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Home My WebLink AboutS-1538-E Map 211 � VICINI I Y MAP (NET TO SCALE) #4 REBAR SW CORNER NW 1/4 SW 1/4 SECTION 4 T-1-S, R-13-W S 89035'55" E 1044.07' CERTIFICATE OF ENGINEERING ACCURACY _-PATRICK-M.-MCGETRICK ------ HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGIN %EQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HA�%L��IED WITH. � _ SIGNED ARR `§ III , p 1 /23/2013 DATE OF EXECUTION NAME,-4. T , ..00 .441��r1• P k, Pit CERTIFICATE OF SURVEYING ACCURACY -_JAMES A._ RASBURRY HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE BY ME AND BOUNDARY MARKERS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION, TYPE AND MATE �G 19 ORRECTLY SHOWN. SIGNED STATE OF Q ARKANSAS No. 1506 1 /23/2013 ______ o ---- ------------------ fi------ DATE OF EXECUTION NAME R SEDa URVEYOR No. 1506 s� L LA 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. SI 1 /23/2013 L ----------DATE OF EXECUTION N TOWNNTER, LC. 11419 STAGECO H ROAD SUITE 2100 LITTLE ROCK, AR. 72210 SOURCE OF TITLE;OS;R_(TO.g.g= PAGE ------- INSTRUMENT No -------- CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. 118895_595 1188358.646 118377.068 15' EMT.��3.23' 1188333.196 S 118330.00 1188327.313 119766.652 1188758.E 119749-6J 4__ 1188741.269 C O1 ' PAR NW 11 RE, p ��o3ri/5- 25 RI_ r I 118686.0 / 1188379. ,o 0 11$541.8 1188392 I 6 1 �6 PART i SW 1/ I S 1/4 118401.347 1188426.588 837-4.962 188426.397 �5' BLDG ;.INL 4L94ZZ581 1188560.805 LAKE T FACT B 2 51,342.72 sq. Ft 507 Ar-c- CID PROPERTY DESCRIPTION PART OF THE SOUTHWEST QUARTER, AND PART OF THE SOUTHEAST QUARTER, ALL IN SECTION 4, TOWNSHIP I SOUTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS DESCRIBED AS FOLLOWS, COMMENCING AT A #4 REBAR MARKING THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 4, TOWNSHIP 1 SOUTH, RANGE 13 WEST1 THENCE SOUTH 89035'55' EAST ALONG THE SOUTH LINE OF SAID NW 1/4 SW 1/4 FOR 1044.07 FEET TO A POINT ON A EAST RIGHT OF WAY LINE OF A ROAD AND THE POINT OF BEGINNING! THENCE ALONG SAID EAST RIGHT OF WAY THE FOLLOWING COURSESi THENCE NORTHERLY ALONG SAID RIGHT OF WAY 163.50 FEET ALONG A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 570,00 FEE'! SAID CURVE HAVING A CHORD DIRECTION OF NORTH 13°06'15' EAST AND A CHORD LENGTH OF 162.94 FEET) THENCE NORTH 21°19'17' EAST 454.39 FEET) THENCE NORTHEASTERLY ALONG SAID RIGHT OF WAY 328,95 FEET ALONG A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 770.00 FEET SAID CURVE HAVING A CHORD DIRECTION OF NORTH 33'33'35' EAST AND A CHORD LENGTH OF 326.45 FEET1 THENCE NORTH 45047'54' EAST 24.44 FEET! THENCE SOUTH 45°47'31' EAST LEAVING SAID RIGHT OF WAY LINE 1568.26 FEET TO A POINT ON THE WESTERLY RIGHT ° Z OF WAY OF I-301 THENCE SOUTH 43046'47' WEST ALONG SAID WESTERLY RIGHT OF WAY 1103.96 FEET TO THE INTERSECTION OF THE WEST RIGHT OF WAY OF I-30 0 AND THE NORTH RIGHT OF WAY OF OTTER CREEK ROAD1 THENCE ALONG THE NORTH RIGHT OF WAY OF OTTER CREEK ROAD THE FOLLOWING COURSES NORTH 77°58'08' z o w WEST 236.04 FEET) THENCE NORTH 58'10'17' WEST 18.32 FEET! THENCE NORTH 82°44'03' WEST 68,81 FEET1 THENCE NORTH 80°17'26' WEST 145.12 FEETi THENCE w o WESTERLY ALONG SAID RIGHT OF WAY 334.44 FEET ALONG A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 505.00 FEET SAID CURVE HAVING A CHORD z IN DIRECTION OF SOUTH 82°32'55' WEST AND A CHORD LENGTH OF 328.37 FEET1 THENCE NORTHERLY 97.44 FEET ALONG A CURVE CONCAVE EASTERLY HAVING A RADIUS m o OF 448,00 FEET SAID CURVE HAVING A CHORD DIRECTION OF NORTH 02°05'06' WEST AND A CHORD LENGTH OF 97.25 FEET) THENCE NORTH 04°08'46' EAST 307.61 N F 955,00 FEET SAID FEET) THENCE NORTH 88°42'19' WEST 27.19 FEET! THENCE NORTHERLY 47.28 FEET ALONG A CURVE CONCAVE WESTERLY HAVING A RADIUS Ow CURVE HAVING A CHORD DIRECTION OF NORTH 07.07'11' EAST AND A CHORD LENGTH OF 47,27 FEET) THENCE SOUTH 88°42'19' EAST 93.23 FEET TO A POINT ON THE oz� EAST RIGHT OF WAY LINE OF A PROPOSED ROAD! THENCE ALONG SAID EAST RIGHT OF WAY THE FOLLOWING COURSES NORTH 00'24'55' EAST 26.39 FEET! THENCE v,o NORTHERLY ALONG SAID RIGHT OF WAY 243,74 FEET ALONG A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 830.00 FEET SAID CURVE HAVING A CHORD z z o DIRECTION OF NORTH 07°59'S2' WEST AND A CHORD LENGTH OF 242.87 FEET1 THENCE NORTH 16'24'38' WEST 46,02 FEET1 THENCE NORTHERLY ALONG SAID RIGHT OF WAY 196.85 FEET ALONG A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 570.00 FEET SAID CURVE HAVING A CHORD DIRECTION OF NORTH 06°31'01' WEST AND A a Y Q CHORD LENGTH OF 195.87 FEET) THENCE NORTHERLY ALONG SAID RIGHT OF WAY 15.02 FEET ALONG A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 570.00 FEET m a SAID CURVE HAVING A CHORD DIRECTION OF NORTH 04.07'54' EAST AND A CHORD LENGTH OF 15.02 FEET TO THE POINT OF BEGINNING. CONTAINING 40.59 ACRES, ,00 MORE OR LESS, \J, PART OF NE 114 SW 1/4 LOT 4 1171401 sq Ft 2689 Acres 45' BLDG. LINE _ 9] PART OF SE 1/4 SW 1/4 N 88042=19" W 27 i ' Eswr. 15ESMr. C 16 118329.5 �P'T S 88°42'19• N 763.14' 88042'19" W 234,43' �RSIE 3 1188354.516 s 88 4 '19' E I S 88°42'19" E 185.17' 88°42'19" E 0, PRo -L 112,40' � R� RIB 15' ES ML 19' ESM7, L 45' BLDG. LIN 45' BLDG. LINEN 45' BLDG. LINE �r Q a, ti �L,�� J o LOT LOT 3' z ti w 75717 sq ft 0` W q 107463 sq, Ft 0 N 174 Acres b 2,47 Acres 118022.738 1188332.276 (C 4 D 117925_552 1188335.814 SIG D -------1------- - -- ------ zip l�---------_ -- DATE OF EXECUTION L.R. L NNING COMMISSION 2013013220 Received: 2119/20731.43:45 PM Recorded: 0211912013 01:56- _ Icial Records of Larry Crane, PULASKI COUNTY CIRCUITICOUNTY CLERK CERTIFICATE OF RECORDING Fees$15.00 THIS DOCUMENT, NUMBER ------- FILED FOR RECORD -------, 20---, IN PLAT - BOOK -------' PAGE------- � ell OWN S-= -----------1- K W 51t.' o _ 1 '48J �a.Aft ��_reS( LINE �5��1 �- ' ESPT13 63 117968.136 14S 1 W BERG EINC S I. 1188661.406 11794.66 / Is' e �8 7ENT.. 7°807°'1188804.442 23 117934.960 1✓ 'a 1188872.698' j1 L117925.295 1188888.268 117876.094 ❑T I CREE11 RC1 ;D 1189119.123 100 0 100 200 Sccie V = 100' 14 CURVE TABLE CHART NUMBER CHORD DIRECTION RADIUS ARC LENGTH CHORD LENGTH C1 N 13106715" E 57000 163.50 162.94 C2 N 33°3335" E 770.00 328,95 326.45 C3 S 82°3255- b✓ SD5.00 334�44 32837 C4 N 02°05'06" W 448,00 97�44 97.25 CS N 07°07'11' E 955�00 47.28 47�27 C6 N 07°59'52" E 830,00 243,74 242.87 C7 N 05°45'43" W 570.00 211.88 21066 C8 N 04°07'54" E 570.00 15,02 15, 02 C9 N 06°31'01' W 1570,00 19685 Ill 87 C10 N 44°OB'42" W 30.00 46.66 4210 Cll N 47°43' 33, E 35,00 5324 48,25 C12 S 87°36 22" W 505.00 244J0 24232 C13 S 70°30'29' E 420,00 266.79 262.32 C14 S 00°51'54" E 30.00 50.49 44.74 CIS S 83°35'49' W 30.00 44,41 4047 C16 N 69°47'43' W 148000 316.84 311.12 LINE TABLE CHART NUMBER DIRECTIUN DISTANCE L1 N 7 500' L2 N 01°17'41' L 5,00' 73 N 01-09'36' E 6' L4 N 45°47'54" E 24:44' j118673.159 1189882.937 i E alp .yh b NOTES: 1. BEARING DATUM BASED ON PAGIS GPS REFERENCE STATION- �k� 2. IRON PINS (#4 REBAR) SET AT ALL LOT CORNERS 3. LINEAR ERROR OF CLOSURE EXCEEDS 1/10000 UNADJUSTED 4. ALL EASEMENTS MAY BE USED FOR DRAINAGE AND/OR UTILITIES 5. ALL DIMENSIONS ON CURVES ARE CHORD DISTANCES. ,To � 2013014206 Received: 2/22/2013 11:58:24 AM Recorded: 0212212013 12:06:48 PM Filed 8 Recorded in Official Records of Larry Crane, PULASKI COUNTY CIRCUITICOUNTY CLERK Fees $15.00 2avts�d � .....,a sue.. AMENDED FINAL PLAT 1 FINALPLAT LITTLE ROCK, ARKANSAS �i �.r MNG0 rimnR5 - PLr:R5 - SURVE:V®RS 11419 STAGECOACH ROAD, SUITE 2100 LITTLE ROCK, ARKANSAS 72210 PHONE 501-455-8899 JANUARY, 2013 y { y, I i I I 1 I ham'-1 Y'NI'�II I I'll �l' I li to I i I Ii 1