The URL can be used to link to this page

Home My WebLink AboutS-0722-G Map 4r December 8, 1993 Cherry Creek 5 Legal Description Part of the E 112, Section 8 and part of the SW 114, NW 1/4. Section 9, T-2-N, R-13-W, Pulaski County, Arkansas, more particularly described as: Beginning at the Southeast corner of Lot 74, Point West Third Addition, Phase 2A, (Corrected Platl Little Rock, Arkansas, said corner lying on the South line of the SE 1/4. NE 1/4, said Section 8; thence N02118'16'E, along the East line of said Lot 74 and along the East lines o1 Lot 75. 76, 77 and 78, said Phase 2A, 340.08 ft. to a point on the East line of said Lot 78; thence S68.00'27'E, H9.98 ft.; thence Northerly along the arc of a 1407.39 ft. radius curve to the left, having a chord bearing and distance of NO3'47'53'E, 15.42 ft.; thence S67'35'54'E, 166. 47 ft.; thence N05'It' 56'E, 70. 05 ft.; thence N54'31'36'E, 169.89 ft.; thence N50'09'36'E, 91.65 ft.; thence S89'25'24'E, 191.83 ft.; thence N31'58'041E, 123.72 ft.; thence N78'41'04'E, 231.62 ft. to the Northwest corner of Lot 11. Block 7, Cherry Creek, an Addition to the City of Little Rock, Arkansas; thence S1B'19'41'E, alongg the Westerly lines of Lots It. 12, 13 E 14, said Block 7; thence S28 42'28'E, along the Westerly lines of Lots 15 and 16, said Block 7, t40,50 ft. to the Northwest corner of Lot 17, said Block 7; thence S12 17'21'E along the Westerly line of said Lot 17, 79.66 ft, to the Southwest corner of said Lot 17; thence N77'21'39'E along the Southerly line of said Lot 17. 51.51 ft. to a point on the North right-of-way line of Cherry Laurel Drive; thence S12.30'21'E, 50.0 ft. to a point on the Southerly right-of- way line of said Cherry Laurel Drive; thence N77'21'39'E along said Southerly right-of-way line, 84.87 ft. to the Northwest corner of Lot 21, Block 4, said Cherry Creek Addition; thence S15'46'14'E along the Westerly line of said Lot 21, 105.78 ft. to the Southwest corner of said Lot 21; thence S07'09'14'W, 30.77 ft.; thence N75.08'16'W, 113.78 ft.; thence Southwesterly along the arc of a 180.78 ft. radius curve to the right, having a chord bearing and distance of 520155'29'W, 23.98 ft.; thence S24'29'25'W, 60.27 ft.; thence N65.30'351W. 189.34 ft.; thence S20'57'05'W. 233.33 ft.; thence N61'20'041W, 74.22 ft.; thence N6t124'341W, 104.95 ft.; thence N58.30'22'W, 50.09 ft.; thence N6t'23'28'W, 101.2E ft.; thence S28107'021W, 69.23 ft.; thence S80'37'26'W, 70.01 ft.; thence N88103'304, 298.02 ft.; thence S88'31'198 W, 85. 79 ft.; thence N88104'14'W, 156.84 ft. to the paint of beginning, containing 13.9654 Acres tore or less. CERTIFICATE OF SURVEYING ACCURACY 1, JOE D 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 26 5 \ 11 ROCK SUBDIVISION RULES AND REGULATIONS E 231, 62 s HAVE BEEN COMPLIED WI TH. NAB°41'p4__161.39''--`� o \V - - DATE OF EXECUTION JOE D. WHITE / BLOCK 7 33 0� REGISTERED LAND SURVEYOR 1`L / \ 1 2 NO. 534, ARKANSAS / tit •�~ eoy 23 ,1rn N \\ CERTIFICATE OF ENGINEERING ACCURACY �o � 0 / 24 LID n 0• I, TIMOTHY E. DATERS, HEREBY CERTIFY •� _ '.35' �� THAT THIS PLAT CORRECTLY REPRESENTS A \ PLAN MADE BY ME, AND THAT THE 22 \ 1 3 ENGINEERING REQUIREMENTS OF THE LITTLE S89' 25' 24' E ! 91. 83' 05- 39. 66' \ ROCK SUBDIVISION RULES AND REGULATIONS •�0,0�,�6� — — 94. 97'— — — — — — -96. 86'- — — �1 �\ / Sp OCO n� \ Y� \ HAVE BEEN COMPLIED WITH. 43 BLOCK 7 ° , �� \ ,25 p0 s 31 rc CERTIF LATE OF OWNER WE, THE UNL)ERS1GNED, OWNERS OF THE REAL ESTATE, SHOWN AND DESCRIBED HEREIN, DD 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 D. R. PAGE ADDRESS INSTRUMENT NO. 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. CR C� 25 'v �o �5�\- DATE OF EXECUTION TIMOTHY E. DATERS �y 4 0 v \ o 0.p0 50 R_ I s REGISTERED PROFESSIONAL DATE OF EXECUTION 'o 0 39 \ '\ I Q / 21 \ 14 ENGINEER NO. 5033, ARKANSAS 0 1 of \ y6NB' m \ CERTIFICATE OF RECORDING 41 / A5.95' 42 f \ *,% \ \\ \ �� w ,60 m 39.0' �� ' CHERRY CREEK 6 0 \ \ \ PLAT 800K D THIS DOCUMENT, NUMBER FILED FOR •g1�' o_ a 26 \ om 50, B L 0 C K 7 �'� \ 15 RECORD , 19 IN PLAT BOOK_ . PAGE 1569 PAGE i 42 gyp. f °' 62' 20 n s��• \ �, o �� .�� \N�, i 38 cri\ �2� - 1 \ , 50 R. m I 1 \ an o \ 14' f'- 4 , Lri ' eULLJ 9 ' \ \ o Y60. s6 cam. 0 -- -------i--� X� 43 / e6 �A1 V�� `� 13366 \\ 27 'o \\ 16 rr)i �• z�• C� �� / v a A 19 s 78 51. P7' \ 12\ s 2A \ oo \ \ \93 21' \ !2p 6q o J � z S8T 35' 54' E 166. 47' z I \e o \ 53 a5 37 m f� \ �, S88' 00' ZT E 119. 98' 116. 35' I c �o o0 - I / n N , n i 28 v , v w a BLOCK 7 25' DRAINAGE ENT 0 4q C6 n~ / 36 _ 1 \ \ \ W \ UTILITY EASEMENT m En 0 12 ti 50' m 4 I 94, 0 77 i `_ _ I 0 35 - 124'\ _ i f 6. 00' J 115.95'--�-� 0' en � I 1 L6. 75' o I - 15.0 1.5 \ G ` \ —r---- 82.25'---—65.00'-- z 19.96'-- �S a rn _�� c o — — - 84. 70'— — — 85. 00' — 43.5 10. 09' N m I I 57. A'- 0 -4446.15__''n ;6 a ' ; BLOCK 7 I o I —" 6 29 �e n \�`� N o E ea.er o I o 13 I - t_1 - 3 i —-— 1� K 39, 1 7? 21 N i occti I o r� I " 32 s p u; 47 46 113. 43' I 45 I 34 33 a 30 I w ¢ o c� I c ol I CID �� - ^ I I o NG L� ! / - �__ 48.60 12 02 22 3 C-\.I O M � I� v I L� - - - -- - '3UU� m a) I �m o O I - 50 `- --- - — 20" 31.6B' 56. 08' \ / B6' Cn m o z Cwn � W I uu _I 14 L - 88. 30' 65. 00' 4. 41' 28. 3 12. - ¢ ¢ CD I i2 m I (0 = 84_89' L _56. 86' 28. 15' 13. 44' 6 2 /S- 0� L3 m' D BL 0 C K 4 m o=0-¢ nCq Cl-��a I m 110.27 W-OO-D- BURY DRIVE75 z � � /\ J $9•3o3$• �o % �' N75C5 08'11� B7. 94' 21. 5B' 63.6g. ;�. 3. ;,8,o 82. 30' 65. 00-65.00, 65.00, 65.00' 51.27' 4.615 v Q - - - 5. 45' mo 4 017 4 mI 1 i 12 w i 3 14 Lri15 16 /'' tip' Ns� 3 10 2 0h' co r / o• •2 2e,1 e 13 R a — — — I o 16Ln — r6 I BLOCK 10 7 Q / 5 -- -- - - -65-.-00 - - - b5.-M-- - - -65-D5 - - - - - - •0 9 / o ti Tr . , 0 y • • • __ N88 04 14 N ! 56. 84 S88 31 19 N 85. 79 NB8 03' 30' W 298. 02' 26' K i� 01� -- — — --- $ CONCRETE MARKER - - N �dD 7y i 4 - - - - \ "'� -- SOUTHEAST CORNER 2?• 6�. 10.v SE 1/4, NE 114, y 50 2q'3q• 95' %, 5 j SEC. 8, i-1-N, R-13-14 9 . 14, 12. � N81'20'04' M 74. 72' GENERAL NOTES. 1. 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: 0. 37' / 10, 000' 7. PAG1S MARKERS WERE SET AS SHOWN. 50 0 100 NSM NEW GRAPHIC SCALE (,N rEFT Curve * Radius Delta Length Tangent Chord/Brg C1 150. 78' 37' 14' 25' 98. 00' 50. 80, 96. 29' N05-57-40. lE C2 954. 93' 2' 46' 34' 46. 27' 23. 14' 46. 27' S78-58-24. 7W C3 238.73' 51'12'59' 213.40' 114.42' 206.36' S54-11-01.4W C4 150. 78' 39' 11' 14' 103. 13' 53. 67' 101. 13' N79-41-44. 9W C5 238.73' ii'09'22' 46.48' 23.32' 46. 41' N86-21-49.4E C6 75. 00' 61055' 41' 81. 06' 45. 00' 77. 17' N32-54-20. 9E C7 1432.39' 2036't5' 65.It' 32.56' 65.10' 503-43-32.2W C8 286. 48' 3' 26' 32' 17. 21' 8. 6F 17. 21' S03-18-24. OW LITTLE ROCK PLANRING COMMISSION Plat of Lot 22 Block 4, 6 Lots 18-48 Block 7, Lots 12-16 Block 8, Lots 1 6 11-17 Block 10 CHER-11Y CREEK An Addition to the City o f Little Rock, Arkansas Part of ther E 1/2, Section 8 and Part of the SW 1/4, NW 1/4, Section 9 T-2-N, R-13-W, Pulaski County, Arkansas ® WHITE- DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201