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HomeMy WebLinkAboutS-0722-K Map 1I I 1 I BLOCKS 10 1 1 17 11 I i 12 1 13 1 14 I 15 1 16 21 4 N88'30'27'E I 37'S8'E 5�8� BLOCK 11 I ` 85,79' S88°03'36'E I I N80' Sp 9 /' n - 297,94' 69.93 2 �' OPJ9 14 .5 4453`- d --- - - �6a ` a 65.00' 39.44' o 17 o S 10 m 9 g $ g 7 N 3 ar3oA' ry�'g o'ao' _- y CONCRETE MARKER Z o o o z -- 6 �z SOUTHEAST CORNER ' SE 1 %4, NE 1 /4, S88°03'25'E -- --� y 25' Huildin=-- -_ " 5 p;� �� 15 4 lir:e b' � �'' 22.72ft---'�,.'� ,, Z�/�,. ^ SEC. 8, T-1-N, R-13-W 85.00' v / qd 8 1� L 84.72' -' 65-00' °a 65.00 53.37 �11 D4 v� �b y / /J69 id .1 . aC $6 1¢, a 00 g5p5 .. / MISTY CREEK DRIVE - 'eSz, ¢9."� /} 4 ! _` 4p / 68 00' - o % 1 sN w - 70,00, s, 65.00' 17.RY § y0 9• �p 65.00' .� 70.00'T�e 7000' ,69 + z19 s 20 Fti1"21 22 s 23 24 S 25 \ IQ' 11 , N'DjB., �J / ss i2.5�'I _ -I -- �ti � � / A994 BLOCK 14 710 N88°03'25'W 132.90ft ali °g,. g9� I I '�z 3 W 3 N 54 _re4 n d 65.82' i 76' 8.25' 8r'�? X 38 .31CHERRY LAUREL DRIVE -_ - - <(` 4 N88'04`59°'W ; 51.11' g - N, 40.62' °a tiry �10 82.92' CE, p N osb,' 8.13' a .ro vs 21) O 22 � J a L 52 W J . r. 02. 21 v O N\ N z 100.00' aB' \\7� �� �i y 'v ✓ P. `- I U � 2 /�L o c 23 o 'ga 9�i 99't ..J�. 51 35 S 32 105 GOQ O �' 18 48' , m aLLJ Ig t40� \ a vq s 129.62' �' , e° 36 f 24 50 '1T50'1C 31 '< .�� - M1 h' o,.' °;h• I �ln, 9 120.34' �� M 2' 725.93' d9\c qZd/ v 25 i s 37 '" LE �L. � ••'� FS"0?'2fi wg1d1 ' `? .. / 134.44.96 ,E `-, ' , 1 30 1r 'nr 49 �ry 'Ad9112, , y 38 J z/ rn k ✓. i �10e58'.c- 2 d n L72- s rg'9^ �zsxr - /° d,ti- 48 E2.%� ��� �9Sfs� �9610, 5.5 ' 29 86"9,20. 39 � 4-i-LC 4 7 . 27 28 aro 8618' ; 0• 4 0 ,p B� 46 o/ 4335 o, �BLOCK'13 V �/ 4 v I / 41 o? esaU 45 3980' 4 ? s. 44 43 ah CURVE # RADlUS DELTA LENGTH TANGENT CHORD/BRG I SJ ob / C) � 'i •le ' ' SS Su Pb� C1 150.78' 28.00'59" 73.73' 3762' 73.00' S74.04'03"E C2 150.78' 6610*00" 174.12' 98.22' 164.6V N60.45'21"E 134 C3 2864.79' 1'54'06" 95.08' 47.55' 95.08' 58707'29"E C4 150.78' 59.35'52" 156.84' 86-35' 149.86' NO3' 13'43" W C5 150.78' 8'25'30" 22.17' 11.11, 22.15' N06.08'13"E C6 150.78' 39.59'23" 105.24' 54.86' 103.1 V S37*13'42"E ,o I I BLOCK 8 16 I I 1 90. 84.43' 1d June c'1. 1'-"94 Legal Description Cher r v c, eek Arkansas, More partic, . - Southeast corner of :Corrected Plat), Little South line of the .3E1/4, NEi/4 said Section 8 .and being Southwest corner of Lot 16, Block 8, Cherry Creek, an A,;;,,, . the City of Little Rock, Arkansas; thence S88°00'44'E along the South line of said Lot 16, Block 8, 22.41 ft. to the point or beginning; thence S88'00'44'E and continuing along said South, line and along said South line extended Easterly 134.43 ft tc i Southwest corner of Lot 11. Block 10. said Cherry Creek, thence N88'30'27'E along the South line of said Lot 11, Block 10, 85.79 ft. to the Southwest corner of Lot 12 said Block 10i thence S88°03'36'E along the South line of said Lot 12 and along the South lines of 12, 13, 14, 15 8. lb, said Block 10, 298.77 ft to a corner on the South line of said Lot 16, Block 10; thence N80'37'58'E along the South Une of said Lot 16, Block 10 and along the South line of Lot 17. said Block 10, 69.93 ft, to the Southeast most corner' of said Lot 17, Block 10; thence N28°06'50'E along the Easterly line of said Lot 17. Block 10, 69.23 ft. to the Southwest corner of Lot 1, said Block 10; thence S61'23'01'E along the Southerly line of said Lot 1, Block 10, 101.28 ft. to the Southeast corner, of said Lot 1. Block 10; thence S58°29'29'E, 50.02 ft, to the Southwest corner of Lot 14, Block 11, said Cherry Creek; thence S61'22'47'E along the Southerly line of said Lot 14 Block 11; 104,94 ft.; thence S41°03'49'W, 123.26 ft, thence Southeasterly along the arc of a 175.78 ft. radius curve to the left. having c chord bearing and distance of S29'06'44'E. 73.33 ft.; thence S72'54'51'W. 49,50 Ft.; thence S40'33'40'W 9998 ft.; thence 101°19'15'W, 58.52 ft: thence �1`53'07'W 71.58 Ft.; thence -27'25 32'E 74,07 Ft.; thence S23°31'09'E 14796 ft., thence S18'32 57'W, 140.43 ft., thence S25'09'32'W 20338 ft., thence S16°34'34'W 65.87 fti thence S34'56'45'W. 168,36 ft.; thence N66°12'01'w. 335,JG ft., theme N27°50 25'W. 239.94 ft., thence N51 27'52'W 8395 ft: thence N35`43 04'E 19i.06 f t,; thence NOl 55 03'E 155.07 ft, thence N88'04 59'W 40.62 7t.: thence NO1 56 20'E 16506 Ft,, thence N88003 2' 5'W 132.g0 ft.; thence N01'54 12'E. 1648' ft; thence S88'24'24'E, 227L ft.; thence NO2°0151'E 104,90 ft to the point of beginning, _-ontammg acres more or- less CERTIFICATE OF OWNER LERTIFICATE OF SURVEYING ACCURACY 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 D❑ 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 REGULATIONS HAVE BEEN COMPLIED WITH. / r DATE OF EXECUTION 6-22-94 DATE OF EXECUTION ❑E D. WHITE D.R. PAGE REGISTERED LAND SURVEYOR ADDRESS NO. 534, ARKANSAS INSTRUMENT NO. CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL 1, 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 6-22-94 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 _ -_:ENE_,_AL_ NOTES : IRON PINS WERE SET AT ALL LOT CORNERS 2 ALL EASEMENTS SHOWN --ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3 JOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. SWEST CO. 4 DISTANCES SHOWN ALONG CURVES ARE CHORDS Easer,ent ApF end 5 RADII AT INTERSECTIONS OF STREET EasenY_nt Remimd RIGHTS OF WAY ARE 25' Date 7 ' 6 ERROR OF CLOSURE_---- /10,000' W 7. PAGIS MARKERS WERE SET AS SHOWN, ARKANSAS LOUISIANA GAS C. EASEMENT APP"OVLO EASEM c34DIRry PLAT OF: LOT 17, BLOCK 8 LOTS 2-10, BLOCK 10 LOT 15, BLOCK 11 LOTS 22-55, BLOCK 13 LOTS 1-7 & 19-25, BLOCK 14 CHERRY E. ip 1 PLANS APFRoVFr kASE1N`ENT AiN R--v_ _ rASE.?ENTR::r:l.hGGz DATE, An Addition to the city of Little Rock, Arkansas Part of the E 1/2', Section 8 T--1-N, R-13-W, Pulaski County, Arkansas © WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201