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HomeMy WebLinkAboutS-0867-AAAAAA MapTHIS PLAT Uq LE I I �cgL1NG I y,7p I �NL RD VICINITY MAP 1" =2000' CENTERUNE CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS Ct 23 72 -- 0947'42" 11.87' 200 00' j C289 48 2538'00' 45.50' - 200 00' 51 85'__.____,14'SP19" ____26.0T _._____ 200.00'. ARKANSAS STATE PLANE COORDINATES NORTH ZONE (D N 161207.52 E 1176216.77 (7) N 161453.70 E 1176145.20 (3) N 161486.25 E 1176151.32 Q N 161576.71 E 1176267.70 m N 161584.61 E 1176261.57 ® N 161749.31 E 1176473.47 Q) N 161746.42 E 1176507_28_ (EL N 161691.78 E 117655710 I.V N 161549.42 E 1176102.23 17a N 161639.88 E 1176218.61 N 161631.98 E 1176224.75 t� N 161820.59 E 1176467.41 t13 N 161836.02 E 1176489.89 11 N 162013.45 E 1176784.47 11 N 162065.73 E 1176838.84 N 162079.23 E 1176847.71 S� N 162097.10 E 1176851.47 a N 162056A3 E 1176912.76 �4 N 162032.78 E 1176888.98 5 N 161962.05 E 1176815.43 �4 N 161813.10 E 1176568.13 N 161774.84 E 1176562.56 N 161732.21 E 1176601.43 2� N 161703.83 E 1176635.01 R230.00' CDN55'32728" E LC27.26' Scale 1" 6, ft 21b][011113 180 CDN11'53'19"E LC18.26' N33 18 20 E -� 16.16' R 170.00' / CDN46'07' 19" E \� LC75.42' 56 5 �LL �k�sa 6g, Ilk R25.00' CDS08' 17' 19"W LC38.66' S -St A>F R 170.00' CDS49'47 21"E , R25.00' �9� A>h ® LC43.95 �$ CDS85'06'327E ® °� >o LC33.94' p R230.00' \ CDS49'47'21"E LC59.47' \ �o• CDS8 L� 32 63' tid °p ��a�/a/ / \f \ 19.1 5�7? 5 tx m R507.46' CDN37'48'53"W LC123.24' point of b R/W Dedic � i oo• � �P ti � \ r� F SST .?>�, •,36, � 1N1 • / L 5��. egining✓"m R25.00' ation CDN 10-38'59" E LC33.13' L 0 T I q / R507.46 / CDN16'12'41"W LC256.38' TRACT 7B UNRECORDED CERTIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE, SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, R50.00' PLATTED, AND SUBDIVIDED, AND DO HEREBY CDS56041'40'E LAY OFF, PLAT, AND SUBDIVIDE SAID REAL LLCC73.33' ESTATE IN ACCORDANCE WITH THIS PLAT. f DATE OF EXECUTION / D.R. PAGE R25.00' -CDS54'43'20"W INSTRUMENT NO. - LC 18.26' S33' 18'20" W 16.16' R230.00' CDS46'07'19"W CERTIFICATE OF SURVEYING ACCURACY LC102.04' I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY .................. ''• SURVEY MADE OR VERIFIED BY ME, ALL �CyISTE,y ' ,........•..., j� MONUMENTS REQUIRED ACTUALLY EXIST AND ' ''I,1D 1.1' `•. ARE CORRECTLY SHOWN HEREON AND THAT ALL ANu``' SURVEYING REQUIREMENTS OF THE LITTLE 1.SI . s1 r7 ROCK SUBDIVISION RULES AND REGULATIONS C7 5 i HAVE BEEN COMPLIED WITH. S DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR _ NO. 1281, ARKANSAS # T E 0! �!!St R ;ivSiS CERTIFICATE OF ENGINEERING ACCURACY i �i R E G I S T E R E 8 PROFESSIONAL I, TIMOTHY E. DATERS, HEREBY CERTIFY ENGINEER THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE No.5033 20'� ENGINEERING REQUIREMENTS OF THE LITTLE OQ; ROCK SUDVISION RUES A REGULATIONS E HAVE BEENICOMPLIEDLNTH.ND 60' / I GENERAL NOTES: 10' Utility Esmt - 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS point of beginting-.ice _ _- J - LOT 1 _- -- - -' 2. ALL EASEMENTS SHOWN =---- = ARE TO BE USED - _-23p,03'�1 i FOR DRAINAGE AND/OR UTILITIES. R507.46' ryo� 3. LOTS WITH ROUNDED CORNERS ARE CDN01'16'48"E MEASURED TO A POINT OF INTERSECTION LC50.67' N OF LOT LINES AND NOT POINTS ON A TRACT 7A Plat Bk. E, pg. 843 ASHBURY APARTMENTS R1115.92' CDN04'51'03"W LC347.39' tv CURVE. 2jjS00'' leg �� 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 T 6. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.00 FT., UNLESS NOTED OTHERWISE. © 7. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE LEGAL DESCRIPTION 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP LOT 1 FOR LITTLE ROCK, ARKANSAS. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS FICATE OF FINAL APPROV 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 PART OF THE SE1/4 OF SECTION 25, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE SOUTHEAST CORNER OF TRACT 7A, CHENAL VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE N73'35'01"E, 60.00 FT. TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF CHENAL VALLEY DRIVE; THENCE NORTHERLY ALONG SAID EAST RIGHT-OF-WAY LINE, BEING THE ARC OF A 1115.92 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N04'51'03"W, 347.39 FT.; THENCE N04'08'23"E AND CONTINUING ALONG CERTIFICATE OF RECORDING SAID EAST RIGHT-OF-WAY LINE, 412.10 FT.; THENCE NORTHERLY AND CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, BEING THE ARC OF A 507.46 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N01'16'48"E, 50,67 FT. TO THE POINT OF BEGINNING; THIS DOCUMENT, NUMBER THENCE NORTHWESTERLY AND CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, BEING THE ARC OF A 507.46 FT. RADIUS CURVE TO THE LEFT A CHORD BEARING AND DISTANCE OF N16'12'41"W, 256.38 FT.; THENCE NORTHEASTERLY ALONG RECORD , 20 THE ARC OF A 25.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND PAGE DISTANCE OF N10'38'59"E, 33.13 FT.; THENCE N52'08'37'E, 147.40 FT.; THENCE N3751'23"W, 10.00 FT.; THENCE N52'08'37'E, 268.38 FT.; THENCE EASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S85'06'32"E, 33.94 FT.; THENCE S42'21'41"E, 73.93 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 230.00 FT. RADIUS CURVE TO THE LEFF, A CHORD BEARING AND DISTANCE OF S49'47'21"E, 59.47 FT.; THENCE S5712'11"E, 194.52 FT.; THENCE S3747'00"W, 583.67 FT.; THENCE N5713'00'W, 277.39 FT. TO THE POINT OF BEGINNING, CONTAINING 239,575 SQ. FF. OR 5.4999 ACRES MORE OR LESS. AND RIGHT-OF-WAY DEDICATION PART OF THE SE1/4 OF SECTION 25, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE SOUTHEAST CORNER OF TRACT 7A, CHENAL VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE N73'35'01"E, 60.00 FT. TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF CHENAL VALLEY DRIVE; THENCE NORTHERLY ALONG SAID EAST RIGHT-OF-WAY LINE, BEING THE ARC OF A 1115.92 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE ,FILED FOR IN PLAT BOOK OF N04'51'03"W, 347.39 FT.; THENCE N04'08'23"E AND CONTINUING ALONG PLAT OF LOT SAID EAST RIGHT-OF-WAY LINE, 412.10 FT.; THENCE NORTHERLY AND CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, BEING THE ARC OF A 507.46 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF AND N13'20'59"W, 305.09 FT. TO THE POINT OF BEGINNING; THENCE NORTHWESTERLY CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE BEING THE ARC OF A 507.46 FT. RADIUS CURVE TO THE LEFT, CHORD BEARING AND RIGHT - OF -WAY DEDICATION OF DISTANCE OF N3748'S3' W, 123.24 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S8-707 FF.; THENCE 708 37CE, 307.34 FT.; THENCE NORTHEASTERLYALONGA 0 G� 10 005THE ARC CHENAL HEIGHTS DRIVE & CHENAL HEIGHTS CIRCLE OF A 230.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N55'32'28"E, 27.26 FT.; THENCE N58'56'19"E, 343.89 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 1E,75 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND "E7A HEIGHTS DISTANCE OF N46 07A 17 75.42 FT.; THENCE N3 TO TH ' E, 16.16 A FT.; THENCE 1 \\V/ NORTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N11'5319"E, 18.26 FT.; THENCE EASTERLY ALONG THE ARC OF A 50.00 FF. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S5941'40" E, 73.33 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 25.00 FT. ADDITION T O THE CITY OF RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S54'43'20"W, 18.26 FT.; THENCE S33'18'20"W, 16.16 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 230.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE LITTLE R 0 CK, P ULA SKI COUNTY ARKANSAS OF S46'07'19"W, 102.04 FT.; THENCE S58'56'19"W, 288.69 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S08'17'19"W, 38.66 FT.; THENCE S4721'41"E, 57.69 FT.; BEING PART OF SECTION 25, THENCE SOUTHEASTERLY ALONG THE ARC OF A 170.00 FT. RADIUS CURVE TO THE LEFT, �� r�3 A CHORD BEARING AND DISTANCE OF S49'47'21"E, 43.95 FT.; THENCE S5712'11"E, � � ' T-2-N, R-14-W 475.36 FT.; THENCE S3247'49"W, 60.00 FT.; THENCE N5712'11"W, 475.36 FT.; PULASKI COUNTY ARKANSAS THENCE NORTHWESTERLY ALONG THE ARC OF A 230.00 FF. RADIUS CURVE TO THE RIGHT, C 0 A CHORD BEARING AND DISTANCE OF N4T47'21"W, 59.47 FT.; THENCE N4721141"W, (� 73.93 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE + �/ LEFT, A CHORD BEARING AND DISTANCE OF N85'06'32"W, 33.94 FT.; THENCE S5708'37"W, AUGUST, 2005 A 268.38 FT.; THENCE S3751'23"E, 10.00 FT.; THENCE S52'08'37'W, 147.40 FT.; THENCE S SOUTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF SACRES 9"W, 33.13 FT. TO THE POINT OF BEGINNING, CONTAINING ©717 9�(Ce 106,444 SQ. FT. OR 2.4436 ACRES MORE OR LESS. W' 1DA=LUd�.9.�,�OtL°I1�1 r J CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 05-715P Ined 9002 L2:67:£1 ZI 6ny >jj I1V1d\SiH\lVN3H0\9002\:N