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HomeMy WebLinkAboutS-0867-HH Map 2N S3'S3 3O E .3I 02" 5 N g1 ° ID � E Z/z y 503 Oras! Al Bd °331 '52 "E 407 67' O 2= /aGz 39' G9 °5B Q P�rvate Access Eas f s STATE PLANE COORDINATES i 77 ACT H �A CHENAL VALLEY PHASE 8 70 0 _ 70 0' /767 ✓'-t 1 ti 760 h° w - X O' _ s'• 7..0 \ 0 - e0 _ _ .-:f. ,p "'• --\ ^'•-*"-•-. . POINT NO. NORTH EASTING 35 " 35 ti.o5 1 160567.30 1172673.7720— 14 2 160933.13 1172185.643 OCK 3 161042.60 1172101.58T 4 161215.26 1172574.08 5 161227.26 1173041.60 ZG \ \`�•'' "��'7// 6 161250.22 1173264.83 /5 7 161263.81 1173341.56--A 2732 3/ .30 8 161264.70 1173402.38 V N O �'•, 9 161261.42 1173433.23 10 161121.68 1173489.98 1 11 161129.21 1173508.51 f4, .I I , Q a• \ 23 /� / 12 160543.76 1173746.25 6 u " r a 13 160537. 69 1173748. 75 \� $ •� ? I TRACT 'E' °� w �,✓?' �p'B� / , 14 160248.49 1173343.97 v CNENAL VALLEY DRIVE �f-r' N 92 80��� „� C J ,, m 4y. 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White, hereby certify that this filed for ^ \ This document, number (1� /', 95.tf'% plat correctly represents a boundary survey in Plat Book / l / record 19 Q� made by me and boundary markers shown hereon !!,^ /try /�?9?�� actually exist and their location, type and Page d•J \ Ss- a U6'9 G s .I material are correctly shown. �S\ O A� ame Date of Execution Joe D. White g0 1A •C \ /�g ' Registered Land Surveyor ta,n•••°•°,°° \�'� s' " \\ \ P (� - p �, No. 534, Arkansas d%o'�G�STE,&EO ,'''i �S \ s '`SO' \ O �\ 'it /�l /' //, 'L - � � � r,'• STATE OF \�h vcc CERTIFICATE OF ENGINEERING ACCURACYARKANSAS NO. 534 •' �' \ I, Timothy E. Daters, hereby certify that this t. , �p�\ \ — plat correctly represents a plan made by me, tf •.OF �. \ Q \ y rc and that the engineering requirements of the %,°'•.,,,,, c0\- ; \ �� `�p 1, 3>ei•- Little Rock Subdivision Rules and Regulations •,.'q(, LAB a: \ � \ C T� a^ 3g8 z 30 3>o n r� have been complied with. ''°•„••aa O 3 .. /•+y10 / 32 ' ��\ n / 3�.. D=�o LITTLE ROCK " 'so `'hy �'s9,, _ - ` MUNICIPAL WATER ��''MIK Date of Execution Timothy E. Daters � \ \ / P �y, /, _a � � i •�+^ Registered Professional /O, '7� Engineer No. 5033, Arkansas a, kansas" \� 9 •' ?_� �j �- - PLANS APPROVFD � \\ 8 / / \ v % \_ EASEMENT APPROVED CERTIFICATE OF OWNER �^ \ /Q / EASEMENT REQUIRED BATE We, the undersigned, owners of the real es- �SZ �S� \\ ' ` •y n / / 1. -� tate 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 no this plat. \ Jff Part of the SW1/4, Section 25, Part of the SE1/4, Section 26, Part of the NE1/4, \ � - ' '.. �� � _ .- � �-�-- �i/ BLr/V I"I Section 35 and Part of the NWl/4, Section 36, all in T-2-N, R-14-Wa Pulaski �iT� --- Count Arkansas more particularl described as: Be inning at the intersection re vf i V �9 Date of lxecution 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 docu- ment is hereby accepted. This certificate is hereby executed under the authority of said Rules and Regulations. Date of Execution Little Rock Planning Comiss ion of the Southerly right-of-way line of Chenal Valley Drive and the Westerly right- of -way line of Chenal Parkway; thence S22003'E along the Westerly right-of-wayC I N E N 4. L �Q LEY line of said Chenal Parkway, 150.82 ft.; thence N67057'E and continuing along { \ \\ ,i'// /97 said Westerly right-of-way line, 20.0 ft.; thence S22003'E and continuing along „ said Westerly right-of-way line 631.88 ft.; thence Southeasterly and continuing along said Westerly right-of-way line, being the arc of a 5809.58 ft. radius _- ��/.�K - curve to the left, havinga. chord bearing and distance of S22017'58"E, 6.57 ft.; thence S54030'27"W, 497.47 ft.; thence N64030'30"W, 742.17 ft.; thence- 610.00 ft.; thence N37028'06"W, 138.02 ft. to on the N53°05'54"W, a point Southerly right-of-way line of Chenal Valley Drive; thence Northeasterly along Cr6 r'4 � i4' `~`' �,�1�.5K1 COUI�IT� A�KQ�+G]�GJ. said Southerly right-of-way line, being the arc of a 788.51 ft. radius curve to Tf//5 ,�/��E�'r the right, having a chord bearing and distance of N69058'44"E, 503.06 ft.; thence 1488034'52"E and continuing along said Southerly right-of-way line, 467.67 ft.; thence Northeasterly and'continuing along said Southerly right-of-way line, being 3✓r 77 : r,• T the arc of a 1462.39 ft. radius curve to the left, having a chord bearing and - distance of N84010'50"E, 224.41 ft.; thence Easterly along said Southerly right-of-way line, the following bearings and distances: N80°00'28"E, 77.92 ft.; N89012'50"E, 60.83 ft. and S83053'30"E, 31.02 ft. to the point of beginning, Rd I, 50 Q 57 - containing 23.2649 Acres more or less. �anr9 _ © WHITE-DATERS 6 ASSOCIATES, INC. CIVIL ENGWEERING, LAND PLANNING 6 DEVELOPMENT, SURVEYING ✓! Ci l 'J ! l M.� P NTS La /' Grt-7phlc Sc, - FCC/ 10 401 Victory Street Little Rock, Arkansas 72201