The URL can be used to link to this page

Home My WebLink AboutZ-6104 Map 3x an an m Un m un LID ro Y i z CD UJ i J z W C3 I PAGI; MONrIMLNT 2ti/A N 169.(19706 0 K 3.]' SOW-6YC-MA'A r'e�`�rr _ CHENAL VALLEY PHASE 14 STATE PLANE COORDINATES POINT NO NORTHING FASTING 53,171067.240601.1171520.922-910 54,171097.173792,1171560.974850 55,171092.483141,1171495.760240 56,171 189.834312,1171684 935360 75,171 538.346697,1 1 702_67.032700 77 171582.611065,1170664.020290 80.1 70399. 14501 6,1 '16961 1 229380 81 ,1 70996,498003, 1 1 697 1 24 1 03 70 83,170175,224969,117032C) 8220FO 84.170259.251845.1 170342 7,6 760 85,1 70198.122638,1 1 704 34.03141 0 86.170323.899535,1170492 530310 87.1 70361 067256,1 179525.997340 138,170393 987025,1 176484.4 72970 89,170484,019 127,1170545,164840 91 ,1 701835.705124,1170668 118400 92.170728-547055,1170722,569760 ,43.170608.630687,1 170727.265500 94,1 70929.380335.1 1 70924K787070 95.170998. IG 1592, 1 171424.601230 97,171385.635765, I 1 /1330.645330 98.171374.664522,1171685.066579• 99,171739.120990;1171099.824740 1 5' LOT IINE 5' >TYP ESMT OF WAY EASEMENT /PEDESTAL M C s 14 t (B3 0 o TYP ESMT RIGHT OF WAY TYPICAL AP&L EASEMENT SEC. PEDESTAL ONLY E r• zS') E�' E =1-451 t CHENONCEAU BLVD. 50' I 50' I� ] rift- �rL4 \ fl I R542.'96' I DS3213'00" L IC 10 1.69' 5041'0n S82° 10' 11,W MuY 15. 19'x4 - DEGREE, CERTIFIIL'ATE ❑F OWNER F-RTIFICATE OF CURVE CURVE LENGTH DELIA TANGENT (ARC C I 553 55' 41 3f, 4 F" 362.8 /' _DEF) 6' C^ 441 7' �_fi 46 34" 2,7.?9' 6 ESTATE, SHOWN AND DESCRIBED HEREIN, DO Irl .I. .Io ,r..,j3I ()` HEREBY ,CERTIFY THAT WE HAVE LAID OFF. x an an m Un m un LID ro Y i z CD UJ i J z W C3 I PAGI; MONrIMLNT 2ti/A N 169.(19706 0 K 3.]' SOW-6YC-MA'A r'e�`�rr _ CHENAL VALLEY PHASE 14 STATE PLANE COORDINATES POINT NO NORTHING FASTING 53,171067.240601.1171520.922-910 54,171097.173792,1171560.974850 55,171092.483141,1171495.760240 56,171 189.834312,1171684 935360 75,171 538.346697,1 1 702_67.032700 77 171582.611065,1170664.020290 80.1 70399. 14501 6,1 '16961 1 229380 81 ,1 70996,498003, 1 1 697 1 24 1 03 70 83,170175,224969,117032C) 8220FO 84.170259.251845.1 170342 7,6 760 85,1 70198.122638,1 1 704 34.03141 0 86.170323.899535,1170492 530310 87.1 70361 067256,1 179525.997340 138,170393 987025,1 176484.4 72970 89,170484,019 127,1170545,164840 91 ,1 701835.705124,1170668 118400 92.170728-547055,1170722,569760 ,43.170608.630687,1 170727.265500 94,1 70929.380335.1 1 70924K787070 95.170998. IG 1592, 1 171424.601230 97,171385.635765, I 1 /1330.645330 98.171374.664522,1171685.066579• 99,171739.120990;1171099.824740 1 5' LOT IINE 5' >TYP ESMT OF WAY EASEMENT /PEDESTAL M C s 14 t (B3 0 o TYP ESMT RIGHT OF WAY TYPICAL AP&L EASEMENT SEC. PEDESTAL ONLY E r• zS') E�' E =1-451 t CHENONCEAU BLVD. 50' I 50' I� ] rift- �rL4 \ fl I R542.'96' I DS3213'00" L IC 10 1.69' 5041'0n S82° 10' 11,W `�'-/ - z,z ��G-� MuY 15. 19'x4 - CERTIFIIL'ATE ❑F OWNER F-RTIFICATE OF RECORDING CERTIFICATE ❑F SURVEYING ACCURACY ` r 3 96'16 9YAW - t 4 DATE OF EXECUTION _Des,_ 469 Fart ot the 1,1/2 of $eation 14, and part of the Ni/2 of Section 23. L JOE D WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL THIS DOCUMENT NUMBER FILED FOR r PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO RECORD 19 %'i IN PI AT BOOK _ __ SURVEY MADE ORVERIFIED �Y ME, ALL HEREBY ,CERTIFY THAT WE HAVE LAID OFF. PALE_ way line, being the arc of a 5 8.96 ftradius curve to the: left, MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SIJBD HIDED, AND D❑ HEREBY thence S46'5328"E and cactinuinq along said Northerly right-of- ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF PLAT, AND SUBDIVIDE SAID PEAT i .: �;��! f , > +�r'�•,,, SURVEYING 'REIUUIREMENTS OF THE LITTLE ESTATE IN ACCORDANC��ITH THIS A'LAT. f"� t// 50.00' ICrV ROI k '<HBDIVI= RULES A D REGUL ATION� way line being the arc of .1 999,93 ft. radius curve to the right. `�'-/ - z,z ��G-� MuY 15. 19'x4 - -; �� ,A�1a. I Valley Phase 14A c� J ` r 3 96'16 Le wl ifl_ion DATE OF EXECUTION _Des,_ 469 Fart ot the 1,1/2 of $eation 14, and part of the Ni/2 of Section 23. omh _ all in F -2-N, R --14-W, Pulaski County. Arkansas, all more - porficilarly described as; Starting at the Southeast corner of Lot y 1, Bleck, 20. Chenal Valley, an Addition to the city of Little Rock, .J 4. r C Arkansas, said corner lying on the Northerly right-of-way line of _ R597.96' Aberdeen Drive; thence Southeasterly along said Northerly right-of- Fr �% CDS51`26'17„E way line, being the arc of a 5 8.96 ftradius curve to the: left, & LOT 1 having a chord bearing and distance of S45'03'03 E 29.95 ft.; thence S46'5328"E and cactinuinq along said Northerly right-of- way line, 154.25 ft_ to a point on the Westerly right-of-way line %Yr '• ,l �r �` ;� �•. of Cheponceou Blvd.; thence along the Westerly right of woy line of 542.00'03 W henenc.eau Blvd- being the arc „f 1 25 ftradius curve t,, the left f"� t// 50.00' having a chord bearing and distance of N86'20'32 L 36.6x1 ft ; thence Northeasterly and cnntinuing along said Westerly rigPt-of- _ l.. way line being the arc of .1 999,93 ft. radius curve to the right. 4 having a chord bearing and distance of N41'43'39"E 10.7 ft_ to - nIV the point of beginning; thence Northeasterly along the arc of a �1j. 999,93 ft. radius curve to the right, having a chord bearing and NE 1/4, SEC 23 distance of N62'50 01"E, 710.37 ft., thence N8338'16"E 599.45 ft. , thence Northeasterly along the arc of a 909.93 ft. radius ' ,`v - curve to the left, having a chord bearing and distance of (� N70'14'43"E 421.38 ft. thence_ 1,33'08'38"E 512.17 ft., thence /191 588"17'37"F, 354.59 ft.; thence 500'02'26"W. 184.83 ft.; thence `9 553'17'19"W, "204.76 rt„ thence Northwesterly along the arc of a R741.20' 179.63 ft. radius curve to the left, having a chord bearing and - CDS14°37'q.9 W distance of N44'54'33"W, 35.65 ft.; thence S37*00'52"W, 118-20 2,086.84, S82710'17"W, 504.52 ft.; thence S69'56'59"W, 2723 ft.; thence3 ft.; thence S2656' 13" E, 1 20.20 ft.: thence Southeasterly along the arc of a 542.96 ftradius curve to the.left, having a chard bearing and distance of 532'13'00"E, 101.69 ft.; thence 555'30'58W, 280.66 ft_; thence '533'59'047W, 108.58 ft.; thence Southeasterly along the arc et a 597.96 ftradius curve to the right, howng a chord bearing and distance of S51'26'17'E 52.99 ft.; thence S4' 00'03"W, 50.00 ft.; thence -S24'56'35"W, 138.72 ft ; thence N56'11'19"W, 109.85 ft.; thence Southerly along the arc of a 741-20 ftradius curve to the right, having a chord bearing and distance of S1437'49"W, 86.84 ft-, thence N72"29'1 1"W, 74408 ft.: thence N09'36'49"E, 605.86 ft.; thence N35'45'42"W, 17459 ft. to a point on the Easterly right-of-way line of Chenonceau Blvd.; thence Northeasterly along said Fosterly right-of-way line, begin the n,C of o 909.93 fL rodius curve to - the right, having a chord bearing and distance of N37'49'25'E, 132.97 ft.; thence N47'58'54"W, 9000 ft. to the point of beginning, containing 43.5037 acres more or less. )� Scale 1" = 100 ft TIMUIHY C D A S /_4 -; • BEEN HAVE BEEN COMPLIE WET, r p 5-72-94 ` r ? K • ' DATE OF EXECUTION DELTIC F�IMBER,CCANT �.LOTS 1-9 5-22-y4 COMMISSION LOTS 1 � 'D' BLOCK #7 CHENAL CLUB BLVD. .J 4. r C _ , DATE ❑F EXECLIT111N JOE D. WHITE D.R. 621 PAGE ,.233 urnE ROCK, AR �✓ 5. RADII AT INIERSECTIONS OF STREI I & LOT 1 RIGHTS ❑F WAY ARE 25' REGISTERED LAND SURVEYOR ADDRESS %Yr '• ,l �r �` ;� �•. NO. 534, ARKANSAS BE USED AS EASEMENTS FOR DRAINAI.I ANI1 III +;�� "f . UTILITIES. INJTRLIMENT NO. r''`` CERiIF ICATE OF ENGINEERING ACCURACY CERTIFICATE ❑F FINAL APPRCJVAI -�R��1F�p� [, TIMOTHY E. DATERS, HEREBY CERTIFY III #ft C%NS'A"* THAT THIS PLAT CORRECTLY REPRESENTS A PURSUANT TO THE LITTLE ROCK SUBDIVISION A *�* PLAN MADE BY ME, AND THAT THE RULES AND REGULATIONS, AND ALL [IF THE RIII ISTEAF9 � ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN PO4)f''ESS1ii4,AL ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT IS HEREBY IIEK HAVE BEEN COMPLIED WITH ACCEPTED. THIS CERTIFICATE IS HEREBY' 4 * * • COEXECUTED UNDER THE AUTHORITY OF SAID r(((111 nn ;�'.t� �,-22-g4 L RULE'; AND REGULATIONS % L%Qi/ DATE OF EXECUTION ATER 100 0 100 300 Scale 1" = 100 ft TIMUIHY C D A S /_4 CDN44°53:;'W' GENERAL REGISTERED PROFESSIONAL - - LOTS 1-9 o� ENGINEER NO. 5033, ARKANSA`_: DATE OF EXECUTION LITTLE ROCK PLANNINI� �.LOTS 1-9 ape COMMISSION LOTS 1 4�c �a yo 'D' BLOCK CURVE. LOTS 1-7 yal.e o 'C' BLOCK CHORDS. LOTS 1-3 5. RADII AT INIERSECTIONS OF STREI I & LOT 1 RIGHTS ❑F WAY ARE 25' ERROR OF CLOSIJRE: 11.4'/ �OJIUL1 7. TRACT`_; 'A' ' 'E', BILK IlcS; rm 1 'I,', BI I. (98) _ ";88'41'?6"E 588'08'54"E BE USED AS EASEMENTS FOR DRAINAI.I ANI1 III 176 1(1 rt UTILITIES. ___,CROSS TIE CORNER NE COR, NW 1/4 NE 1/4, SEC 23 - T -2-N. R -14-W 164.29' - _,.104.45' F'-� - 7a,.- .p i 100 0 100 300 PLAT Scale 1" = 100 ft R1 79.U44'5 t4 CDN44°53:;'W' GENERAL LC35,65ft N I IRON PINS WERE SET AT ALI. ,III i IIRNI I LOTS 1-9 �ALL EA�FMENI S SHOWN ARL III HI_ I-.1 II 'B' BLOCK FOR DRAINAGE AND/DR UTILIII1':. �.LOTS 1-9 3. LOTS WITH ROUNDED CURNER' ARI MEA`_SURED TO A POINT OF IN I I R.;F. t I IIIN LOTS 1 OF LOT LINES AND NTIT PHINt" IIN A 'D' BLOCK CURVE. LOTS 1-7 4. DISTANCES SHOWN ALONG CEIRVF:. ARI 'C' BLOCK CHORDS. LOTS 1-3 5. RADII AT INIERSECTIONS OF STREI I & LOT 1 RIGHTS ❑F WAY ARE 25' ERROR OF CLOSIJRE: 11.4'/ �OJIUL1 7. TRACT`_; 'A' ' 'E', BILK IlcS; rm 1 'I,', BI I. TRAI=T 'D', BILK 2e) AND TRACT 'C'. BI k ,"I Mol BE USED AS EASEMENTS FOR DRAINAI.I ANI1 III UTILITIES. PLAT 0F; LOTS 1-28 & TRACTS 'A' & 'E' BLOCK 25 LOTS 1-9 & TRACTS 'B' BLOCK 26 �.LOTS 1-9 BLOCK 27 LOTS 1 -1 1 & TRACT 'D' BLOCK 28 LOTS 1-7 & TRACTS 'C' BLOCK 29 LOTS 1-3 BLOCK 31 & LOT 1 BLOCK 32 An Addition to the City of Little Rock, Arkansas LOCATED IN SECTIONS 14&23 T-2-N,R-14-W PULASKI COUNTY, ARKANSAS To be known as "Bayonne Place" Neighorhood WHITE_ -DATE_ RS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201