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HomeMy WebLinkAboutS-0867-WWWWWW Map/ i t 1 1 I ' 69 \�.0. \ 61 wader\1�e �� 0� N N,111 �11°1sp G�O�P01 \ G��✓ 5T� S�ti a o c •f' v �o l / / / / / / 'N G .......... / pt KY'"SAS ••••'d 1281//, a \ p slc ATL \ \ \ 100 0 100 300P I AT •...............• Scale 1" = 100 ft LEGAL DESCRIPTION LOT 1, TRACT 5, CHENAL VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS: STARTING AT THE CENTER OF SAID SECTION 36; THENCE S01'02'12"W ALONG THE EASTERLY LINE OF THE NE 1/4 SW 1/4, SAID SECTION 36, 1021.60 FT. TO A POINT ON THE CENTERLINE OF CHENAL PARKWAY; THENCE / /R1377.39' CDS42'47' 18"W ? LC723.61' / ucl- ,y0 LOT 8 y N F' 11Y / s sz, Fm °0 5T o6�0 / /93 E m R218.00' E 6g9558 F C) / c CD N 88.06'29 N ��4J �,� N 72.43, LC 143.21 97 h$A9� / �0.a q?3j0`W 1p. �� / O R314.33' CDS61'35'59"E / LC95.66' t0 / R1377.39' CDS32.21'21 "W / LC230.34 TRACT 5A (UNRECORDED! 9.9857 ACRES SOUTHEASTERLY ALONG SAID CENTERLINE, BEING THE ARC OF A 2864,80 FT. • F \ \ �' \ \ RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S12'01'17"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 �9 NORTHWESTERLY ALONG SAID WEST RIGHT-OF-WAY LINE, BEING THE ARC OF \ c��o\ �6'\ ��p \ �� A 2784.80 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND O DISTANCE OF N11'54'08"W, 190.89 FT.; THENCE S76'08'01"W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 10.00 FT.; THENCE \ \ NORTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, \ pp0 \ \ BEING THE ARC OF A 2774.80 FT. RADIUS CURVE TO THE LEFT, A CHORD \ G� BEARING AND DISTANCE OF N1T21'59"W, 338.81 FT. TO A POINT ON THE E,St!� \ \ \ NORTH RIGHT-OF-WAY LINE OF LA GRANDE DRIVE AND THE POINT OF BEGINNING; THENCE NORTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE OF CHENAL PARKWAY, BEING THE ARC OF A 2774,80 FT. o9g \ \ \ RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF p<oc \ \ N22'21'10"W, 144.68 FT.; THENCE N66'09'11"E AND CONTINUING \ \ © Jt` �5 \ ALONG SAID WEST RIGHT-OF-WAY LINE, 10.00 FT.; THENCE NORTHWESTERLY t� • \ \ \ AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, BEING THE ARC OF A 2784.79 FT. RADIUS CURVE TO THL LEFT, A CHORD BEARING AND DISTANCE OF N27'44'23'V, 378.14 FT.; THENCE N31'38'39"W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 1010.69 FT.; THENCE S5621'21"W AND \ \ \ \ CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 20.00 FT. THENCE N31-38-39-W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 466.00 FT.; \ \ THENCE S6648'24"W, 234.66 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A \ 1377.39 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S42'47'18"W, 723.61 FT.; THENCE S32'10'39"E, 1405.64 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 370.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N72'26'16"E, 3.15 FT.; THENCE N72'11'39"E, 209.34 FT. TO A POINT ON THE SAID NORTH RIGHT-OF-WAY LINE OF LA GRANDE DRIVE; THENCE N72'11'39"E ALONG SAID NORTH RIGHT-OF-WAY LINE, %9 \ \ 40.22 FT.; THENCE EASTERLY AND CONTINUING ALONG SAID NORTH RIGHT- OF-WAY LINE, BEING THE ARC OF A 507.46 FT. RADIUS CURVE TO THE \ \\ \ \ RIGHT, A CHORD BEARING AND DISIANCL OF NSa52'1o"E, 29i.26 �I.; LOT 5 \ \ \ THENCE S74'27'04"E AND CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE, 198.07 FT.; THENCE EASTERLY AND CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE BEING THE ARC OF A 447.46 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S85-33'19"E, 172.35 FT.; ' \ \ THENCE N68'10'36"E AND CONTINUING ALONG SAID NORTH RIGHT-OF-WAY 's 'o- \ �G LINE, 47.40 FT.; THENCE N29.29'01 "! AND CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE, 68.76 If T. TO THE POINT OF BEGINNING, CONTAINING 1,646,966 SQ. FT. OR 37.8091 ACRES MORE OR LESS. hc��a� 1L9R, ,p\ tp CERTIFICATE OF SURVEYING ACCURACY I, PAUL M. 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 ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. -` J a-7-a7 DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281. ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITT ROCK SUBDIVISION RULES AND REGULA N� HAVE BEEN COMPLIED WITH. , 8-7-07 DATE OF EXECUTION f ®� AR AN. AS RECISTfBEN PROFESSIONAL + LNCINBBR I No.5033 OTyy E:�;O ,���� T1��1 CT 5 ���f \°o,\ f ARKANSAS STATE PLANE COORDINATE \ > NORTH ZONE LOT 4 �° .6 \ % \ I. \\ L \ \\ \ \ LOT 9 �5?8,4 y 0 Np LOT 3 \ \\ \ \ ao 'o. p I_-- 57.1E (CHORD DISTANCE) 0, 02'07" W \ ' 20.83' \ -- -- - INSET 'A' SCALE: 1 "=60' INSET '6' SCALE: 1 "=60' 1 N 157355.94 E 1175545.07 2) N 157489.75 E 1175490.05 3 N 157493.80 E 1175499.19 4 N 157828.47 E 1175323.18 5 N 158688.89 E 1174792.94 6 N 158678.39 E 1174775.91 7 N 159075.11 E 1174531.43 9 N 158982.69 E 1174315.73 10 N 158451.66 E 1173824.19 11 N 157261.92 E 1174572.75 1 N 157262.37 E 1174575.75 13 N 157326.88 E 1174775.07 14 N 157339.18 E 1174813.36 15 N 157344.92 E 1175104.57 0 �� \ `oo• 16 N 157291.82 E 11752.,5.39 99 Aso ® 0 17 N 157278.46 E 1175467.23 59•E9 \ \\ \ \ 18 N 157296.09 E 1175511.23 \ \ 1/2" IRON PIN W/ CAP W�D \ \\ \ \ SET AT ALL CORNERS. 1281 .6 11�e R2784.79' \ R2784.79' c� \ i CDN2949'06'W LC37& 1 423" u' / LC273.48' \ \ LC378.14' / N5T530.20' LOT 2 10.20' N31'54'24"W33. R74.75' Nss o5�m \ / CD S81'22'51 "E / \ LC90.73 / S31'543s'E 3.00' \ 20.00' a /625 �2o W tieTllne LOT e% 19ti9oe zl 1 ti �y0 .� 1 11 5TN9 CDN242 5631"W / <� ® O \ 1 R2774.80' LC104.83j t\CDN22'21'1O"W \ ��W144.68' R507.46' 111 `° CDS8T08 13 E / \ r LOT' s CDN76-11'09-E fl LC222.88' \ \ LC70.65' _ _ LOT 11 R \ \ o I f \ one N Z_ a? 14 co / - i 249 57 13 N�21g gA R507.46' 20 CDN88'52'18"E 12 LC291.26' END STREET & R/W DEDICATION CDN7726'16"E LC3.15' Arkia Gas Esmt. Instr. # 89-23616 �\ 0"41 S74•27,04 e 16 �\ s^4J -_ 18 ,9606,E �4 G 8•07' Nn PUBLIC �{CyO I�CENTER SECTION R 614-W F AY NIS N o 41 ffA /"/ CDN1 T21'759*W \.s LC338.81' 01'W 1 1 R2884.80' (T (J y7606�, 1 10. 1 '_- Cf57701'17"E R447.46' CDS85'33'19"E R2784.80' _'Ir ;- LC208.28' DONII.54'D8`w - LC190.89' LC 172.35' s0 TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS CERTIFICATE OF 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. 8-7-07 DATE OF EXECUTION D.R. ____ PAGE INSTRUMENT NO 2006 077945 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. DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOC 1MENT, NUMBER a2007L*r *l7 ,FILED F RECORD (24L I> <, , 20o7 IN PLAT BOOK - PAGE L PAT O'BRIEN, Clrcuk Counly'Clerk` GENERAL NOTES:fit o°'qNE°11�i 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN 7 ARE TO BE USED =u� FOR DRAINAGE AND/OR UTILITIES. ;" I 3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION �iCo OF LOT LINES AND NOT POINTS ON A „ CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: EXCEEDS1:50,000 6. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. (FIRM Community Panel # 050181 0039 F, dated Oct, 19, 2001) LOT AREAS LOT SO. Fr. ACREAGE 113 71,755 1.6473 2 64,211 1.4741 3 63,824 1.4652 4 77,441 1.7778 5 63,034 1.4471 6 67,823 1.5570 7 116,307 2,6700 8 147,319 3.3820 9 975,253 _ 22.3887-� PLAT OF LOT 1 R AND LOTS 2-9, TRACT 5 0 T-T T-7 1-1 Y (_.,11-t-�NAL VALLE AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS BEING OF LOT 1, TRACT 5, CHENAL VALLEY, FINAL PLAT ANN ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS d AUGUST, 2007 I WHITE-DA TERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PUNNING h DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 S Slgne BY: DATE'. Sob No. 06-403P,1