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HomeMy WebLinkAboutS-0867-VVV Map 1/ � l 24Plot 25 Sk E � pg./ �© l stock ?S 26 / 27 / \ �o n do E / 28 �" nsw 5371 R741 20' 60 0 60 Scale 1" = 60 f t ,LST� 180 `v V3 j� 8 CDN 14!37'49" E `SS o %o N9 (J�oiy 107,eg, LC86.84' �>>. \ , (� WW31 / 'ro lg F / 13 ��VP 1 31 5 1e7 es, O c> 2 a 1wz1 a E PAGIS MARKER 2078 32 2 33 N�r2D� a a\ ,� \ci O •'t 35 N77 4 96.1g1 o Edmt. W 346.86, 114.47' ,� / � p10 3y Sg ? 4940, 29 p O _ // �~ , \ 22 •yid 1 t \ �� j \ IV / .� k �A�01 \\ e90eS6436So• Fjp9 10 \s-a _ 5� i° 3 ,�?�<W V`�✓rT 2 a b \ rrso\ , v® q 10 F 87 4 860- �o J `t LEGAL DESCRIPTION //Sti ,a V/ ARKA3AS LREGI*SWRE9 NALER EER �� )Pe E. 4 A" / 'f 'J� \ \ JJ�F �,y Q \ woo l�.� Ali \ \ �, 1 " 81 . 15' Esmt. e0{ \ 9 S>\ \ �f? ® 5 3® $%4.55 o. 25' 91d9 IxN I ��-7.5' \ \I�� \ \ ^4°, ry ^b 4.0$' � 1 1. $��� \ \ 1 1 Ar. 9) 75 0 36 37 \ g- \ ?S 6 B i the`� v1 R2S.0p. 7 rova / L 34y38 0 1S"e od'1d 3 8 '\ (Pf a° �a w� \ 143.03' gg•T� 113,8� e \ ��^ ��`� 00 6 9Q \ N83'24'34-W 96! ` -� / 221.83' 1 9 gg��\938 `QL 13 2 �49029"� ® q e4 3 9 \ 8 156.31' �p116�g 7 /? ?$'� 1�49, , 3J°. 1 to �, VG91. / / A` ��j C2 bCyo'oQ b t°b� y^b 9> j''qn(C 1'~ ^� \\ A2-0 3007 0N 44 t�os35°5\ PART OF THE N1/2, SECTION 23, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 1, BLOCK 32, CHENAL VALLEY, AN ADDITION TO THE CITY OF 117LE ROCK, ARKANSAS; THENCE S56'11'19"E ALONG THE SOUTH LINE OF SAID LOT 1, 109.85 FT. TO THE SOUTHEAST CORNER THEREOF; THENCE S59'28'35"E ALONG THE SOUTH UNE OF LOTS 13 AND 12, BLOCK 32, SAID CHENAL VALLEY, 235.10 FT. TO THE SOUTHWEST CORNER OF LOT 11, SAID BLOCK 32; THENCE S64'36'50"E ALONG THE SOUTH LINE OF SAID LOT 11 AND LOT 10, SAID BLOCK 32, 220.00 FT. TO THE SOUTHWEST CORNER OF LOT 9, SAID BLOCK 32; THENCE S74'55'OTE ALONG THE SOUTH LINE OF SAID LOT 9, 111.80 FT. TO THE WESTERNMOST CORNER OF LOT 8, SAID BLOCK 32; THENCE S18'35'43"E ALONG THE WEST LINE OF SAID LOT 8, EXTENDED 161.39 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY UNE OF NOYAL DRIVE; THENCE NORTHEASTERLY ALONG SAID SOUTH RIGHT-OF-WAY LINE, BEING THE ARC OF A 311.48 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N6730'29"E, 91.99 FT.; THENCE N54'00'58'E AND CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE, 48.82 FT.; THENCE EASTERLY AND CONTINUING ALONG SAID SOUTH RIGHT- OF-WAY LINE, BEING THE ARC OF A 25.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S79'20'15"E, 34.38 Fr. TO A POINT ON THE SOUTH RIGHT-OF-WAY UNE OF EQUENNES DRIVE; THENCE EASTERLY ALONG SOUTH RIGHT-OF-WAY LINE OF EQUENNES DRIVE, BEING THE ARC OF A 215.98 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S73'45'16"E, 266.05 FT.; THENCE N6613'440E AND CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE, 69.67 FT.; THENCE S21'46'167E, 125.81 FT.; THENCE S73'31.02"W, 250.69 FT.; THENCE N70'17'34"W, 200.38 FT.; THENCE S7722'30"W, 161.69 FT.; THENCE N89'00'11"W, 149.42 FT.; THENCE N71'49'30" W, 127.56 FT.; THENCE N6432'23"W, 351.37 FT.; THENCE N83'24'3eW, 221.83 FT.; THENCE N77-44'03"W, 346.86 FT.; THENCE N09'17'40'W, 218.73 FT.; THENCE N2920'32"E, 176.64 FT. TO A POINT ON THE SOUTH LINE OF LOT 24, BLOCK 25, SAID CHENAL VALLEY; THENCE S7729'11'E ALONG THE SOUTH LINE OF LOTS 24, 25, 26, 27 AND 28, SAID BLOCK 25, EXTENDED 537.18 FT. TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF BAYONNE COURT; THENCE NORTHERLY ALONG SAID EAST RIGHT-OF-WAY LINE, BEING THE ARC OF A 741.20 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N1437'49"E, 86.84 FT, TO THE POINT OF BEGINNING, CONTAINING 11.5551 ACRES MORE OR LESS, CERTIFICATE OF SURVEYING ACCURACY 1, PAUL M. WHITE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME. ALL MONUMENTS REWIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED NTH. DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATEOF OWNER 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. DE_QC TIMBER CORPORATION 7 C NAL CLUB BLVD, DATE OF EXECUTION OCK. AR 72223 tin. ''' / D.R. 621 PAGE INSTRUMENT NO. CERTIFICATE OF LNGINFERINQ ACCURACY RTIFI .A OF FINAL PPROVA I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY ROCK SUBDIVISION RULES AND REGULATION5. ACCEPTED. THIS CERTIFICATE IS HEREBY HAVE BEEN COMPLIED WI EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING ENGINEER NO. 5033, ARKANSAS COMMISSION CERTIFICATE OF RECORDING THIS DOC ENT, NUBER '�" FILED FOR RECORD 19N IN PLAT BOOK PAGE ejc14c�,_ CAROLYN STALEY, Circuit County Clerk & Recorder GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN =--=Z ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. LOTS WITH ROUNDED CORNERS ARE ••••.°���"�'�a� MEASURED TO A POINT OF INTERSECTION ••+' t\E Chgo OF LOT LINES AND NOT POINTS ON A .• �. F GiJ CURVE. : :e''':�. l s° T O w 4. DISTANCES SHOWN ALONG CURVES ARE • i's,. y CHORD DISTANCES. f 5. ERROR OF CLOSURE: EXCEEDS 9: 50,000 5wN IwvrR,` �� I BLOCK 26 I \ O/Ot 29 0 13 9. 12 ` I �a \ ? I Plat l3k.'F, pg. 81 J I g"E N6 69. 3?2 C A'�y� e�fi5 k5�� 1D5. 3' — — l-`0�1 ��, \ \-` 2. 'jam / i S\ Ens O�� Q unrecorded �c^ CURVE LENGTH DELTA RADIUS TANGENT .T 1-- ' I ' — •� NS s C1 15.21' 1'1819" 666.20' 7.60' C2 117.81: W0010d 75,00' 75.00' C3 111.3611'08'09" 572.96' 55.86' C4 152.30' 1513'49* 572.96' 76.60' C5 188.08, 3736'57• 286.48' 97.57' ARKANSAS STATE PLANE COORDINATES NORTH ZONE 1 N 170259.25 E 1170342.76 2 N 170198.12 E 1170434.03 3 N 170078.72 E 1170636.55 4 N 169984.40 E 1170835.31 5 N 169955.31 E 1170943.26 6 N 169802.34 E 1170994.73 7 N 169844.81 E 1171076.33 8 N 169873.50 E 1171115.84 9 N 169867.13 E 1171149.62 10 N 169712:71 E 1171405.05 11 N 169818.55 E 1171469.75 1 N 169701.71 E 1171516.42 13 N 169630.58 E 1171276.03 14 N 169698.15 E 1171087.39 15 N 169662.51 E 1170929.61 16 N 169665.41 E 1170780.21 1 N 169705.20 E 1170659.01 16 N 169856.25 E 1170341.76 19 N 169881.71 E 1170121.40 20 N 169955.40 E 1169782.46 21 N 170171.26 E 1169747.13 2 N 170336.88 E 1169808.54 23 N 170175.23 E 1170320.82 1-6 3100" / /h 42 N I47 43 ��� �,�° ,a .�° i " 40' ERmt. C� co 46 o p5•� !e� / /�0 4mt. t / N��•4g,30" �,56 �6� _ ` — — �61.61) 12? 56, N89.00' 11 W 4 149.42' 1s S7722 30" w fig, �'60 I 51 3 PLAT OF LOTS 29-47 TRACT F LOTS 2-7 BLOCK 25 BLOCK 25 BLOCK 32 CHM;Nk]L V ��I,I. m P AN \ ID 111 I I t 111 \ TO I I:I11' L I I G I' ` Lr= 1RO1 la. ARMANSAS '' !� To be known as "BAYONNE COURT " Community { �DECEMBER, 1998 13VV lL7ldL I! JLi-/{L1��� 1: �L/4:�y ,WC / ` / CIVIL ENGINEERING, LAND PLANNING do DEVELOPMENT, SUPVEYING S— �{ 6 -7- V V 401 V'CTORY S'M'77 L`'Ti v