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HomeMy WebLinkAboutS-0867-BBBBBBB MapPAGIS Marker #2074 W wo° TRACT 4A \ ¢ cyF2 CHENAL VALLEY a E 15 (UNRECORDED) �$O"\p BANK OF THE OZ_ARK:'"� 1a ��i. s s O THIS PLAT - S5g�10 VICINITY MAP ARKANSAS STATE PLANE COORDINATE♦ i NORTH ZONE N 157326.88 E 1174775.07 - N 157269.76 E 1174793.41 j N_157205.74 E 1174594.10 N 157325,57 E_117_4144.73 R1497.39' / N 157456-39- E 1174025.56 CDN32'27'10"E j LC 1292.32' N 157580.37 1173819.47 i N 157616,86 _E E - 1173677.30 N 157584 61 E 1173630 12 157599 00 E 1173510.99 i _N N _ 157993.97 _ E 1173558 71 N 159084 48 _ E 1174252 17 N 159 i t 0.04 E 1174293.11 N 159154.26 - E 1174382.81 N 159188.69 E 1174437.94 \�1 / N_159_216.31 E 1174444.41 N 159075.11 E 1174531,43 N 158982.69 _E 1174315.73 R1377.39' _ N_ 157979.58 E 1173677.84 CDS32'27'1("W N 157720.79 E 1173646.58 LC1188.76' N 157679,43 E 1173674.86 _ N 157638.49 E 1173834.39 N 157496.79 E 1174069.92 / N 157365.98 E 1174189.08 N 157262.87 E 1174575.75 Q Nq I is I <h 0 n rn I C M �p 0 N LLJ co ! R38.00' CDS34'21'33"E z II 19 LC50.11' 20 S75.36, 24" -_...�^ 1 64.20 • E t 9 N$3'06'42"?a� N7j 36'24"W 'a �, 12o.00' ® 46. fig• R38.00' CDS55'38'27" W LC57.14' R420.00' CDN58'58'09"W LC240.51' SIC, A CENTERLINE CURVE DATA O,g� CURVE LENGTH DELTA RADIUS TANGENT Cl 457.10' 6'28'28" 400.00' 257.1V C2 261.35' 33 i6'32" 450.00' 134.47' C3 - 1278.22' 51'07'44" 1432.39' 685.19' ta R480.00' CDS5958'09"E LC274.8T '00 RAILING PAGIS Nj5 20,54" E 100 0 100 \ Scale V = 100 f t 1 �f \ a \ x t TRACT 5 CHENAL VALLEY (UNRECORDED) DELTIC TIMBER CORPORATION © R370.00' CDS7904'07"E LC400.18' \ 09 34 - 0 SIT og 3 N R430.00' CDN7504'07" W LC465.08' R JD 46' CDS88`01"8"W $tip' LC216-.26' o - 12 2 S17*48'?1"E 02 60.00, CERTIFICATE OF OWNER RIGHT-OF-WAY DEDICATION WE, THE UNDERSIGNED, OWNERS OF THE REAL A TRACT OF LAND IN SECTION 36, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS ESTATE, SHOWN AND DESCRIBED HEREIN, DO BEING MORE PARTICULARLY DESCRIBED AS: HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND DO HEREBY STARTING AT THE CENTER OF SAID SECTION 36; THENCE SOI*02'12"W ALONG LAY OFF, PLAT, AND SUBDIVIDE SAID REAL THE EASTERLY LINE OF THE NE 1/4 SW 1/4, SAID SECTION 36, 1021.60 FT. TO A POINT ESTATE IN ACCORDANCE WITH THIS PLAT. ON THE CENTERLINE OF CHENAL PARKWAY; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE, BEING THE ARC OF A 2864.80 FT. RADIUS CURVE TO THE RIGHT, 300 A CHORD BEARING AND DISTANCE OF S12701'17"E, 208.28 FT.; THENCE S80'03'43"W, 80.00 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF SAID CHENAL PARKWAY; THENCE NORTHWESTERLY ALONG SAID WEST RIGHT -OF- TIMBER CORPORATION DATE OF EXECUTION DELTIC TIM WAY LINE, BEING THE ARC OF A 2784.80 FT. RADIUS CURVE TO THE LEFT, A CHORD # 7 IC TIM Club Blvd. BEARING AND DISTANCE OF N11'54'08"W, 190.89 FT.; THENCE S76'O8'O1"W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 10.00 FT.; THENCE NORTHWESTERLY Little Rock, Arkansas AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, BEING THE ARC OF A 2774.80 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N17'21'59"W, 338.81 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF LA GRANDE DRIVE- THENCE D.R. 621 233 WESTERLY ALONG SAID NORTH RIGHT-OF-WAY LINE THE FOLLOWING: (1� PAGE S29'29'01"W, 68.76 FT.; (2) S68'10'36"W, 47.40 FT.; (3) NORTHWESTERLY ALONG THE ARC OF A 447.46' RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N8533'19"'W, 172.35 FT.; (4) N74'27'04"W, 198.07 FT.; (5) WESTERLY INSTRUMENT NO, ALONG THE ARC OF A 507.46' RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S88'52'18"W, 291.26 FT. AND (6) S72-11'39"W, 40.22 FT. TO THE POINT OF BEGINNING; THENCE S1748'21"E, 60,00 FT.; THENCE S72'11'39'W, 209.34 FT.; THENCE WESTERLY ALONG THE ARC OF A 430.00' RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N75'04'07'W, 465.08 FT.; THENCE N42'19'53"W, 176.95 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 420.00' RADIUS CURVE TO THE CERTIFICATE OF SURVEYING ACCURACY LEFT, A CHORD BEARING AND DISTANCE OF N58'58'09"W, 240.51 FT.; THENCE N75'36'247W, 146.79 FT; THENCE SOUTHWESTERLY ALONG THE ARC OF A 38.00' RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF CyTSTEI2 I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS S55'38'27"W, 57.14 FT.; THENCE N83'06'42"W, 120.00 FT.; THENCE N06'53'18"E, � •..•• •••,-�% *%..: PLAT CORRECTLY REPRESENTS A BOUNDARY 397.84 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 1497.39' RADIUS CURVE ? sT ''°1' SURVEY MADE OR VERIFIED BY ME, ALL TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N32'27'10"E, 1292.32 FT.; F A SAs THENCE N5901'027E, 48.27 FT.; THENCE N63'4523"E, 100.00 FT.; THENCE : i 1281 MONUMENTS REQUIRED ACTUALLY EXIST AND N58'01'02"E, 65.00 FT.; THENCE N13'11'11"E, 28.37 FT. TO A POINT ON THE ' ARE CORRECTLY SHOWN HEREON AND THAT ALL EAST RIGHT-OF-WAY 0 WAY LINE OF CHENAL PARKWAY, 100.00 FT. FROM THE CENTERLINE SURVEYING REQUIREMENTS OF THE LITTLE THEREOF; THENCE S31°38'39"E ALONG SAID EAST RIGHT-OF-WAY LINE, 165.86 FT.; °ti cs ° w•' ' a,�P '9 M°..'' � THENCE 56648'24'W, 234.66 FT.; THENCE SOUTHWESTERLY ALONG THE ...... ROCK SUBDIVISION RULES AND REGULATIONS °� HAVE BEEN COMPLIED WITH. ARC OF A 1377.39 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND °^�N9LLA1`�G�.•° DISTANCE OF S32'27'10"W, 1188.76 FT.; THENCE S06"53'18"W, 260.67 FT.; "" ,,„"„ .•• THENCE SOUTHEASTERLY ALONG THE ARC OF A 38.00 FT. RADIUS CURVE TO THE LEFT, �y�^ A CHORD BEARING AND DISTANCE OF S34'21'33"E, 50.11 FT.; THENCE S7536'24 E, ( �h 164.70 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 480.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S58'58'09"E, 274.87 FT.; DATE OF EXECUTION PAUL M. WHITE THENCE S42'19'53"E, 176.95 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A REGISTERED LAND SURVEYOR 370.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N0. 1281, ARKANSAS S75'04'07"E, 400.18 FT.; THENCE N72°11'39"E, 209.34 FT. TO A POINT ON THE SAID NORTH RIGHT-OF-WAY LINE OF LA GRANDE DRIVE AND THE POINT OF BEGINNING, CONTAINING 311,146 SQ. FT. OR 7.1429 ACRES MORE OR LESS. R447.46' CDN85`33' 19" W d?q•2;1,0 LC17235' 8S 0;" W P`^rPC e�oN�� 'l TRACT 13, CHENAL VALLEY GMAC CENTER PLAT BOOK F, PG. 937 f4rA`&'� f CERTIFICATE OF ENGINEERING ACCURACY All �A�N' ' A S-\ I, TIMOTHY E. DATERS, HEREBY CERTIFY R PRE61S*PROFESSIONAL% THAT THIS PLAT CORRECTLY REPRESENTS A BNCINERf� PLAN MADE BY ME, AND THAT THE CERTIFICATE OF RECORDINGS ENGINEERING REQUIREMENTS OF THE LITTLE 2007096860Received: 12126/200710:07:29AN! ROCK SUBDIVISION RULES AND REGULATIONS Recorded: 12/26t2D07 10:13:35 O Filed $. L,y b f THIS DOCUMENT, NUMBER Recorded in Offi -ial R� O'BRIEN. T l HAVE BEEN COMPLIED WITH. RECORD , 20 PULASKI WLpETXpWopCOUNTY CLERKFee 9 a 00 a";.NF DATE OF EXECUTION TIMOTHY E. DATERS �g_ L+. REGISTERED PROFESSIONAL a� /SAS uc aoa709to gs9 ENGINEER NO. 5033, ARKANSAS e LI r aE¢ yC GENERAL NOTES: _ �7 z" • J1 1. ERROR OF CLOSURE: EXCEEDS 1: 50,000 2. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE CERTIFICATE OF FINAL APPROVE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. 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 LITTLE ROCK PLA� COMMISSION RIGHT-OF-WAY DEDICATION PLAT RAHLING ROAD & LA GRANDE DRIVE ARKANSAS SYSTEMS OFFICE' PA,??X CHENAL VA L L E Y \ LITTLE ROCK, ARKANSAS SYSTEMS DRIVE PART OF SECTION 36, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS AUGUST, 2006 0�0'¢� �VVI[llJLfilV•'"l!//A((!/S,M mSf11VYY04.JlAlT= 1{ 4C-- CIVIL ENGINEERING, LAND PLANNING do DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE L1rTLE ROCK. ARKANSAS 72223 Job No. 06-668P