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HomeMy WebLinkAboutS-1934 MapSW CORNER SW1/4 NW1/4, SECTION 28, T-2-N, R-14-W, FOUND STONE ^ S87026'29"E 1316.98' __J1v GRID N:163961.2250' GRID E:1157435.0190' LATITUDE: 34' 46' 57.6417" LONGITUDE: -92' 30' 56.9259" NOTES SURVEY BEARINGS ARE BASED ON GRID NORTH AR STATE PLANE NORTH ZONE AS DETERMINED BY GPS THE BEARINGS SHOWN ON THIS PLAT ARE ASSUMED AND ARE TO BE USED TO DEFINE THE GENERAL DIRECTION AND TRUE ANGLES AT INTERSECTION OF PROPERTY AND LAND LINES. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. NO STATEMENT IS MADE AS TO THE EXISTENCE OR LOCATION, EXCEPT WHERE SHOWN OF ANY PROPERTY CORNER MONUMENTS. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL MEASUREMENTS PRIOR TO BEGINNING CONSTRUCTION. (IF APPLICABLE). SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF SURVEYOR IN RED PRESENT ON IT. VERIFIED. NO OTHER UTILITIES NOT FIELD V E STATEMENT IS MADE AS TO UTILITY EXISTENCE OR LOCATION. I CERTIFY THAT THE ABOVE DESCRIBED PROPERTY HAS BEEN SURVEYED, CORNER MONUMENTS HAVE BEEN ESTABLISHED IN ACCORDANCE WITH EXISTING MONUMENTATION IN THE AREA AND IMPROVEMENTS IF ANY ARE AS SHOWN HEREON. WALDENWOOD ESTATES BEING AN UNRECORDED SUBDIVISION IN PULASKI COUNTY, ARKANSAS. ERROR OF CLOSURE EXCEEDS ARKANSAS STATE MINIMUM STANDARDS FOR TYPE A SURVEYS. DECLARATION IS MADE TO ORIGINAL PURCHASER OF THE SURVEY. IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. ©COPYRIGHT 2022 ARKANSAS SURVEYING AND CONSULTING, INC. ALL RIGHTS RESERVED. THIS DOCUMENT CANNOT BE REPRODUCED AND OR ALTERED IN ANY WAY WITHOUT THE WRITTEN AUTHORIZATION OF ARKANSAS SURVEYING AND CONSULTING, INC. TE OF AUT ARKANSAS G SURVEYING AND CONSULTING INC. NO. 1462 GIST�+� '� suarsnrr$ -�� C a 9� Ui 20 2�wi o ao cis co F aw �fOA'A L 5�� SW CORNER CHRISMAN, DWIGHT / SE1/4 NW1/4, AND LEIGH ANNE / SECTION 28, T-2-N, R-14-W, / _ GRID N:163902.4344' GRID EA 158750.6822' LATITUDE: 347 46' 57.1281 " LONGITUDE: -92' 30' 41.1503" P.O.C. WALDENWOOD WEST SUBDIVISION & 20' EASEMENT d NW CORNER NE1/4 SW1/4, Co SECTION 28, T-2-N, R-14-W �-1 C0 ° ;7)_ P.O.B. WALDENWOOD WEST SUBDIVISION S61046'39'E 125.93' BEVANS, JAMES AND AKINS, JOHN 2! r' a w S41°31'13"E �\ 120,97' O 1-VJ I \ Z J I \\\ I a I TR�eGT .J M I 3 lie \ SET 1 40% �j► *0 140 HOLLOWAY, STEVE AND SANDRA WALDENWOOD WEST SUBDIVISION TOTAL14.94 ACRES# S26032'46"E e I ro S59039'53"E ss a TF 95.66 S79030'45"E I1n 207.05 �a ` 134.11 ICD N83000'44"E /% I . BFE - 391.15' / A 10D MINIMUM FFE-392.15' / �\ 84.92 S49057'38"E 00 eLoc s ---�\ 00I / � SETBACK 108.75' � \ LOT 1 N Ci 5.00 ACRES# o BFE - 394.30' 93.43 ° a � MINIMUM FFE - 395.30 ZONE AE I o/ a � 0 051 19CO295GI z i N20004'52"E its, Of 0 627.i2/% EFF. 7/6/201 S04006'28"W ' I /1 11I 89.84' S66°21 33 W LOT 2 I 421.36 J P.O.B. I 20' EASEMENT / / 4.94 ACRES# /N20008'05"E S10008'56"E e e� 5�0PCK S06038'08"E I' o 177.87' / / 155.65' �a 9�OG 119.28' / BFE - 400.01T 1 chi / II S88047'52"E MINIMUM FFE - 401.00' 184.26' I�sET 1/2" S12°43'40"EJ�'',� AIR I / I REBAR r„ AR L-_-25_BLDG- _-J / Er 1/ i I S01037'52"W 142.44' SETBACK REBAR I 169.60' N88°47�I FOUND 1/2" \ I FOUND 1/2" 234.20 REBAR \ 1I REBAR S01042'48"E I S24010'59"E \ I y S34050'54"E LOT 3 148.89' 1 101.30' \ 47.18' I / S14036'39'E \ \ I 46.19' \ `\ �� 5.00 ACRES# GRID N:162729.0208'GRID LATIITUDE 3,V 14fi 145.5204" N32008 27"W \\ 00) LONGITUDE: -92' 30' 41.5000" 444.97' / - S36°19'08"E Vic\ 92.83' \ \ FOUND MAG NAIL y, \ FINAL PLAT LOTS 1=3 IN ASPHALT 15' WATER/GAS \ \ \ ROW ESMT. 9C\ 20' INGRESS/EGRESS \ ��'¢\ \\ Wsi. NO. 200311F 4829 \ AND UTILITY EASEMENT \ \\ \` _ _ _ „30' PRV_r. RDAD Fzi, 0.27 ACRES± _ S31°31'43"E \ 64.29' \\ CARROLL, JOSHUA S31038'10"E AND CHRISTINA 89.34' GRID N:162347.6620' GRID El159186.2400' FOUND - LATITUDE: 34' 46' 41.7726" COTTON LONGITUDE: -92' 30' 35.8324" PICKER SPINDLE WALDENWOOD WEST SUBDIVISION SECTION 28 T-02-N, R-14-W PULASKI COUNTY, ARKANSAS Asc-sewer\working data\Land Projects 2004\02N_14W SEC 28\dwg\SECTION 28 DENNY ROAD.dwg PERSONS FAMILY REV. LIVING TRUST S42011'23'E 163.30' PICKER N83°55'09"W 449. - 159042'03"W SPINDLE 39.13' � S59056'21'V S PICKEET R 80.01' SPINDLE CYRUS,ARTHUR AND MARY Certificate of Flood Note: By graphic plotting only, part of this property is in Zone "AE" of the flood insurance rate Map, Map Number: 05119C panel Number: 0295G which bears an effective date of July 06, 2021 and is in a Special Flood Hazard Area. No field surveying was performed to determine this zone and an elevation certificate may be needed to verify this determination or apply for a variance from the Federal Emergency Management Agency. -.. W y SET COTTON mac, PICKER --SPINDLE S06°25' 1 "W 43.99, ROYSTUART, CARISTIAN CERTIFICATE OF SURVEYING ACCURACY I. Marion Scott Foster , 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 Regulations have been complied with. 07-20-2022 Date of Execution Marion Scott Foster P.S. Professional Surveyor 1467 CERTIFICATE OF FINAL APPROVAL Pursuant to the Little 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. Date of Execution ( 1 ) L. R. Planning Commission CERTIFICATE OF FINAL APPROVAL Pursuant of the Pulaski County Subdivision and Development Code, this document was given approval by the Pulaski County Planning Boar. All of the conditions of approval having been completed, this document is hereby accepted and this certification executed under the authority of said code. This certificate shall expire LEGEND POWER POLE 4 LIGHT POLE + GUY WIRE ANCHOR -9 4 SIGN REDUCED PRESSURE ZONE- ►2i WATER VALVE A WATER SPIGOT A IRRIGATION CONTROL VALVE A WATER MAN -HOLE 0 WATER METER A SANITARY SEWER MAN -HOLE - STORM DRAIN MAN -HOLE- 5 FIRE HYDRANT I CABLE RISER G GAS METER n GAS MARKER I FIBER OPTIC MARKER - FIBER OPTIC PEDESTAL - COMPUTED POINTS ELECTRIC PEDESTAL 0 TELEPHONE PEDESTAL 13 AIR CONDITIONER UNIT M CONCRETE BOLLARD Y DROP INLET GRATE HANDICAP PARKING BOUNDARY CORNER MARKER- O POINT OF BEGINNING P.O.B. ELEVATIO ELEV. Ll BASIS OF BEARING: NAD-83 GRID NORTH Date of Execution tName(signature) ARSP NORTH ZONE. Pulaski County Planning & D I t D' t eve opmen Irec or 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 subdivision said real estate in accordance with the within plat. 7/Z 8 L22 G'�� ��✓ Date of Execution CHARLES H. SCHXrFNER SCHAFFNER FAMILY REVOCABLE LIVING TRUST 15 Waldenwood Lane, Little Rock, AR C Date of Execution /A4M`A_D_.BEVANS05 nny Rd, Little Rock, AR 7 i Date of Execution T. AKINS I =05 Denny Rd, Little Rock, AR Source of Title. D.R. 2010 Page_063663- Instrument No. 2010063663 , and Source of Title. D.R. 2015 Page_020462- Instrument No. 2015020462 . CERTIFICATE OF RECORDING This document number Plat Book , Page N WE 'y S THIS rc>. SURVEY w Z J A 0 3 Z W A J Q 3 VICINITY MAP (NOT TO SCALE) 0 50' 100' 200, ( IN FEET ) SCALE: 1'= 100' FT. PROPERTY DESCRIPTION (WALDENWOOD WEST SUBDIVISION): PART OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER, SECTION 28, TOWNSHIP 02 NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF THE SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE SOUTH 01 DEGREE 43 MINUTES 17 SECONDS WEST 324.47 FEETTO A POINT ON THE CENTERLINE OF A TRIBUTARY OF FLETCHER CREEK AND THE POINT OF BEGINNING; THENCE ALONG THE SAID CENTERLINE OF THE CREEK FOR THE FOLLOWING FOURTEEN (14) COURSES AND DISTANCES; THENCE SOUTH 61 DEGREES 46 MINUTES 39 SECONDS EAST 125.93 FEET TO A POINT; THENCE SOUTH 41 DEGREES 31 MINUTES 13 SECONDS EAST 120.97 FEET TO A POINT; THENCE SOUTH 59 DEGREES 39 MINUTES 53 SECONDS EAST 207.05 FEET TO A POINT; THENCE SOUTH 26 DEGREES 32 MINUTES 46 SECONDS EAST 95.66 FEET TO A POINT; THENCE SOUTH 79 DEGREES 30 MINUTES 45 SECONDS EAST 134.11 FEET TO A POINT; THENCE NORTH 83 DEGREES 00 MINUTES 44 SECONDS EAST 84.92 FEET TO A POINT; THENCE SOUTH 49 DEGREES 57 MINUTES 38 SECONDS EAST 108.75 FEET TO A POINT; THENCE SOUTH 25 DEGREES 33 MINUTES 02 SECONDS EAST 93.43 FEET TO A POINT; THENCE SOUTH 04 DEGREES 06 MINUTES 28 SECONDS WEST 89.84 FEET TO A POINT; THENCE SOUTH 06 DEGREES 38 MINUTES 08 SECONDS EAST 119.28 FEET TO A POINT; THENCE SOUTH 12 DEGREES 43 MINUTES 40 SECONDS EAST 142.44 FEET TO A POINT; THENCE SOUTH 01 DEGREE 42 MINUTES 46 SECONDS EAST 146.89 FEET TO A POINT; THENCE SOUTH 42 DEGREES 11 MINUTES 23 SECONDS EAST 163.30 FEET TO A POINT; THENCE SOUTH 62 DEGREES 38 MINUTES 35 SECONDS EAST 107.67 FEET TO A SET COTTON PICKER SPINDLE; THENCE DEPARTING THE CENTERLINE OF SAID CREEK SOUTH 06 DEGREES 25 MINUTES 11 SECONDS WEST 43.99 FEET TO A SET COTTON PICKER SPINDLE; THENCE NORTH 83 DEGREES 55 MINUTES 09 SECONDS WEST 449.95 FEET TO A SET COTTON PICKER SPINDLE; THENCE NORTH 59 DEGREES 42 MINUTES 03 SECONDS WEST 39.13 FEET TO FOUND NAIL IN THE CENTERLINE OF WALDENWOOD LANE; THENCE ALONG THE CENTERLINE OF WALDENWOOD LANE SOUTH 59 DEGREES 56 MINUTES 21 SECONDS WEST 80.01 FEET TO A FOUND COTTON PICKER SPINDLE; THENCE DEPARTING THE SAID CENTERLINE OF WALDENWOOD LANE NORTH 32 DEGREES 08 MINUTES 27 SECONDS WEST 444.97 FEET TO A FOUND ONE HALF INCH REBAR; THENCE NORTH 88 DEGREES 47 MINUTES 49 SECONDS WEST 234.20 FEET TO A SET ONE HALF INCH REBAR; THENCE NORTH 01 DEGREE 43 MINUTES 17 SECONDS EAST 849.47 FEET TO THE POINT OF BEGINNING, CONTAINING 650,786 SQUARE FEET OR 14.94 ACRES MORE OR LESS. 20' INGRESS/EGRESS AND UTILITY EASEMENT DESCRIPTION FROM SURVEY: '20 In PART OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER, SECTION 28, TOWNSHIP 02 NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF THE SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER THENCE SOUTH 01 DEGREE 43 MINUTES 17 SECONDS WEST 1,173.94 FEET TO A SET ONE HALF INCH REBAR; THENCE SOUTH 88 DEGREES 47 MINUTES 52 SECONDS EAST 184.26 FEET TO A SET ONE HALF INCH REBAR; THENCE NORTH 20 DEGREES 08 MINUTES 05 SECONDS EAST 177.87 FEET TO THE POINT OF BEGINNING OF THE CENTERLINE OF A 20 FOOT EASEMENT; THENCE ALONG THE SAID CENTERLINE FOR THE FOLLOWING SEVEN (7) COURSES AND DISTANCES; THENCE SOUTH 10 DEGREES 08 MINUTES 56 SECONDS EAST 155.65 FEETTO A POINT; THENCE SOUTH 24 DEGREES 10 MINUTES 59 SECONDS EAST 101.30 FEET TO A POINT; THENCE SOUTH 14 DEGREES 36 MINUTES 39 SECONDS EAST 46.19 FEET TO A POINT; THENCE SOUTH 34 DEGREES 50 MINUTES 54 SECONDS EAST 47.18 FEET TO A 'y }? POINT; THENCE SOUTH 36 DEGREES 19 MINUTES 08 SECONDS EAST 92.83 FEET TO A POINT; THENCE SOUTH 31 DEGREES 31 MINUTES 43 SECONDS EAST 64.29 FEET TO A POINT; THENCE SOUTH 31 10 COUN ;.�� DEGREES 38 MINUTES 10 SECONDS EAST 89.34 FEETTO THE POINT OF TERMINATION OF THE SAID 20 For bill assurance see deed record book ,page FOOT EASEMENT IN THE CENTERLINE OF WALDENWOOD LANE; SAID EASEMENT LYING 10 FEET EITHER Instrument No. SIDE OF THE ABOVE DESCRIBED CENTERLINE, CONTAINING 11,942 SQUARE FEET OR 0.27 ACRES MORE OR LESS. REVISED: 07-20-2022 DATE: 06-06-2022 ARKANSAS SURVEYING &CONSULTING PAUL SCHAFFNER SCALE: 1 "= 100 WALDENWOOD LN, LITTLE ROCK, AR DRAWN BY: JHL/SAF • 1 9 2 6 SALE M R OAI7 R RBENTON, ARKANSAS 720191 CHECKED BY: MSF 0 W TELE. OFFICE (501) 794-450O • F N A L P LA T WHOLLY GROVE ARKANSAS, 72069. 500-02N-14W-0-28-310-60-1467 FU �: S MOA 28 DENNY ROAD I WEB SITE: ascsurveyors. cornW R TELE OFFICE (870) 462-0844I k!M 00 filed for record IIII�IIIIIIIIIIIIII�IIIII III IIII I III III 2022053151 PRESENTED. 07 2D 2022122723 I'M RECORDED ±07-28-20221234:15 PM In Official Records of Terri Hollingsworth Circuit/County Clerk PULASKI CO. AR FEE $15.00