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HomeMy WebLinkAboutS-0939-B Map 60 EE Q mW W S78.16'31 3.47,1f N 171179,61 E 1177476.78 r- O J Cr) In v co r` Co N 171178.90 1177480.18 I33, 40, ARK N 171139.06 C 1177607.48 S79°14'57'E 112, 93' AAI A,S` -S TA TTE Z j ( R/TY VARIABLE ) C l WA 1# 1 N 171117.99 Q 1177718.43 64.99' N 171112.4E E 1177783.19 100• BU I_DING LINE t WI J u z LOT MINIMUM FLOOR al ELEVATION 280,00 O 0 6 N W I CN ° r z 1100 YR F I J llbD N 170801.73 \ I E 1177465.57 00 - 308,26' \ IM 0� Q; LOT 2 MINIMUM FLOOR ELEVATION 279.60 90• 20.00' ?I 90. N 170641.86 E 1177460.83 i 0 S85'06'52NE 191.06' 60.07' t, 60' 00 �r 00 66,00, N 171107.34 E 1177843.04 N 171101.72 E 1177908.80 S80'35'S1'E 124.50' Oro 0') In N j- 0 BUILDING UILDINGLNE SEWER LNE ESM7 t I J (\ JN = LOT 3 0'- o J MINIMUM FLOOR ELEVATI❑N 280.00 M 190• 189.04' I LOT 4 MINIMUM FLOOR ELEVATION 281.00/ \ SEWER / 10' ESM7 \ / ,o J_ 20 0.00' 90• z IJ oI o 00 m 0 03 0 to �O p0 ~ FLOOO�'•4Y L1N pagis rnon °O O E 314 35 I o Og0-0146 N77.0p,�2 � a � '90• ' 3 20.00' cv )0.0 80.0 p, gp o 00 `y . ap' z 40 0 40 Scale 1" = 40 ft N 171081.38 L 1178031.63 CD A cn v 31 no O N 170870.85 1178025.15 S88"19'21'E 110.00' 90• o O 116 o� 4� O S81°22'24�W .g� �\58.73" 1N 7 E 107 7808.90 072.42 N 170685.56 moo E 1178024.66 L �O O 0� 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 .•�Gl :II-i;'7�J'., SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT. 0 �•• ROCK SUBDIVISION RULES AND REGULATIONS William VVMM this Revocable Trust ^''' •• HAVE BEEN COMPLIED WITH. v/�✓.�/� �.�, •;.;�. f%G�✓� s S Ter - DATE OF EXECUTION William V. Mathis - rustee %f '1 tom,•'., ATE OF EXECUTION JOE D. WHITE Nina I. Ma his Trustee ( •....••' - REGISTERED LAND SURVEYOR NO. 534, ARKANSAS INSTRUMENT NO 93-56358 N 170867,63 E 1178135.10 N 170717.71 E 1178130.49 CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE / ► 0 PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN /�A 1, N1, ,, ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY ` ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY • • • HAVE BEEN COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF SAID Hyt;ISTEIIF.D RULES AND REGULATIONS. p1loVESSION.IL ; J • • • If DATE OF EXECUTION TIMOTHY E. DATERS ' /J9 P o 5033 REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING ENGINEER NO. 5033, ARKANSAS COMMISSION �E CERTIFICATE OF RECORDING . THIS DOCUMENT, NUMBER ¢ FILED FBB RECORD 19 IN P AT//13OOK G PAGE GENERAL NOTES: - 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN - - _ _ ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CU R VE. 4 DISTANCES SHOWN ALON, CURVES'ARE CHORD DISTANCES. 5 RADII AT INTERSECTIONS OF STREET RIGHTS OF WAY ARE 25' 6 ERROR OF CLOSURE: 1:185.000 7. BEARINGS ARE BASED ON ARKANSAS STATE PLANE COOP. DIN ATES/N OR TH ZONE Legal Description A tract of land in the W1/2 NE1/4 NE1/4, Section 24, T-2-N, R-14-W, Pulaski County, Arkansas, more particularly described as: Starting at the Southwest corner of the W1/2 NE1/4 NE1/4, said Section 24; thence NO1.41'56"E along the West line of said W1/2 NE1/4 NE1/4, 686.31 ft. to the point of beginning; thence N01.41'56'E and continuing along said West line, 537.99 ft. to a point on the south right-of-way line of Arkansas State Highway #10; thence Southeasterly along said south right-of-way line the following bearings and distances; S78.16'31"E, 3.47 ft., S72'37'12"E. 133.40 ft.; S79'14'57"E. 112.93 ft.; S85'06'52"E, 191.06 ft. and S80'35'51"E, 124.50 ft.; thence S01.45'47'W, 210.63 ft.; thence S88"19'21"E, 110.06 ft. to a point on the East line of said W1/2 NEi/4 NEi/4; thence S01.45'41"W along said East line 150.00 ft.; thence S81.22'24"W, 58.73 ft.- thence S63.57'16"W, 53.16 ft., thence S50.14'40"W, 150.00 ft.; thence S66'59'40"W, 85.00 ft.; thence N77.00'12"W, 380.00 ft. to the point of beginning, containing 307,315 square feet or 7.055 acres more or less. 9 00 60 5�/_ N 170571.16 0 p' N 170589.63 ` 61. 16' 4,48, VZ E 1 177909.34 PLA T OF N 170556.41�/�/ T o E 1177767.13 E 1177831.11 SE VEN ACRES BUSINESS PARK N 170557.42 rn o0 E 1177826.7 r AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS n o FLOODWAY DEDICATED TO THE CITY OF LITTLE ROCK 1v _n o o O 3 outhwest corner vv I /2,NE 1 /4,NE 1 /4 SECTION 24 T-2-N,R-14-W LOOP NOTE: MOST OF THIS PROPERTY LIES WITHIN THE ro _q 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE WORK MAPS FOR THE LITTLE ROCK FLOOD Ors INSURANCE RESTUDY. MAP#4 THE 100 YEAR FLOOD LINE WAS SCALED FROM FIRM PANEL # 050181 0002E (NOV.3,1993) TAYLOR CREEK LOCATED IN NE 1 /4 NE 114, SECTION 24, T -2 -N, R -14 - W PULASKI COUNTY, ARKANSAS © VV 11211L L( 1PPJN!'� !1 L^ L11dY C.L,'�1��1.%tl..lJ.tll Ll 1L•�d`.9 Jl.l V �� "' [j]CIVIL ENGINEERING, LAND PLANNING k DEVELOPMENT, SURVEYING C3 01`'1r'h 401 VICTOR'r STREET LITTLE ROCK, ARKANSAS 72201 BY: -- �- - 96-0025