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HomeMy WebLinkAboutS-0285-T Map 3rN L- .44j��1 V j 14S S87'35' 15"E 5' ADDITIONAL RIGHT OF WAY DEDICATION TRACT MF 1011,20' foos.zo' ZONED R-2 ZONED MF-18 Area = 787303.41 sq. ft. 18.07 acres _ S81'58124" W I 113- 90, J N88'37' 13" W 381. 10' R_34-8.31' 119.51' R=288.3V S,1Z76S8. S88'66'42" W S80'45'01 � 124.52' 82.11' ^� L7 0 J w b ' CID m 0 of Cl) � o 0 Co o to M w � CV I\ N M S87'32 9"E I S87'32'59"E' 2 00' L�I 20.00' NOVEMBER 21, 1994 Tract M-F -Final Plat Legal Description Part of the E 112 of Section 14, lying North of Arkansas State Highway No. 10, T-2-N, R-14-W, Pulaski County, Arkansas, more particularly described as: Starting at the intersection of the North right -of --way line of Arkansas State Highway No. 10 and the West line of the E 112 of said Section 14; thence NO3'07'09"E along said West line, 1054.44 ft. to the point of beginning; thence NO3'07'09"E and continuing along said West line 767.87 ft. to a point; thence S87'35'15"E, 1011.20 ft. to a point; thence S31'09' 12"E, 101.40 ft.; thence S36'35' 14"E, 60.0 ft.; thence Southwesterly along the arc of a 542.96 ft. radius curve to the left, having a chord bearing and distance of S2943'49" W, 434.75 ft.; thence S06' 12'39" W, 305.32 ft.; thence Southwesterly along the arc of a 984.93 ft. radius curve to the right, having a chord bearing and distance of S08 37'50" W, 83.17 ft. thence S11'03'02"W, 423.82 ft.; thence southerly along the arc of a 924.93 ft. radius curve to the left, having a chord bearing and distance of S06'45'02" W, 138.70 ft.; thence S'02 27'01" W, 273.27 ft.; thence S8732'59"E, 20.0 ft.; thence southerly along the arc of a 1004.93 ft. radius curve to the right, having a chord bearing and distance of S09' 1 1'25" W, 235.88 ft.; thence S15 55'48" W, 58.86 ft. thence along the arc of a 40 ft. radius curve to the left, a chord bearing and distance of S26'04'29"E, 53.54 ft. to a point on the North right-of-way line of Arkansas State Highway No. 10; thence along said North right-of-way line N68'04'46"W, 59.77 ft.; thence continuing along said North right-of-way line, N72'07'08" W, 117.80 ft.; thence northeasterly along the arc of a 40 ft. radius curve to the left, having a chord bearing and distance of N61'54'20"E, 57.62 ft.; thence N15 55'48"E, 48.42 ft.; thence northerly along the arc of a 904.93 ft. radius curve to the left, having a chord bearing and distance of N09' 1 1 '25"E, 212.41 ft.; thence S8732'59"E, 20.0 ft.; thence NO2'27'01"E, 273.27 ft.; thence northerly along the arc of a 984.93 ft. radius curve to the right, having a chord bearing and distance of N06'45'02"E, 147.70 ft.; thence N11'03'02"E, 423.82 ft.; thence northerly along the arc of a 924.93 ft. radius curve to the left, having a chord bearing and distance of N08'37'50"E, 78.11 ft.; thence N06' 12'.39"E, 187.21 ft.; thence N88'37' 13" W, 381.10 ft.; thence southwesterly along the arc of a 348.31 ft. radius curve to the left, having a chord bearing and distance of S81'58'24" W, 113.90 ft.; thence S72'35'08" W, 176.58 ft.; thence Southwesterly along the arc of a 288.3 ft. radius curve to the right, having a chord bearing and distance of S80'45'01" W, 82.11 ft.; thence S88'56'42"W, 124.52 ft. to the point of beginning, containing 18.07 acres more or less. THIS PROJECT N m Qi R40.00' -- - co CDN61'54'20"E W LC57.52' a h� 4� m R40.00' '10 N7 �cb LC53.54' E 0 _ 9FAl A 11'_?(1)1 III CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER L JOE ➢ WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, 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 /r SURVEYING REQUIREMENTS OF THE LITTLE _ ESTATE IN ACCORDANCE T T S LAA. ROCK SUBDIVISION RULEAND RE ONS HAVE BEEN COMPLIED S WITH. / I_ DATE OF EXECUTION DATE OF EXECUTION E D. WHITE D.R. PAGE EGISTERED LAND SURVEYOR ADDRESS NO. 534, ARKANSAS INSTRUMENT NO. 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 LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH, 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 TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER ___-FILED FOR RECORD_ , 19 IN PLAT BOOK PAGE - GENERAL NOTES: 1. IRON PINS WERE SET AT ALL LOT CORNERS (1/2" Steel Rod). 2. ALL EASEMENTS SHOWN::::::: ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. DISTANCES SHOWN ALONG CURVES ARE CHORDS DISTANCES. 4. ERROR OF CLOSURE: / 10000 5. RADII AT INTERSECTION OF STREET RIGHTS OF WAY ARE 25' 6. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT TO POINTS ON A CURVE. 7. BEARING DATUM IS STATE PLAIN DATUM. 100 0 Scale >" 100 PLAT of TRACT MP \I 100 ft 300 THE aagr::::�7 AN AMMON TO THE 0TY OF UTTLE ROCK, ARKANSAS © VV E=-/I A !l 1Cilhlsy (a 1i14goo(LJltll 1l 1C sq 1L1 V (c [] CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING a 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201