS D.R. PAGE INSTRUMENT NO. 88-61004 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 LITTI}E ROCK PLANNING COMMISSION / / / / / 1 NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY, AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. (FIRM COMMUNITY PANEL # 05119C 0313 H, DATED JULY 6, 2015) ARKANSAS C❑ORDINATES Oi N = STATE (NAD83 157117.81 E PLANE NORTH ZONE) = 1163796.96 N = 157175.22 E _ 1163799.00 O N = 157061.46 E = 1163932.32 40 N = 157038.00 E = 1163987.51 5 N = 157023.77 E = 1164133.22 6 N = 7 N 157101.97 157132.94 E E = 1164240.64 = 1164247.40 - 8 N = 157130.81 E = 1164257.17 9 N = 157268.28 E = 1164323.27 10 N = 157406.09 E = 1164435.04 11 N = 157756.23 E = 1164498.66 12 N = 157882.03 E = 1164456.70 13 N = 157901.01 E = 1164513.62 14 N = 157775.21 E = 1164555.58 15 N = 157368.29 E = 1164481.64 16 N = 157230.48 E = 1164369.87 17 N = 157118.01 E = 1164315.79 18 N = 157115.87 E = 1164325.56 19 N = 157040.43 E = 1164309.08 20 N = 156863.88 E = 1164415.55 21 N = 156841.11 E = 1164495.71 2 N = 156797.90 E = 1164483.14 23 N = 156849,45 E = 1164295.63 24 N = 156876.25 E = 1164192.17 P5 N = 157025.91 E = 1163904.65 u�Ilqu�I�llpl�ll� 2025008647 PRESENTED. 02-24-M25 III 44gm RECORDED: 02-24-202512:04:58 PM In Official Records of Terri Hollingsworth Circuit/County Clerk PULASKI CO, AR/FEE $15.00 /2 of �✓I�S ZoZSVO���iG t P.. V b 1 N GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS. 2. ALL EASEMENTS SHOWN =__= MAY BE USED FOR DRAINAGE AND/OR UTILITIES AS NOTED. 3. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 4. ERROR OF CLOSURE: EXCEEDS 1:50,000 5. RADII AT INTERSECTION OF STREET PROPERTY LINE ARE 25.0', UNLESS NOTED OTHERWISE. RIGHT-OF-WAY DEDICATION PLAT FLETCHER VALLEY DRIVE BEINC PART OF THE SWI14 SECTION 34, T-2—N, R-14—W PULASKI COUNTY, ARKANSAS JANUARY 20, 2025 © WHITE-DATERS & ASSOCIATES, INC. 0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 S- / xgg - F