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HomeMy WebLinkAboutS-0503-R Map 2E ')� 1`/ 18 NOT 18'08" W 1 6.44' 14 S25"10'04"E 1.92' \ 6�. 5' 6, 17 N6° �1 i111 39 0 �`'s I0� MIN. FLOOR ELEV. \ a6'- Q5 O 346.0 5, �ez 00. 0 �i A 40 9 0' CURVE LENGTH DELTA TANGENT ARC DEF C1 109.20' 32'45'37' 56.14' 300'0" C2 1CO. 82' 10'04'55" 50.54' 10'0'O" C3 20.27' 10*32'47' 10.16, 52.0'0" C4 79.00' 30-01'05" 40.43' 38°O'0' p, 70, �� 6? S MIN. FLOOR ELFV. 346.0 - - 7`5' 102 '� as s �' V, --- -. A2_ N88-14'44" W 593.16' North ost Corner, SO ,�60 O� /pi �� 11�' \`t9� POB--'-------------- - _ _---. -. _- NE 1/4, NW 1/4, i Easement \y of Section 16, TD Sal o�h \�� 6Sv? a .\ 10' T-1-N, R-13-W O" ° Limit of 100 Year Ov'• 7.s' \ 25' 9T41• 41 N Flood Elevation 101 25' IN. FLOOR ELEV. 145.5 ,0/ A� v. \- 1 10.00' z.5av W 4, e' O7- z 9p 51 a e(r2 128.1 `hh�.� BENCH MARK: 8 O ? F' O�bC Manhole Rim of ' `! ff• io front corner of Point µ Northing Eastina N BM 5''.97,0g, Lots 4+ & 42 4 144360.86 1190416.05 \ B.M. Elev. 350.57 5 144302.36 1190265.55 �- 1. I� On 0)4 2 l <J0 8'Es m!6 144249.76 1190155.30 l I 100 M O \0 O 7 144233.45 1190157.39 L MIN. r LOOR ELEd, p A 6: try 'I 8 144153.46 1190220.65 25' BuildingLine 345.5 m o r? J 9 144291.57 1190270.62 ^ d' P9c \ '� 11 144223.46 1190481.33 00 p I 16T59' N 1ST 10' �F�� 15 143957. 18 1190606.12 _ ,y 95 5'Easement 16 143866.37 1190867.70 e 102.51' 'O' 9a- _ 174,4p,_ \ 19 143699.88 1190754.09 J y 5, 21 143655.09- 1190761.77 22 143532.85 1190701.59 N 87' S0' 44" W o � 25 143548.13 1190209.09 ''o O a' t 29 143650.60 190208.13 50' �o TQp Qp (, BOO P�4 t!j _ v 43 30 143700.69 1190209.22 I R /W Q c0 - 32 - '.' 43784.80 190201f.32 - - MIPi. FLOOR ELEV. NOS'S 50.57' " 33 143922.9 1190230.31 5D.57' ® 121,80' � 9C n 34°cQ 34 43922.92 90230.3+ oT a \O_ 35 '44023.61 1190235,78 'Pall 90 89, � O 215 36 144073.90 1190230.5C kyd I ^ 60' 00 O Q0 s O 25' B,L1 in I L rn w t6' Est. _ 44 r7 z i 182'04' �q 55' 10� - O N 5 0 25 25'°s. '217.27_ Z c, �N - 5' Easement \ 1 ® e� 85-00' '� in 6%1z' \9m\07057,18" r 16 b - I 45 �� / � I 2' 2j6 s 7 5 /�O 1 D hti I \ d 9 (v 8 m a .O I � �. s6 165.45' °�. / I I \ 1 104 25' I �79'92'_ c0 g� c / /7.5'Eosement E yEsmt. I A�1 p7 165.22' m' 9 N 'S s. s-� s �• no / I 1 46 51 y57� sQ'Og, n��x1 ,f1 m N L9, N 2S N � M / 2.5' / 1-, I 5 0 51 0 �O�L �CD 8' Esmt_ 1 05 ��p� 86.19 N N 2._'0y4�� O 00 110,00' '°' w _ 49 EO 09 i M M 48 I I / DLO 00 to O N O .0 T O O O 25' Building Line / N 3 g' Esmt. I 06 ' � 25' Building Line It 25' B.L. a Id 70.00' 9a 27.05' 32.87 I995 9Js• 1010 96 70.00' 9a 70.00' °t 6036 R / b L 85.00' 25' 0 16.16' 97.00' J NO1°14'57"E z N87'38'37"E C4 50.10' ® steal y hl odwC 25 N8T38'37"E + ©71v� 347.05' 25' C3 122.0' 9 _ ©25' 65U0°65.00' S• o 1 .97' o4.56 67.42' 6. ' fl65.00'01 .°. 1g Eosemn 47.52' 15'Easement 19.35' 5� - 25' Building Line a cl #I �25' t` 0 �I 5 I I 2.5;� I 25' Building Line f 5' v� N 5'� No3M � II ' NIIIO S26'29'18"W ao73 5, Esmt. 09 50.04' 5' Esmt. l 80 �00 7/ TV /a 30 O b O'^Ecsement z „ 70.26' o" 65.17'� m m A' Cb - 65.17'- °� 57.50 S• 39.13' / ® N8613'23"W 492.74' S yJ'ST i IiTp f,-.. October 24, 1994 h' + �1 I\ 1 Sandpiper Creek Legal Description 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, 593.1 6 ft. to the point of beginning; thence S25°06'35"E, 294.07 ft. to a 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 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 N1x14'57"E, 50.10 ft. to a point; thence NO'36'47 W, 84.11 ft. to a point; thence N42°39'16"W, 86.22 ft. to a point; thence N47*06'16"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 N703'31"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, NW1/4, said point also being the southeast corner of Lot 18, Sandpiper Creek, an Addition to the City of Little Rock, Arkansas; thence N7'18'08"W along the east line of said Lot 18, 16.44 ft. to the southwest corner of Lot 17, said Sandpiper Creek Addition; thence N64'29'32"E along the south the of said Lot 17, 122.15 ft. tc the southeast corner thereof, said point lying or, the wester'ry right-of-woy lire of Creekside Drive; thence S25' 10'04"E along said westerly right-of-way line, 11.92 ft. to the intersection of said !ire 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 lire of said Lot 14, soid Sandpiper Creek Addition and along soid south line, 161.1C ft. to the southeast corner thereof; thence S2 26'21"E, 'S2.02 It. to the point of beginning, containing 8.0402 acres more or !ess. 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 AND RE LATIONS HAVES FEN COMPLIED H. DATE OF EXECUTION E 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 IS PLAT. DATE XECUTON Winrock Develop Company 2101 Brookwood ive Suite 100 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 ME, AND THAT THE RULES AND REGULATIONS, AND ALL OF THE ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN ROCK SUBDIVISION RULE D REGULATIO S COMPLETED, THIS DOCUMENT IS HEREBY HAVE BEEN COMPLIED ITH. ACCEPTED. THIS CERTIFICATE IS HEREBY r7 EXECUTED UNDER THE AUTHORITY OF SAID l 2 / RULES AND REGULATIONS. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ° -7 9 C ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION LITTLE CK PLANNING COMMISSION a CERTIFICATE OF RECORDING F THIS DO MENT, NUMBER EDT•4 m;' RECORD 0, ov 194/5-, IN PLAT BOOK PAGE 4 1 � 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 / 10,000FT 5. RADII AT INTERSECTION OF STREET RIGHTS OF WAY ARE 25' 6. LOTS WITH ROUNDED CORNERS ARE MEASURED 10 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 DATU M. 8. 100 Year Elevation: ie. 0z3fVVV1. 9. MINIMUM FLOOR ELEVATION: e. MIN. FLOOR ELEVATION 346.0 6 Scale 1" 50 n T t Sand•i•er 150 AN AmMON TO THE UTY OF UTTLE GlocK, ARKANSAS © .VV [lllJl 11 1L•e .DA 111Cs23 e� Li2,90(01k 111.Cu 9 Z V O CIVIL ENGINEERING, LAND PLANNING 8 DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 VICINITY MAP SCALE: 1" = 2000'