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HomeMy WebLinkAboutS-0285-W Map 1r 0 l 0 NOTO7'09•E 20.02' - Y, 4 pGJ , VV NBT 35' 15" W 10. 00, STATE PLANE COORDINATES 2 174539.6575 I171002,9310 3 176286,6993 1171043.6345 4 175287.0202 1171033.6434 6 176306.9906 1171034,7317 8 175283.6761 1172045.0035 7 176151.2259 1172112.9807 8 /75103.0488 1172148.7436 9 /74725.6252 117f933.1433 10 174421,9972 f171900.1105 11 174359.7690 1171887.6308 12 173923.8073 /t71808.396f 13 173786,0689 1171790.09f3 14 173513.0487 1171778.4084 16 173512.1937 1171798.3901 f6 173279.3416 1171760.7158 17 073222.7419 1171744.5620 18 /73174.6619 1171768.095t 19 173196.9646 1171712,8463 20 173233.1342 1171600.5366 21 173260.2689 1171661.3673 22 173308,8296 1171864.6568 23 173518.5129 1171898.5816 24 173615.6678 1f71718.5633 26 173788.6780 1171730.2463 28 173935,3540 1171747.6080 27 174351,3157 1171828.8437 28 ►74428.5413 1171840.5651 29 174614.6524 1171880.8188 30 174623.8287 1171479.8293 31 174607.9244 1171367.0452 32 174555.0773 1171198.5587 33 /74541.8791 11711f7.5164 N5.63332 4R, i-�41VS� 4s�y S8T32'42"E 1011.201 O zolrrD R-2 N SONSD LF-IB w =60' ROW ►-- 10' ROW DEDICATION / r BY INSTRUAIENT NO. $ art 94-51643 �\ q TRA CT G Alt ��0A 1�h •b�43 To I / AREA OF 100 YEAR FLOODto �- / / / / n/ i EASEMENT 'AFiI`A OF 100 YEAR FL000 DRAINAGE A,UTILITY �✓ - 7 90 N88'37' 13" W 381. 10' �-89 5;o EMENT AST. NO. I4-51434 S81'58'24 W ' NO6'12 39•E S8B'56-424W g80'4 5'01•w32 R113.90' ' 187.21' 114.50' 33 R 8288,31'15' SEWER EASEMENT - I AST. N0. e4-51436 N88'56'42" E 10.0' 28 50' ROW n N. ROW LINE H1W N0. 10 AS OF THIS PLAT SAY 1V�l Q 7� N08'37' 50' E 78. 1 1 ' �` 60' R=924.93' ROW 27 tl blb n Cb Tract C Final Plat '-f'IU �(I�3 " C I S �jaV n ZI/t, E cab Q' lE ui o- 61: M N to O !0 So8'37*50" W r 89. 17, R=984.93' 11 q N Cc � N a O r , O � O H, O `��' r� v 26 12 N06' 45' 02" E 147.70' S06'45'02" W R=984.93' 138, 70' R=924.93' 25 l3 I- K N N N N w � 0 0 23 S8T32'59"E 20.00' 24 14 100, NO901 f'25"E ROW OW 212.41' R=904.93'�� N15*55'480E 22 R=40.0' 48.42' \ '20'E ,57.5\ 21 ) 57.52' 15 S8732.59"E 20.00, SO 9'11'25" W 235.88' R-1004. 93' /6 St5'55'46"W 58.86' 20 Ny 17 R=40.0' 11p, O'Of'Ir Ns S253.54'9'E 19 s9 oA•y6 \ 18 \ Legal Description Part of the E 1/2 of Section 14, lying North of Arkansas State Highway No. 10, T-2-N, R-14-W, Pulaski County, Arkansas, snore 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 NOYO7'09'•E along said West line, 1054.44 ft.; thence N88'56'42"E, 10.0 ft. to the point of beginning; thence NOY07'09"E, 748.05 ft. to a point; thence N87'35'15"W, 10.0 ff. to a point on the said West line; thence NO3*07'09"E along said West line, 20,02 ft.; thence S8T32'4Z"E, 1011.ZO ft,, thence S31'09'12"E, 131.40 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 S29'43'49" W, 434.75 ft.; thence S06' f2'39" 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 SOU37'50"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 S0227'01'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 St5'55'46"W, 58.86 ft. thence along the arc of a 40 It. 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. to; thence along said North right-of-way line N68'04'46"W, 59.77 fi.; thence continuing along said North right-of-way line, N72'07'0B"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 NB1'54'20"E, 57.62 ft.; thence Nt555'48"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 N09'11'25"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 NOB'37'50"E, 78.11 ft.; thence N06'12'39"E, 187.21 ft.; thence N88'37'13"W, 381.f0 ft., thence southwesterly along the arc of a 348,31 ft. radius curve to the left, having a chord bearing and distance of EB 1'58'24" W, 113.90 ft.; thence S72'35'08"W, 176.58 ft.; thence Southwesterly along the are of a 288.31 ft. radius curve to the right, having a chord bearing and distance of S80'45'01"W, 82.11 ft.; thence S8956'42"W, 114.50 ft, to the point of beginning, containing 17.90 acres more or less. THIS f"'n IFOT CERTIFICATE OF OWNER CERTIFICATE OF SURVEYING ACCURACY L JOE D 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 SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT. ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITHWDWHI4TEe _l2lisb DATE OF EXECUTION EDVARD K. VILLIS RANC�0 JL TTLIE ROCK,RTIES ARKANSAS DATE OF EXECUTIONTIE D.R. PAGE - REGISTERED LAND SURVEYOR ADDRESS NO. 534, ARKANSAS 93-23375 INSTRUMENT NO. CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL L TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CLIRRECYLY REPRESENTS A PURSUANT TO THE LITTLE ROCK SUBDIVISION PLAN MADE BY HE. AND THAT THE RULES AND REGULATIONS, AND ALL OF lid ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED. THIS DOCUMENT IS HEREBY HAVE BEEN COMPLIED WITH. ACCEPTED THIS CERTIFICATE IS HEREBY EXECUTED AUTHORITY OF SAID AND REGULATIONS RULESGULA DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL � ENGINEER NO. 5031 ARKANSAS DAIE OF EXECUTION LITTLE ROCK PLANNING CEWMISSION CERTIFICATE OF RECORDING `l,'i*62'764 Folz AmENC�D PILL of P,�Ur-� �` THIS D(-7(7�U,M�EN'T, NUMBER IN AILED F r o PLAT BOOK - `i `7 6`;.�32 RECO14 I C2zUMENj N- �e' PAGE 1 ,A 4 CAROL 1 N STALfY, Circuit County Clerk 3 Recorder I' t� �' •.... a .... too 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: 1 : 42,173 5. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT TO POINTS ON A CURVE. 6. BEARING DATUM IS STATE PLANE DATUM. \�,� N 0 too Scale 1" 100 ft PLAT OF TRACT G =9=ff AE -� O '11 AN ADDITION TO THE CI ICY Ur As Slgn6d BEING A PART OF THE E 112, SECTION Ida, T-2-N, R-I�a i�/YQIg' PULASKI COUNTY, ARKANSAS C © W=JE- IDAi 71 sling A Amocff 4i mmv Inc" [] CIVIL ENGINEERING, LAND PLANNING li DEVELOPMENT, SURVEYING vv 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 OCTOR,=R ?1,, 1945 F;'II& COo