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HomeMy WebLinkAboutS-0867-MM Map 2DEGREE OF CURVE CURVE LENGTH DELTA TANGENT (ARC DEF) Cl 693.55' 41'36'46" 362.87' 6' C2 446.27' 2646'34". 227.29' 6' C3 181.51' 10"53'26 91.03, 6' C4 289.53' 4932'03' 151,12' 14' C5 161.07' 22'32'58" 81.59, 14' C6 341.41' 95'35'33" 225.65' 29 C7 355.76' 28'27'39" 181.63, 8' C8 225.11' 85'32'34" 139.48' 38' C9 121.56' 1701'05" 61.23' 14' CIO 387.76' 69'47'51" 222.05' 18' CI L 200.03' 152'48'32" 310.12' 7623'40" C12 124.47' 12'26'48" 62,411' TO- C13 150.48' 15'02'S 1" 75.67' 70' C14 135.38' S1'26'32" 72.63' 38- C15 85.81' 17 2_ 43.23' 20' C16 89.07' 0707'37' 44.59' 8' C17 289. 19, 52:03'18" 155.44' 18' C18 92.58' 09'15*30" 46.39' 10' C19 119.92' 11'59'30" 60.18' 10' _ \.0�GG p J G� �a1 Point of Commencement D• 545'30'03"E 29.95' (Cho 1 � 1y Point of .yA� 99F. I s,r� Beginning__.. LINE I 5' � r TYP ESMT t\I� RIGHT OF WAY TYPICAL AP&L/ EASEMENT 7RA,1Sr09M94J PEPES'(AL K/Zij Ea56MEA1 r SEL ?EDE�0L_ VA1c1 421' gS N83'38' 16" E /a �� s 399145ft N CHENONCEAU BLVD• %,. SJ� od, tr 75 -'-104.97' --�ti� &� r p5' '\ ��122• 1.58' N 3 q 2 4 ^ h\\\� / - N 6 R909.93ft ti��s8s ; 61'50 Y A 9 539� 96 l2s.oa �` ++.oa-56.04' CDN37'49'25' n LC132.97ft ,14� �(P� �z 'g, 11 : 12 I Y 17 � °,,, 10 g H / B ❑CK 5 f N86'20'3TE 36.66' TRACT 'A' I 1 s ��'�" 55.00' hTl,/ 9 1014 • - 79.80' � --�• ' 625, A0� �47.28 o-7J__130.42' Aso, � 8 $roe $ 15 9J2T 16 tnQ,25 9Jy� 68o9• 17 6; 81[`+•y /,b!`29 f 1.1 NE ^ 71 �h PAGIS MONUMENT 2078 N 169,097.06 E 1,169.724.34 I 1174 I 7r>. _IK5'(2.' 19 TYP �YP ASM7 � � N 0 )� ESMT Z a g \ BLOCK 25 20 it 22 1 1312,, .o 21 01 j 23 �4 3.49! i 1 � a69• �r t 1 Age ,e 125.94' AN 1O5.67, Da CEN COURT ow, 1 Zp`36 0� 4 ti YG8• .d � a 9 --� 24 9�z', 25 ��alo4, 26 n ��"dv. g15s 40, '44� $�.,81 07 -2g 8 ^W CHENAL VALLEY PHASE 14 STATE PLANE COORDINATES POINT NO NORTHING FISTING 53.171067.240601.1171520.922910 54.171097.173792.1171560.974850 55.171092.483141,11 71495.760240 56,171189.834312.1171684.935360 75.171538.346697.1170267.032700 77,171582.611065,1170564.020290 80.170399.145016.1169611.229300 81, 170996.498003.1169712.410370 83,170175.224969.1170320.822060 84.170259.251845.1170342.756760 85,170198.122638.1170434.031410 86,1?0323.899535.1170492.530310 87,170361.067256.1170525.997340 88,1 70393.987025,1 170484.472970 89, 170484.019127.1170545.164840 91. 170835.705124,1170668.118400 92,170728,547055.1170722.569760 93,170608.630687.1170727.265500 94.170929.380335.1170924.787070 95.170998.101592.1171424.601230 97,171385.635765.1171330.645330 98,171374.664522.1171685.066570 99, 171739.120990,1171099.824740 27 n TRACT B' �167 39j2 \ J o 9,. BLOC 26 50' 50• 32.52' .l ' -.e ,ems a'6• � � � p 3 m 4 1 \ C P 2 b 24 6' 4s, 1.6,8 rn 5 r p e, ,n i� 95.00' ��J.r• 90. N�\3 f 94'Si� 1 b 7 D 0-108.35'- aYPBa'i h COUR m z �° 2a�1 m C5 7130 - ;e -25' era \ CD 67.18' 53.07. tee. 9 .00 2 e5. �' y, a ['aF 0] Q -- �,, � � � ,ter •�- •�.-.�� � a 4 3 96' 33.09' / p1 6 IZ 2 10 q3g C15 '��' 4, �76• Q 531' _ 85'1II '4 s59.94, In - 1 ' -� ��.{R; 30. 50' `Ig D t 11,� '134.00' S 105�' 13 30' no.2r - �' uooa B L C K 27 ' 7 8Ln -124.61Y o om ' 25 q DG uNi 105.00' 14 m I' i . NC E DRIVE m nI 0 LINE g�'08. n1 ,� i tll.'37' � 25 OIOG LME 3 4 - 5 94 1 A. n. N >_ k vAjjd 2� 565gW 91 569 a m 61 " 15 11 p E a- 92 ✓f M _1 � K 2 8 n% Yrt` t R542.96' 9 / .� �- CDS32'13'00"E , \ , s LC101.69' ,a 3 9613a / 89) �. ocb' h° 88 �co R597.96' J�.1 gSCDS51'26'17"E Z ��ti 87 LC52.99' m 1 ma' 66 S42*00'03"W 50.00' BL❑CK� 2 28 62] 84 7.5' u /09 �B a cb to NS6,8S, ���7• e3 \_ R741.20' CDS14'37'49"W LC86.84' 0 2 LOCK May 16, 1994 Chenol Valley Phase 14A Legal Description Y7.5' 6 67.12'_ 53,09J .P- 100.00, N 1925' t24.39' ap ;S 9222' � LI BLOCK 29 5 6 4• .7 ' � ` 504.52ft„ S8210'17 W S88' 13'37" E 354.59ft i' oil 4Q \ 1175 55 7 J ♦ V��p� �• h� ��OD 77' 95 [7�� Pip?SLATE O`er AR ANSASN REGISTERED PROFENitIOY:lt_ ENGINEER - NO.50333 ���ff�f �yY F ap�r,d w Cc -1 <h N cq N c° o o 9 R179.63ft CDN44'54'33"W LC35.65ft ADDrrIMAL EAST /Yl/AJiS l�equl2r� P3\( A P � L . 5 - Part of the S1/2 of Section 14, and part of the N1/2 of Section 23, all in T-2-N, R-14-W, Pulaski County, Arkansas, all more particularly described as: Starting at the Southeast corner of Lot 1, Block 20, Chenol Valley, an Addition to the city of Little Rock, Arkansas, said corner lying on the Northerly right-of-way line of Aberdeen Drive; thence Southeasterly along said Northerly right-of- way line, being the arc of a 528.96 ft. radius curve to the left, having a chord bearing and distance of S45'03.03"E, 29.95 ft.; thence S4653'28"E and continuing along said Northerly right-of- way line, 154.25 ft. to a point on the Westerly right-of-way line of CFenanceau Blvd.; thence along the Westerly right-of-way line of Chenenceou Blvd. being the arc of a 25 ft. radius curve to the left having a chord bearing and distance of N86'20'32"E, 36.66 ft.; thenc& Northeasterly and continuing along said Westerly right-of- way line being the arc of a 999.93 ft. radius curve to the right, having a chord bearing and distance of N41'43'39"E, 10.72 ft. to the point of beginning; thence Northeasterly along the arc of a 999.93 ft. radius curve to the right, having a chord bearing and distance of N62'50'01"E, 710.37 ft.; thence N83'38'16"E, 399.45 ft. ; ;hence Northeasterly along the arc of a 909.93 ft. radius curve to the left, having a chord bearing and distance of N70'14'43"E, 421.38 ft.: thence S33'08'38"E, 512.17 ft.; thence S88'13'37'E, 354.59 ft.; thence S0902'26"W, 184.83 ft.; thence S53'13'19"W, 204.76 ft.; thence Northwesterly along the arc of a 179.63 ft. radius curve to the left, having a chord bearing and distance of N44'54'33' W, 35.65 ft.; thence S3700'52"W, 118.20 ft.; thence 582'10'17"W, 504.52 ft.; thence S69'56'59"W, 273.23 ft.; thence S26'56'13"E, 120.20 ft.; thence Southeasterly along the arc of a 542.96 ft. rod:us curve to the left, having a chord bearing and distance of S32'13'00"E, 101.69 ft.; thence S55'36'58"W, 280.66 ft.; thence S33'59'04"W, 108.58 ft.; thence Southeasterly along the arc of a 597.96 ft. radius curve to the right, having a chord bearing and distance of S51'26'17"E, 52.99 ft.; thence S42'00'03"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 ft. radius curve to the right, having a chord bearing and distance of S14'37'49"W, 86.84 ft.; thence N72'29'11"W, 744.08 ft.; thence N09'36'49"E, 605.86 ft.; thence N35'45'42"W, 174,59 ft, to o point on the Easterly right-of-way line of Chenonceou Blvd.; thence Northeasterly along said Easterly right-of-woy line, begin the arc of a 909.93 ft. radius curve to the right, having a chord bearing and distance of N37'49'25"E, 132.97 ft.; thence N4758'54"W, 90.00 ft. to the point of beginning, containing 43.5037 acres more or less. CERTIFICATE OF OWNER CERTIFICATE OF SURVEYING ACCURACY I, JOE D WHAE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITb THIS PLAT, ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH, f-99- / / DATE OF EXECUTION DATE OF EXECUTION JOE D, WHITE D.R. 46ZI PAGE REGISTERED LAND SURVEYOR ADDRESS NO. 534, ARKANSAS INSTRUMENT NO, CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PURSUANT TO THE LITTLE ROCK SUBDIVISION PLAN MADE BY ME, AND THAT THE RULES AND REGULATIONS, AND ALL OF THE ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT IS HEREBY HAVE BEEN COMPLIED WITH. ACCEPTED, THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID 5'ZZ'94 RULES AND REGULATIONS. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL -- ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER .FILED FOR RECORD 19 IN PLAT BOOK } PAGE N100 0 100 300 Scale 1" = 100 ft GENERAL NOTES: I. 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 CHORDS. 5. RADII AT INTERSECTIONS OF STREET RIGHTS OF WAY ARE 25' 6. ERROR OF CLOSURE ' 120,000' ?. TRACTS 'A' & 'E', BLK 25; TRACT 'B', BLK 26; TRACT 'D', BLK 26 AND TRACT 'C', BLK 29 MAY BE USED AS EASEMENTS FOR DRAINAGE AND/OR UTILITIES. P SAT OF; LOTS 1-28 & TRACTS 'A' `& F BLOCK 25 LOTS 1-9 & TRACTS 'B' BLOCK 26 LOTS 1-9 BLOCK 27 LOTS 1-11 & TRACT 'D' BLOCK 28 LOTS 1-7 & TRACTS 'C' BLOCK 29 LOTS 1-3 BLOCK 31 & LOT 1 BLOCK 32 HIER L WnA LUFFY An Addition to the City of FINAL PLAT Little Rock, Arkansas As Signed LOCATED IN SECTIONS 14&23 T-2-N,R-14-W PULASKI COUNTY, ARKANSAS To be known as "Bayonne Place" Neighorhood © WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 0.