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HomeMy WebLinkAboutS-0503-R Map 4'qP 14 S25' 10'04" E b 1 1.92' �0• 10' 7� CURVE LENGTH DELTA 17 \ \ J129 �1 �0 \'O sJ) 6� / O s TANGENT ARC DEF C1 109.20: 32'45'37 56.14' 30'0'0" C2 100.82 10'04'55' 50.54' 10'0'0" C3 20.27' 10'32'47" 10. 16' 52'0'0" C4 79.00' 30'01'05" 40.43' 38'010" p MIN. fL00R E_Cv �• a01 346.0 5 �22• /� �r m 0' � /�'7i j,5 �F-p5 NOT 18'OS„W N6 /Seas d 00 s� O O 1 6.44 �E5' F° U \ C3 �� 40 \3 c? 10, \ 346.0 d. C� C� ----- 7.5 - 102 9 �b 2, --_- s _ rn 1 AC• \6 N88-14'44"W 593.16' Northeast Corner, O ti ,160� Easement ��b' 1, J \ POOR' _. ._ __ -_ __. of 1Sectionn W16. 1/4, O. \o CP ° -13-W Off: 25' 92'47, 41 Limit of 100 Year 7.5' o Flood Elevation S 101 �-3 20 `MIN. FLOOR ELEV. �Oi s'O. `'' •-I jam\ © �.1 2.5' 9a n 5.0e 128. 14"O g BENCH MARK: 5'/ 06� Manhole Rim at C r, ^ front corner of Point N Northing EastiIn O I N BM 5-'97'08' \ Lots 41 & 42 4 144360.86 1190416-05 B.M. Elev. 350.57 5 144302.36 1190265.55 v' + 1 00 0) 0) 42 ? \O �ii; 6 144249.76 1190155.30 18'Esmt. D 7 144233.45 1190157.39 ' MIN. FLOOR ELEV. Gov 6'- 8 144153.46 1190220.65 25' Building Line 345.5 9 \� �3c N 9 44291.57 n9o27o.6z 11 144223.46 119048 33 0 167,59• N t"1 18710, �r�� Cn 15 143957.18 1190606.12 _ s7-- _ 5' Easement 16 143866.37 1190867.70 9 ,y 1 D2.51 • 9S 10, 0'- - 174.40,-- S tJ� 19 143699.88 1190784.09 21 143655.09 1190761.77 22 143532.85 1190701.59 -' N8750'44"W N 25 143548.13 1190209.09 O 29 143650.60 1190208.13 SC' �[I'Q�S N -0 43 30 143700.69 1190209.22 R;'VJ Q _ (o '` 32 143784.80 1190209.32 �'�/9 r �' M.N. FLOOD ELEV. `� N0559'37"W 33 143848.21 so'as-sc 50.57' 121.80' 0 4 34 143922.92 1190230.31 ® ^ 7) 9 N \�Q 35 144023.6' 1'90235.78 d- 9Qi 90 89, O 215 6t7 36 144073.90 1190230.5C 00 O to _O I 25' B.L. Lu re' Esmt. `0 4, 4 \� '- Ln 103 lezoa' s s' o 7rno 00 G5 25' j 9"9 ---217.27 m, 546J O N - 5' Eosemen.: 1 S% ® any 85.00' 9�' n �8/12' +�9mt. �0 O57'�8.. �O e," _ pg / � 2. E 276. �. 9z I 45 CO. / eh' 8g, 1� 10 � 0 �. 1 56 1 65.45' II 0D\ / 0' 1 4 B� N ZD,%, / /25' l� 7.5'Easement w 5. Esmt. I \ 9,921 Ala 165.22' m Q-o n as ® 46 0_ m / j1 N �19, N ul 2.5' / M 0 O 0 �6 \ 8' Esmt. 0 I C 86.10' 00 N I N 51 mm I O 5? / M 6� ��53 110.00, 9O' w O +9 ® 9"be 09• I I ? ; I M 48 i 00 N � O .� r0 I I I , O Ln O O N I 25' Building Line I 3 g• Esmt. 1 0 25' Building Line J Lj 25' B.L. a d 70.00' go- 127.05' 32.87 I9953 �JS. l a2� �a 70.00' �a 70.00' so 36, 85.00' m 0 1616' 97.00' J L 25' NO1'14'57"E Z N8738'37 E C4 . 50.10' Rda@ 25' N8738'37" E + ofts 347-05' 25' C3 ® 25 122.0'9° 65.00' - -•-5-'Ecsemen� r= O'e gen-t ll i 65.00' s9e n_r 71 .97'-- n4.5_6�> 67 4?' 65.00' 65.001- ''a- 65.00' dB 19.3547.52' 5i am 4 1 :2.5 25' Building Line �_� % � 25' Building Line s+ 2.5;�1 i 5• � � No e'+ I a N / S26'29' 1 B W s' Esmt. aol ,6, EsTt. r I O - % 4 L6 3 50.04' _ 0 (0 o rn� 3 80 ao y _ 5' �� 7/ NII N E Z n 70.26' e° 65.17 '. �`�7' e°0 65.17' -j ° 65. 17' ?• a,° - 65.17'- 57.50 Os 39.1 ® N88' 13'23" W 492.74' a October 24, 1994 Sandpiper Creek Legal Description Part of the E1/2, SW1/4, Section 9 and the NE1/4, NW1/4, Secticn 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 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 S2629'18"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 o point; thence NO'32'12"W, 102.47 ft. to a point, thence N1'14'57'E, 50.10 ft. to a point; thence N0'36'47'W, 84.11 ft, to a point; thence N42'39'16"W, 86.22 ft. to cipoint; 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 N703'31"W, 80.16 ft. to a point; thence N38'20'03"W, 101.98 ft. to a point on the north 'ine 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 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 N6429'32`E along the south line of said Lot 17, 122.15 ft. to the southeast corner thereof, scid coint 'y ng on the westerly right-of-way line of Creekside ;.rive; tnert&e S25'10'04'E along said westerly right-of-way line, 11.92 ft. to the intersection of said lire 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 sold Lot 14, said Sandpiper Creek Addition and alorc said south line, 161.10 It. to the southeast corner thereof; thence E25'26'21"E, '52.02 ft. to the point of beginning, contcinina B.0402 acres more or less. p 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 HAVE EEN COMPLIED IIH. DATE OF EXECUTION E D. WHITE REGISTERED LAND SURVEYOR N0. 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. 1145- DATE EXECUTION Winrock Develop Company 2101 Brookwood ive 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 ME, AND THAT THE RULES AND REGULATIONS, AND ALL OF THE ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN ROCK SUBDIVISION RULE NO REGULATIO S COMPLETED, THIS DOCUMENT IS HEREBY HAVE BEEN COMPLIED ITH. ACCEPTED. THIS CERTIFICATE IS HEREBY n EXECUTED UNDER THE AUTHORITY OF SAID 2 / RULES AND REGULATIONS. DATE OF EXECUTION TIMOTHY E. DATERS �' REGISTERED PROFESSIONAL Y ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION LITTLE CK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DO MENT, NUMBER FILl RECORD' •'+/ 1915 , 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: 3.17 / 10,000ET 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. C2E3M11!'l. 9. MINIMUM FLOOR ELEVATION: i.e. MIN. FLOOR ELEVATION 346.0 0 50 Scale 1" - 50 ft DATE. H-22 -94 150 F'A L P1 A T As s4igj7'r-j PLAN OF L®TSy 39-52v 73-80 & =-ft Z'Sg::D&0 AN QDDMON TO THE CITY OF LITTLE ROCK, ARKANSAS © MEMO& tJ.13n9001 111.L:e 9 llM(17 0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 VICINITY MAP SCALE: 1" = 2000'