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HomeMy WebLinkAboutS-0503-S Map 2N88'14'44"W 593.16' Northeast Corner, i --- -- -- NE 1/4, NW 1/4, of Section 16, 41 \ �� T-1-N, R-13-W 51. 6� 42 \ s� - - - � G 1J 70 ------4-3 - �o 44 --------- I I \ Mop I 9 50 II 51 POB I I I 52 I I 0) / PSM? rn 6599 ,C) / o/ 53 20° / S67 76' 3S" E 3 2� 02 P 01 .6) .4 5 CURVE LENGTH DELTA RADIUS TANGENT CI 27.76ft 10.32'49' 150.78ft 13.92ft C2 9420ft 35'47'40' 150.78ft 48.69ft C3 119.19ft 45'17'27' 150.78ft 62.90ft C4 _ 3367ft 12.47'34' 15078ft 16,90ft O _ _ 6 8S rn 1 a p�N�NER � R�Ncy �R EE Legal Description Part of the NE1/4, NW1/4 and the NW1/4, NE1/4, Section 16, T-1-N, R-13-W, Pulaski County, Arkansas, more particularly described as: Starting at the Northeast corner of the NE1/4, NWi/4, said Section 16; thence N88'14'44W, 593.16 ft. to a paint on the East line of Lot 41, Sandpiper Creek, an Addition to the City of Little Rock, Arkansas; thence S25'06'35"E along the East line of said Lot 41 and Lots 42-44, said Sandpiper Creek, 294.07 ft. to the Northernmost corner of Lot 50, said Sandpiper Creek Addition; thence S70'51'18"E along said Lot 50 and Lots 51 and 52, said Sandpiper Creek Addition, 276.89 ft. to the Northeast corner of said Lot 52 and the point of beginning; thence S70'49'27'E, 78.13 ft.; thence S61'16'35'E, 210.89 ft.; thence S71'39'03"E, 245.61 ft.; thence S48'50'20"E, 398.17 ft. to a point on the West right- of-way line of Interstate Route No. 430; thence S3'23'21"W, along said West right-of-way line, 323.02 ft.; thence N85'19'07'W, 301.94 ft.; thence N66'38'27'W, 221.55 ft.; thence N51'43'24"W, 553.36 ft. to the Southeast corner of Lot 73, said Sandpiper Creek Addition; thence N26'13'29"E along the East line of said Lot 73, 136.28 ft. to the Northeast corner thereof; thence N26'30'22"E, 50.03 ft. to the Southeast corner of Lot 52, said Sandpiper Creek Addition; thence N26'40'03"E along the East line of said Lot 52, 186.39 ft. to the Northeast corner thereof and the point of beginning, containing 429,723 sq. ft. or 9.8651 acres more or less. _011 d �1,84, S7f• i\ 54 Zlo 39'03'C 24S N26'30'22"E 50.03' �6& 0. 55 2 / QD 4 Iv m / o. 51)S7 0 1 I 73 NS 800 59 �26- o oa 06 �/ // OI o 6' :� // �`A/7. �. % , // la' ESMT ��� MIN. FLOOR ELEV. R SF9- I 72 �s- oo ,� / / 9�6- rp 15' Bugding Line p / ,a / S ' J 60 �EIEV. 0Rrn8dN° 78.00' 00. L. rnO 53,26' MIN. FLOOR -_- 71 ��9n338.0 422.46RM�G (0 2055-0091 cePAGIS MARKER NO. c- �� 00 S9 '7 e>> 3° Ib'16 6 n N8.7'08'06"W 81,40' c MIN. FLOOR ELEV. NQ; 364 N 3 94'44' 3n.o PAGIS MARKER NO. 2055-0092 �9 \ ok 61 �� �0 4 7 \o y� N32,63%7.lOZ 9 54.30' N o o 39, 91 Z �� m ^� _^O O- Y� IS MIN. 33FL00fl ELEV. O 7.0 ^. ^ ESM S& \ 90'00' 1CP 1� / Q1 69 6 a / 9g99- \�6] \ Fj 0. V0, 'Oi7 62A MIN. LOOR DEV. 68 67 �s�,��,. �sr �.43 62B 4. ss\ �8 62C �/ / F \ � 4/ „i- �` / MIN. FLOOR ElEV. 6 6 \ O1' 335.0 �9 20 / 90,00 41 lop IS cv ti gd �36 2 �� Vh S6O ry? 6S pO . 2 65 1 \ 6gi �SS�• O �.a 10' ESMT 62D LOT LINE Ilp �60N 4 TYP ESMT S9 �� g 6so 01 STATE PLANE COORDINATES ' S w ' 2ti� \�4' ass 12014 PT. # NORTH EAST 5' 68 n (a'�e'Ig, T 1 143866.2856 1190867.6333 1> 64 0 3� RIGHT OF WAY o0- 0 50'R 0 h2 ��ti 165,35' 2 143840.6223 1190941.4283 I 43. o 3 143739.2718 1191126.3679 P ob o ~ �i 4 143661.9520 1191359.4900 TYPICAL AP&L EASEMENT g�6 Ln 63 \� SA. 5 14339 9.8850 1 191 659.2570 6 143077.4300 1191640.1608 138*37' 7 143102.0727 1191339.2281 1 1 1'55, 8 143189.9159 1191135.8369 fig- 1 Ll 4)0) BI1 9 143532.6990 1190701.4300 r 62H w 39'B� rn 10 143654.9514 1190761.6512 `` ; �/ 62E 11 143699.7226 1 190783.9792 p` '1Y_ ! ® sS 9 o �o ° I I °,,: THIS PROJECT 66 L �I I l9 N6638 4S, 0 62G �I I 62F 18 C p18 MIN. FLOOR F1EV. � W 22� SS 66% CD 373.0 MIN. 37FLOOR ELEV. 3.0 a 10' ESM'T d � i� 91,30' Limit of 100 Year Flood Elevation N3 o0 / ; 0177,83' A000 N85'19'07"W 301.94, 32,81, 36th STREET i 18 18 VICINITY MAP SCALE: I' = 2000' BENDIMARK CHISLED SQUARE IN TOP OF INLET AT FRONT OF LOTS 62F & 62G ELEV, 37&601 CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER I, 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 WITH. //'' - ✓�� i Z � i7rG5 G Grs�X�' DATE OF EXECUTION DATE OF EXECIYTICIN JOE D. WHITE D.R. PAGE REGISTERED LAND SURVEYOR WINROCK DEVELOPMENT CO. NO. 534, ARKANSAS P222 COTTONDALE LANE S. 300 LITTLE ROCK, ARKANSAS 72202 INSTRUMENT NO, CERTIFICATE ICA E 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 RULES AND REGULATIONS COMPLETED, THIS DOCUMENT IS HEREBY HAVE BEEN CDMPLIE ITH. ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID Z!o 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 iEId�7 FILED FOR till' RECO'197"�OOK PAGE y I p 4 V it 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: 1:1,590,018 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 PLANE DATUM. 8. 100 YEAR FLOOD ELEVATION: i.e. 333 9. MINIMUM FLOOR ELEVATION: i.e. MIN. 3335.0 ELEV. 10. FLOODPLAIN INFORMATION TAKEN FROM PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM. 50 0 50 150 Scale 1" = SO f t DATE. 9-'1`1_95 n FINAL PLAT As Signed By: DATE o 2_ PLAT OF LOTS 53-619 62A-621H[9 63-72 Sandpiper Creek. AN ADDM®/J'RTTO nEE CIr Y OF ILA ROCK, ARKANSAS Part of NEI/4, 1/4 and the NW1/49 N EI/4 Section 116)t,rrT-1�-R[�p,�R-�193�-�T�yT�� v/)9�(9�v 7%��� y © VV 1Q{ll I1 1Ls-DA LL 1fslM1\61� m.Y. ti16yd7100 /+.\ 1( 1/ 3, I V (a CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 0