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HomeMy WebLinkAboutS-0867-II Map 2�' STATE PLANE COORDINATES POINT NORTHING EASTING 1 170789.0122 1169361.8631 2 171145.5947 1168966.9642 4 171478.1411 1168864.4911 5 171470.9948 1168878.5030 6 171582.3887 1168935.2040 7 171649.0692 1168825.5303 8 171750.6178 1168763.7049 9 171880.0558 1168770.7440 10 172166.9176 1168827.8532 11 172398.4252 1168869.0595 12 172474.5420 1168910.6219 13 172585.1606 1168892.8794 14 172580.7651 1168878.882 15 172750.8376 1168818.7388 16 172783.8903 1168927.9276 17 172772.2103 1169355.1041 18 172628.1870 1169479.6783 19 172402.9987 1169494.9615 20 172322.8399 1169483.4877 21 172157.6804 1169443.4452 22 172003.7531 1169399.8766 23 171861.9700 1169396.4450 24 171654.2493 1169442.5356 25 171555.6424 1169510.9015 26 171419.6807 1169447.5207 27 171398.5213 1169468.7174 28 171275.1657 1169600.4974 29 171303.4520 1169625.0529 30 171243.2032 1169691.9229 31 171138.1669 1169610.3793 32 170888.5997 1169444.3923 i\ .i ! 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ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, 3/ G� MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF PLAT AND SUBDIVIDE SAID REAL Legal Description Part of the SW 1/4, SW 1/4, Section 14 and part of the NW 1/4, Section 23, all in T-2-N, R-14-W, Pulaski County, Arkansas, more particularly described as: Starting at the Northwest corner of the SW 1/4, SW 1/4, said Section 14, said corner also being the Southwest corner of Maywood Manor, Little Rock, Pulaski County, Arkansas; thence S88026'02"E along the North line of said SW 1/4, SW 1/4 669.89 ft. to the point of beginning; thence S88026'02"E and continuing along said North line 427.34 ft.; thence S40051'30"E, 190.42 ft.; thence S03052,5711E, 225.71 ft.; thence S08008'4511W, 80.98 ft.; thence S13037'42"w, 169.94 ft.; thence S15°48'14"W, 159.97 ft.; thence S01023'11"W, 141.82 ft.; thence S12030'38"E, 212.77ft.; thence S34044'03"E, 120.0 ft.; thence S24059'36"W, 150.01 ft.; thence Southeasterly along the arc of a 528.96 ft. radius curve to the left having a chord bearing and distance of S45003'03"E, 29.95 ft.; thence S46053'28"E, 154.25 ft.; thence easterly along the arc of a 25 ft. radius curve to the left, having a chord bearing and distance of N86020'32"E, 36.66 ft.; thence Northeasterly along the arc of a 999.93 ft. radius curve to the right, having a chord bearing and distance of N41043'39"E, 10.72 ft.; thence S47058'54"E, 90.0 ft.; thence Southwesterly along the arc of a 909.93 ft. radius curve to the left, having a chord bearing and distance of S37049'25"W, 132.97 ft.; thence S33037'40"W, 299.73 ft.; thence Southwesterly along the arc of a 617.96 ft. radius curve to the right, having a chord bearing and distance of S38044'47"W, 109.97 ft.; thence Southerly along the arc of a 25 ft. radius curve to the left, having a chord bearing and distance of S06007'04"W, 30.60 ft. to a point on the Northerly right- of-way line of Chenal Parkway; thence Northwesterly along said Northerly right- of-way line, being the arc of a 1014.93 ft. radius curve to the left, having a chord bearing and distance of N47021'55"W, 550.97 ft.; thence N63003'10"W and continuing along said Northerly right-of-way line, 242.06 ft.; thence N26°57'01"E, 250.0 ft.; thence S62058'40"E, 15.73 ft.; thence N26058'36"E, 125.0 ft.; thence N58042'03"W, 128.35 ft.; thence N31020'03"W, 118.89 ft.; thence NO3°06'46"E, 129.63 ft.; thence N11015'34"E, 292.49 ft.; thence N10005'33"E, 235.15 ft.; thence N28038'10"E, 86.72 ft.; thence N09006'44"W, 112.03 ft.; thence Southwesterly along the arc of a 213.73 ft. radius curve to the left, having a chord bearing and distance of S72'37'42"W, 14.67 ft.; thence N19028'28"W, 180.39 ft.; thence N73009'30"E, 114.08 ft. to the point of beginning, containing 26.2449 acres more or less. J— ,i SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT. ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN iCOMPL 1 ED W I--TH. / _ - DATE OF EXFCUTION DATE OF EXECUTION D. A. -_ _ PAGE —� - / JOE D. NHITF REGISTERED LAND SURVEYOR ADDRESS NO. 53A, ARANSAS INSTRUMENT NO. CERTIFICATE OF ENG I NEER I IIG ACCURACY ` TER�'°.,� CERTIFICATE OF FINAL APPROVAL STATE OF�•.� 1, TIMOTHY E. DATERS, HEREBY CERTIFY _ /�� KANS,�q/$'/ ' THAT THIS PLAT CORRECTLY REPRESENTS 4 PURSUANT TO THE LITTLE ROCK SUB DIVISION'• PLAN MADE BY ME, AND THAT THE RULES AND REGULATIONS, AND ALL OF THE-��r�'�"V` ENGINEERING REQUIREMENTS OF THE LITFLE CONDITIONS OF APPROVAL HAVING BEEN :C�'�l �"N'' ' ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT !S HEREBY tn •.OF HAVE BEEN COMPLIED W H. ` ACCEPTED. THIS CERTIFICATE IS HEREBY �O ' D. WN ; ' N .` EXECUTED UNDER THE AUTHORITY OF SAID "� �,9''••°••''�� . •� / Li- _- RULES AND REGULATIONS. •LP`N,�.``�,, DATE OF EXECUTION TIMOTHY E. EATERS REGISTERED WOFESSIONAL ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION LITTLE 4OCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER _ __.,FILED FOR RECORD,__-_ 19 IN PLAT BOOK_ PAGE _... _ . NAME GENERAL .NOTES 1. ALL EASEMENTS SHOWN- - :ARE TO BE USED FOR DRAINAGE AND,/UT!L!T!ES. 1. IRON PINS ARE SET AT ALL LOT CORNERS 3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON CURVF 4. DISTANCES SHOWN ALONG CURVES ARE CHORDS 5. RADII AT INTERSECTION OF STREET RIGHTS -OF -NAY ARE TO BE 25 FEET 6. ERROR OF CLOSURE - 00I1;�2/ , 090 7 rRACrS 'd •e c'A RE AREAS W 7WN PUBLlc Ricw-ir E-WAY TO BE L AND MA/NTAlNEO 6Y PROPER7Y OWNER-1 A, _1M1AT/CW. 60 0 60 120 160 24� IN5ET A GRAPHIC SCALE IN FEET Plat of Lots 1-8 6 Tracts4,B4C,Block 18, Lots 1-21, Block 20, Lots 1-21, Block 21 Lots 1-5 and 21-35, Block 22 CHEN14 L VA L L E Y of An Addition to the City Little Rock, Arkansas Located In Sect!ons 14 6 23, T-2-.N, P-14-N, Pulaski County, Arkansas. SCALE, C= 60' DATE 9-30-93 ® WHITE - DATEHS ASSOCIATES, INC. 19 CIVIL ENG!NEER!NG, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201