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HomeMy WebLinkAboutS-0503-R Map 3we NOT 18'OS'W 16.44' 14 S25' 10'04" E 1.92' N6N �0 10• \ N \�s 17 \ N6�-5N 2�NNN o39 \moo. �°'r I O" MIN. FI-DJR ELE/ �0- OS O a 346.0 15, 0d c. I L \Ois O� N6 / me d /� �c5• �p5e is 40 / \ 10' �� 6? MIN. FLOOR ELEV. d, CJ - 348.0 75' CURVE LENGTH DELTA TANGENT ARC DEF C1 109.20: 32'45'37' 56.14' 30'0'0" C2 100.8210`04'55" 50.54' 10*010' C3 20.27' 10'32'47" 10.16, 52'0'0" 04 79.00' 30.01105" 40.43' 38`010" 6 - 7 0�N_Oa 1 N88°14'44"W 593.16' N 6. Easement QOB... d • u " �\ a a O o. o' 0� \ 25' 9741 41 Limit of 100 Year zs' 0 Flood Elevation 1 Northeast Corner, NE 1 /4, NW 1 /4, of Section 16, T-1-N, R-13-W (L S101 9'\a 25' 3 NF FLOOR ELEV. 3 \? Per > �07 AO. > 5 � `MIN. J 345.5 L Q , 6' a0 2.5 `o ® 9a gd n 5'0' �o 5- BENCH MARK: Manhole Rim at J ? 4• °8� ` front 0 C14. By 5-'9T08' \ corner of Lots 41 & 42 B.M. Elev. 350.57 Point 4 M Northing 144360.86 ,Fastin 1190416.05 1190265.55 W O 100 �p 01 �q4 `r 2 I tJs 5 6 144302.36 144249.76 1190155.30 m 8' Esmt. M Lipp \� O 7 144233.45 1190157.39 MIN. FLOOR ELE`J. s9 .J a' 8 144153.46 1190120.65 25' Building Line ^ I 345.5 -F \� ems, D 3 91 144291.57 0 p 167.59• M 18710, VA 44223.46 904833 I M 5' Easement 15 16 143957.18 143866.37 1190606.12 1190867.70 s'01 - COD 9 102.51' a_ 174.40,_ 3 �O 19 143699.88 1190784.09 21 143655.09 1190761 77 - 0 r 43532.85 90701.59 N8T50'44"W o '' r' o 25 143548.13 1190209, 09 50' �Q�In1 i'=�J QcJSr�(4 43 29 30 143650 60 14370069 1190208. 13 1190209.22 L6 \\� N05'59'37"W R/'w- N✓s --- I ❑ m MIN FLOOR ELEV. 32 33 143784.80 -lasga62'1 1190208.32 n9D1a9.9G 6 50.57' (5121.SD' 4 q 34 143922.92 1190230.31 s �� 9� a �O. 35 144023,61 1190235.78 a 9D.89' O O 215.6 O. 36 144073.90 1190230.50 00 I.W p� N I 0 �T O (DI 25' B.L. u7 a 36. of r to U-) 6 �8' Esmt. v t0 u M (� ;, 1 v J 182'04' � 5' 25' �s09 _. 217.27�- 7.55) 'o O I; CV 9�''� ® �qh 85.00' un 2' �� - n I 4 5 '\ �; I o- ti 75/1 e6 165.45' 1S 104 N II / 7.5' Easement m 15' Esmt. 8� 40� ® 165.221 m 5Q N 9d 9 in/ m 46 l \B 7 YG n N ems.. 105 to © 86.10' + 8' Esmt ` I UD Air OM cv 62 �ryCS 1 10.00' 90• 65 w 49 _ 9? Og, I M 00 N d 1) 4 00 0 N nn 106 O 0 n 0 Line L I -- Esmt. 00 25' Building c0 25' B.L. B9J s 2h d 0 70.00' qd 70.00' d 9d 85.00' 0 16.16' 97.00' -1L NO1'14'57'E ® 50.10' s�1Cy MaN N8T38'37"E 25' N8T38'37"E + DD wo 347.05' C3 122.0' 2 5' 65 00' � - 65.00'- 9A 9a-65.00' S' � 47.52' 9a 65.00' y D 1156Easemen 9� ;'' b'Easement 1 i Esmr\02 �2' 2j6. 8s• I 11 f 5' L0 M N COO 51 I I / ' 3 / r01 25' Building Line I \ / 0 9g'S 70.00' 9a 27.05' 32.87 a / 60.36' 25' FC4 D 25' 4.56,E 671 rn j ,6yg' October 24, 1994 Scndpiper Creek Legal Description y Part of the E1/2, SW1/4, Section 9 and the NE1/4, NW1/4, Section 16, T-1-N, R-13-W, Pulaski County, Arkansas, more particularly described as: Starting at the northeast corner of the NE1/4, NW1/4, said Section 16; thence N88'14'44"W along the north line of said NE1/4, NW1/4, 593.16 ft. to the point of beginning; thence S25'06'35"E, 294.07 ft, to e point; thence S70'51'18"E, 276.89 ft. to a point; thence S26'39'56"W, 186.30 ft. to a point; thence S26'29'18' W, 50.04 ft. to a point; thence S26'12'41"W, 136.25 1 ft. to a point; thence N88'13'23"W, 492.74 ft. to a point; thence NO'32'12"W, 102.47 ft. to a point; thence N1'14'57'E, 50.10 ft. to a point; thence NO'36'47'W, 84.11 ft. to c pgint; thence N42'39'16"W, 86.22 ft. to a point; thence N4706'16"E, 109.76 ft. to a point; thence N3'06'34"E, 100.84 ft. to a point; thence N5'59'37"W, 50.57 ft, to a point; thence NT03'31"W', 80.16 ft. to a point; thence N38'20'03"W, 101.98 ft. to a point on the north line of said NE1/4, NW1A, said point also being the southeast corner of Lot 18, Sandpiper Creek, on Addition to the City of Little Rock, Arkansas; thence N718'08"W along the east line of said Lot 18, 16.44 ft. to the southwest corner of Lot 17, said Sandpiper Creek Addition; thence N64129'32"E along the south line of said Lot 17, 122.15 ft. :e the southeast corner thereof, said point lying on the westerly right-af-way iine of Creekside :rive; tne.n.ce S25'10'04"E along said we5te-y right-of-way ine, 11.92 ft. to the intersection of said line with the westerly extension of the south line of Lot 14, said Sandpiper Creek Addition; thence N64'31'29"E along the westerly extension of the south line of said Lot 14, said Sandpiper Creek Addition and alcng Said south line, 161.10 `t. to the southeast corner thereof; thence S25'26'21"E, 152.02 ft. to the point of beginning, contcining 8.0402 acres more or less. CERTIFICATE OF SURVEYING ACCURACY I, JOE D 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 ANCRELATIONS HAVES FEN CCOMPLIED H. DATE OF EXECUTION OE D. WHITE REGISTERED LAND SURVEYOR NO. 534, 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 WIT IIS PLAT. DATE OF EXECUTION Winrock Develop Company 2101 Brookwood ve Suite 100 P.O. Box 8080 D.R. PAGE INSTRUMENT NO, 94-28340 CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PURSUANT TO THE LITTLE ROCK SUBDIVISION PLAN MADE BY WE, AND THAT THE RULES AND REGULATIONS, AND ALL OF THE ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN ROCK SU8DIVISION RULE NO REGULATIO S COMPLETED, THIS DOCUMENT IS HEREBY HAVE BEEN COMPLIED ITH ACCEPTED. THIS CERTIFICATE IS HEREBY n EXECUTED UNDER THE AUTHORITY OF SAJD Z / RULES AND REGULATIONS. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER N0. 5033, ARKANSAS DATE OF EXECUTION LITTLE CK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS D�MENTNLJMBER ' �ILED7<�FdR"RECOR191t , 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 0.17 / 10,00OFT 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. ADJACENT TO NORTH IS ALSO STATE PLAIN DATUM. 8. 100 Year Elevation: ie. C2E3llMl-U 9. MINIMUM FLOOR ELEVATION: i.e. MIN. FLOOR ELEVATION 346.0 50 0 50 Scale 1" -- 50 ft A � T KIE1 WE 150 , OL 4 1 � 2 t: 25' Building Line 25' Building Line s'> 25ry � N L ^ 4918W O ,4+5ESmt. eo _�l .s'-'t 0 73500}, 3 80 °�° 1 9 s' .5' , L,, (0 7 7 N 6 N a % $ 5 14 -- -- - - - - -- 4 :3 O ' I E O 1t.a �SWkl N I / r\, O Ee O o O."Eoser.eri� 30'[t/ z , r 70.26 a 65.17' m"- 65.17'- �� 65.17' -- °0 °� o� �? J °-65.17' a°-65.17'- 57.50-°s- 39.13'J A OF LOTS; 39-a�29 73-80 ®�_�®� ® N88'13'23"W 492.74' _ ® M Of ,n O N Sow (&o arjo&F �s o 's BI9 m 910 N A00MON TOTHE C ffY OIL 1716 --- 16415 LJTU LL,C ROCKq ARKANSAS THIS PROJECT AREA Q CIVIL ENGINEERING, LAND PLANNING a DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 0 VICINITY MAP SCALE: 1" = 2000'