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Home My WebLink AboutS-0867-MM Map 1S45'30'03"E 29.95' i eGa�� n.a,r ,fwru nF, TA tY,r W ARL Orr cl 693b511 41*36'AC 362.67h TSW6 C2 446.7.,. 26',6'34' 22729', 759'60' C.% 92.6:{ iffjv1 r6.3'I' 759'dS CA , 40,32.01 451.121, 1T5W5r C5 16'.074 2732'5r 81.594 IJSWir ce .,.:.Alit 9935.3r 225.e511 2 C7 64.1011 1T07'W BL41 ft A7'S9' Ce 225. 11R W32'34' 139.461t 37.561SP Ce 12136R 1701.05' 61.2311 1J69'S9r C10 387.74n 6W47.51" 22205R 1 Cif 20CAM 15746.3Y 310.12f1 76'2Y C12 C13 124.476t 190.41111111 1726'/41r 1502*51' 62.4111ft 75A7ft f736 W391W C14 135-VIt 31.26'32" 72.63ft 37'SY'SP Cis 9s.7/R 0753'44r 49A3f1 7159 Cis s9.071t 0T07'3f 44-"n 7'6Wsr C17 2B.19ft 52-03.1r'SW 155.44it 17'SW cis 92.56R 0715 46.39ft 9159• n 1 tag O Point of lGr Commencement ,10, �o- .� Point of .y9 B ieg nnin9l ?� +jr ?0oJf CDNLC 132. 5"E� LC132.97ft NWZG'32'E 36.66' % 4 k cN R9774 45" 1 t 183' 38' 16" L- C G N 7 0 CS 39a 4`s� -'ii Btvd. OCR Chenonceau i167� 9�2•- r t^ BLOC 26 s Q 32.52' o r s ' a i 50' 50' I3 9 4�,. 4''.s, \ / 104.97'_T �\ a 2 / OS' 'j9' 1\6,u (� 4�,y — �wh itiV� h �• 5 911`51CV an 2 1 3 1.83' W895 B1 COu— r 4 4 (0 a6EL L \ 1�e mom 1+ 17.09 — nor 5 .r , ` , _1,.39 ---2 < 144 F 'ems.—��• —. q 4 ? sna-t6,.9s' - -1 r-10o.00' - ti f °� %9f, 33,09, 3 / C4 _ --_-1 7.5' t:j I i' 1�. ZO i, / 1 7.5' _ .eta,• - 1 2 � 5`' �.,• 6 I 7 � � I C`► ," °� 59.9,' ems ' — �g.or ' S I r o J a- G� 11 a 30 1 _ ttoao' 6 � t-- -- a "� �'• 1 12 N 13 I s so' tteze- — B L C K 27 t J ,7.1& 9� �o oo• .— — Saw — y 4E�5— 12, IX — n O 8 F' ! 19.25' . N 97 A, — — .r —� nl I S88-13-37"E 354.59ft �N ——164.29' — 8 I 19'3 14 a e Dr1v",to�0 ' BLOCK 29 15 �Dur no 7 5 6 16 — ,1. 4 9 y4�"C / . / 9fra9 1 7 5�' _ 1.48' _ t0a� 95 — — i — s o- 5 —►r 3 504.521 i 1�9 50.08' 1 110.50' tloso' —" W 8 ,,r �� doh 7 SB710 a r� 25'25•II 19 \ 3 ids• �h,' s7. %a /� CI � vrn i I' I 4 S WN u- BLOCK 25 = 20 ` 1 , zto \ \\ 2 2 a 'J� f 5 % s \ 5 r _) \ „C4 21 t i IL 23 �. +�,. >C( 25, �— 2 5 r 8 / 0. I 194 12`Q1 Dl,,r .'I \>l0\�k Lod Sh once Court a r J I / �' 3 \� N �l II 7 ,er26 ^�! O 1720T U 24 IN \ �` �� J 'V F` C--) R597.96ft h 25 $ / i `'° CDS51'26'17"E 9z �' 2 6 \ \ 4P\ LC52.99ft p1 ,aa°+' r;� S42.00'03"W BLOCK/ 2 P 50.01ft N2,140,8fr �pjo7• l ,o9 1�, X9 � R741.20ft CDS14'37'49"W LC86.84ft /a 2 BLOCK R542.96ft CDS32' 13'00" E LC101.69ft May 16. 1994 Chenol Volley Phase 14A Legal Description Part of the S i /2 of Section 14, and part of the N 1 /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, Chenal 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 orc 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 Westerfy right—of—way line of Chenonceau 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 N8620'32"E, 36.66 ft.; thence Northeasterly and continuing along said Westerly right—of— way lire 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. ; thence 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 S8B'13'3YE, 354.59 ft.; thence S0002'26"W, 184.83 ft.; thence S53' l S 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 S37'00'52"W, 118.20 ft.; thence S82'10'17"W, 504.52 ft.; thence S6956'59"W, 273.23 ft.; thence S2656'13"E, 120.20 ft.; thence Southeasterly along the arc of a 542.96 ft. radius curve to the left, having a chord bearing and distance of S3713'00"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 Dearing 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 N5611'19"w, 109.85 ft.; thence Southerly along the arc of c 741.20 ft. radius curve to the right, having a chord bearing and distance of S14.37.49"W, 86.84 ft.; thence N7729'l1"W, 744.08 ft.; thence NOW36'49"E, 605.86 ft.; thence N35'45'42"W, 174.59 ft. to a point on the Easterly right—of—way line of Chenonceou Blvd.; thence Northeasterly along said Easterly right—of—woy line, begin fhe 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 N47.58'54"W, 90.00 ft. to the point of beg;nning, containing 43,5037 acres ,nore or less. 014 PVtio�-k3 �100, "`11411aleeerr,f,ff ,; 0"00 rV d N m 00 CD Cn I R 179.63ft CDN44'54'33"W LC35.65ft SWBTIONU Cu., fFasement Approved ✓ t2sement Required pate 14 8y f/1 CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER I, JOE D WHITE, 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 WITH THIS PLAT. ROCK SUBDIVISION RULES AND REGULAT NS HAVE BEEN COMPLIED WITH, D��DDATE E� ❑F EXECUTION OF EXECUTION JOE D. WHITE D.R. 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 SAIL RULES AND REGULATIONS. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO, 5033, ARKANSAS DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF REC❑RDING 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 K 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 i CHORDS. 5. RADII AT INTERSECTIONS OF STREET 1 RIGHTS OF WAY ARE 25' & ERROR OF CLOSURE; f10,00W 7. PAGIS MARKERS WERE SET AS SHOWN, 99 9y Cty 0nT?"C IDIU"C,C PLAT OF: LOTS 1-28 BLOCK 25, LOTS 1-5 BLOCK 26, LOTS 1-9 BLOCK 27, LOTS 1-11 BLOCK 28, LOTS 1-9 BLOCK 29, LOTS 1-3 BLOCK 31, LOT 1 BLOCK 32 Phase 14a FINAL PLAT An Addition to the City of k Signed Little Rock, Arkansas Lj WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201