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HomeMy WebLinkAboutS-1074-F Map 2e w s,3 9, °s9,� /ru © CDN03'58'38"E 105'S5'30 LC53.50' 2/ ! 92'33'55" 9 40 R726.06' ! i�spon Z ' 1 CDS12'10'07"W !!o ^!! sss- I LC 195.29) !,o 93'13'45" 92 ! I �� 10.21' 8646'23" ri 5 ob 9z335 r 86•0 120,00, 9�',;0 1 3 ro ! 151r h �Dr R681.06' 93'14'10* 92, I� �r CDN12'10'06"E M 990 112.24- a4' o� ^� LC 183.18'ru 7 Qj 70,n gJ,' J�r 4 f°' ;187 35og6dgi1 iO os' m � I 9L, Iv 10 1178'43'55" V 6.59' oo• Ag9, 25 N Q 1$16 9 l =N f'1 5 z 16 �j 120.00 �1 �1N k-� 104 IWI� CIS 11 0.15' 90- C 9 O ru I 7JSS• 10 I . vm I 6 -) I RANCH 5U80iv\SION s o0 120.00' 90'00, r� I ZRP NNg30 Y, PPGE 8Ta 6 1 v I PC�S BOOK CDl 10 M� 7 I^ 1 120.00, oo. N 9 � aoo. o o p z I cp `t ' I U xl 10 3 u LO N 1"1 I ma I a O Z 120.00' h sP _� o I401, p, J I O 9 N �o I IIui I 120.00' 9O'oo, 9 a00, I I I CD 10 io I I I^ CURVE LENGTH DELTA RADIUS TANGENT ARC DEF Six, � Cl 189.8, 15'27'29" 703.56' 95.49' 8'8'37' //� C2 112.05' 85'36'05" 1 75.00' 69.45' 76-23'40" ARKANSAS STATE PLANE COORDINATES N 171895.00 E 1172460,87 N 172207 48 E 1172485.15 ! O Q N 172332.47 E 1172499.82 / 7 N 172597.90 E 1172555.06 ® N 172565.51 E 1172626.79 ! N 172499.80 E 1172654.55 r N 172308.89 E 1172613.39 [ © N 171885.71 E 1172580.51 N 171844.27 E 1172622.43 N 172305.41 E 1172658.25 N 172484,48 E 1172696.86 O 1® N 172537.85 E 1172700.57 V i® N 172569.96 E 1172874.53 \ ® N 172296.12 E 1172777.89 \ \ R52.50' © N 171834 98 E 1172742.07 / CDS22'54' 1 1"E S6S LC71.34' 4 0,3 F \ \ a, 76.g0 13 _ —�5 `EASEMENT176.90 031co �� 5 4?6 a� 11q s os'k Inr R97.50' VI W N85 33'30"W 120.00, OCK 2, COt , ev0,)0 GE 8�8 CN�pgc)OK E, PP CD f z w C 3 ^ I 9 N 9 a 12G I nI II 9 120.0 I z INn C1 N C�I 0 la Nt I w rn 915 z a 120.00' w I I P9 O of Q0 � I`J C I i�i >2 � 1 o I I 120.00' I I �I C) 0 > 3 �I to 9d° 120.00' ,I of I CDI 14 �L 120 00' N85 3330"W 120.00' LOS iP CCON lP) a18 CHI BOOK P v 415 ^�1 C 0 0 r\ W 0 o I N 0 o (/ N 00 of a 9 0 0 C b 0 N 50 0 50 Scale 1" = 50 ft 150 R561 .06' CDS19'26'17"W LC290.40' LEGAL DESCRIPTION LOTS 1-10, BLOCK 2 Part of Tract B, Glenn Johnson Ranch Subdivision, located within the SE1/4, Section 14, T-2-N, R-14-W, Pulaski County, Arkansas, more particularly described as: Beginning at the northwest corner of Lot 11, Block 2, Chevaux Court, on Addition to the City of Lithe Rock, Arkansas; thence N04'26'30"E, 313.43ft.; thence N06'41'40"E, 125.85ft.; thence N 1 1'45'22" E, 271.1 1 ft. to the south and west right-of-way line of Chevaux Circle; thence S65'42'13"E along SET PAGIS MONUMENT said right-of-way line, 78.70ft.; thence southeasterly along 2078-0169 said right-of-way line, being the arc of a 52.50ft. radius curve to the right, a chord bearing and distance of S22'54'11"E, 71.34ft.; thence southerly along said right-of- way line, being arc of a 726.06ft. radius curve to the left, a chord bearing and distance of S12'10'07'W, 195.29ft.; thence SO4'26'30"W along said right-of-way line, 424.46ft. to the northeast corner of Lot 11, Block 2, Chevaux Court; thence N85'33'30"W along the north line of said Lot 11, 120.00ft. to the point of beginning, containing 1.8484 acres more or less, q r LOTS 5-14, BLOCK 1 Part of Tract B, Glenn Johnson Ranch SubdN4 ion, located within � �, -n the SE1/4, Sectiori.,,114, T-2-N;50� 14-W, .P,IIoski bounty, Arkansas, ,., more particularly described as: Beginning 'at the northwest tn!Apprl,+ed_ corner of Lot 15; Block .1,.Chevaux Court, an Addition to the e City of Little Rock, Arkansas, a point on the east right-of-way 1t Relturen — - line of Chevaux Circle; thence N04'26'30 E along said right-of- way line, 462.52ft.; thence northeasterly alongsaid right-of- wayline, being the arc of a 681.06ft radius curve to the right, a chord bearing dnd distance of N12'10'06"E, 183.18ft.; thence northerly along said right-of-way line, being the arc of a 97.50ft. radius curve to the left, a chord bearing and distance of NO3'58'38"E, 53.50ft.; thence N79'32'23"E, 176.90ft. to the west line of Tract B, Chevaux Court; thence southwesterly along said west line, being the arc of a 561 .06ft. radius cu•ve 1< to the left, a chord bearing and distance of S19'26'17'W, 290.40ft.; thence SO4'26'30"W along said west line, 462.53ft. to the northeast corner of Lot 15. Block 1, Chevaux Court, thence N85'33'30"W along the north line of said Lot 15, 120.00ft to the point of beginning, containing 2,0221 acres more or less. SET PAGIS MONUMENT 2078-0170 t.1r,E,EE�'1 -7 -9? LITTLF ROCK FLANS APPROVED EP,SEMENT APPROVE ' / ,., -- 9 EASLIAENT R".EQUIRED r � [iATL" jXf 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. WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE, SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. DATE OF EXECUTION INSTRUMENT NO. PIEDMONT CORPORATION 4001 East 13th St. North Little Rock, AR 73114 96- 3323 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 TIMOTHY E. DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION ENGINEER NO. 5033, ARKANSAS CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD 19 IN PLAT BOOK PAGE LITTLE ROCK PLANNING COMMISSION GENERAL NOTES: 1. 1 /2" 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 CHORD DISTANCES, 5 ERROR OF CLOSURE: EXCEEDS 1 50,000 -- "'sue-•.�.,,_ �cr�. 221 E Gpbo 110 ADDITIOIIAL EASEiREP;TS REQUIRED ADDITiOrIA iEh'EN)S ARE REQUIRED A5 Sfl V 1� PLA T OF LOTS 5 --14, BLOCK 1 AND LOTS 1 -- 10, BLOCK CIlFVAUX COURT AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS PHA SE 2 BEING PART OF TRACT B, GLENN JOHNSON RANCH SUBDIVISION PULASKI COUNTY ARKANSAS NVVbill[ L /Cs-,9A Ll lCilHfy iS�r A49190(=k =9 111VCo CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 w swfo C)FF COPY Job No 98-0378