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HomeMy WebLinkAboutS-0939-B Map 4S78.16' 3, q 31 E N 171179.61 _ E 1177476.78 z O V J Q m rD V / Q O mW W ct G 06 r\ l� m r` (n In N 171178.90 E 1177480.18 S�2`3 j 18y f 133, q0, ARK N 171139.06 E 1177607.48 S79°l q'S7'E 112, 93, AN,SA,S STA TE R/Ty �AR�ABLH� CH WA Y # N 171117.99 0 E 1177718.43 64,99' N 171112.46 E 1177783.19 \ 1001 BUILDING TINE WI z J U z LOT I MINIMUM FLOOR �I ELEVATI❑N 280.00 W Ln Ln \ v \ z 100 I Y� F < pGD N 170801.73 \ E 1177465.57 308.26' \ I u� \ o� 0< tr) LOT 2 L 170641.86 1177460.83 Wq\ LINE �o G -o U q r P a outhwest corner vv I/2,NE1 4,NE 1/4 SECTION 24 T-2-N,R-14-W MINIMUM FLOOR ELEVATION 279.60 314„35, N27o00 12r� 90. S`35006'524E 191,06' 60.07' t` oo� ' 60' w q 6IS 00' N 171107.34 E 1177843.04 N 171101.72 E 1177908.80 S8p'35'51'E 124.,5 CO Q\ Lrl c�U j- 100' BUILDING SEWER LINE E ESMT 0'^ Iz r LOT 3 - q J MINIMUM FLOOR ELEVATION 280.00 I 90 189,04' � I _ LOT 4 ri I MINIMUM FLOOR ELEVATION 281.00/ \ SEWER ESMT / \,o 10' / 90• 20.0 2O0.00' 90 J0 Iz 40 0 40 120 Scale 1" = 40 ft N 171081.38 E 1178031.63 0 A Cn A 4 N 170870.85 11780c5.15 S88°I9'21'E 110.00' jo G 0 0 4 O _ , O O 7 -�b 1%O , o \ 00 a iS mon Op go- 146 �C . I � 3 20.00' �q - ?0.0 _l g0.0p �C3 o 0 90 ,A�. 00 6 j v 56605n0' N 170589.63 16' 4,48, g5 E 1177909-34 N 1N 1705541 E 11777 77767.13 _`-- 6.E 1177831.11 N 170557.42 o E 1177826.7 r L FLOODWAY DEDICATED TO THE CITY OF LITTLE ROCK N CO \ � o o d TAYLOR LOOP NOTE: MOST OF THIS PROPERTY LIES WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE WORK MAPS FOR THE LITTLE ROCK FLOOD INSURANCE RESTUDY. MAP#4 THE 100 YEAR FLOOD LINE WAS SCALED FROM FIRM PANEL # 050181 0002E (NOV.3,1993) �1 0 r A CREEK rU _rl J i �O O 0 d S81-22'24'W 58.7 3' CST5�3• �3,6 `\ E 1178072.42 890 N 170685.56 �o E 1178024.86 o L o, aTi�:15 t RF.GISTEt1F.D )FESSIUTAL E\0 -F-1 �1 f' • 7 t 5033 `��ri 1 /Y, E QP,0 N 170867.63 E 1178135.10 N 170717.71 E 1178130.49 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 POCK, SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. rAfTE�GF EXECUTICN JOE 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 WITH THIS PLAT. Williav/�.� Revocable Trust DATE OF EXECUTION William V. Mathis - rustee Nina I. Mathis Trustee INSTRUMENT NO 93-56358 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 PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN 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 RULES AND REGULATIONS. l DATE OF EXECUTION TIMOTHY E. DATERS C�/ /n' REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING ENGINEER NO. 5033, ARKANSAS COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER =#T� FILED Ffl& RECORD 19 IN P>BOOK PAGE ' At/ c� 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 CURVE. 4 DISTANCES SHOWN AI 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.DINATESjNORTH ZONE Legal Description A tract of land in the W 1 /2 NE 1 /4 NE 1 /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 N01'41'56"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 NE1/4 NE1/4; 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 N7T00'12"W, 380.00 ft. to the point of beginning, containing 307,315 square feet or 7 055 acres more or less. PLA T OF SEVEN ACRES BUSINESS PARK AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS L 0 CA TED IN NE 114 NE 114 SECTION 24, T -2 -N, R- 1 4- W PULASKI COUNTY, ARKANSAS © VV lIIlll Ll 1G �� LL 1Pa rt�•v s1�o(CLx1 Jl 1Gr q . ,T . [j]CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTOP'r STREET LITTLE ROCK, API,.ANSAS 72201 96-002",