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HomeMy WebLinkAboutS-0436-C Map 14 1 l R��d .- 1, I 74 n�1 SSA 1viLL IPF 1/2" REBAR S 85.3857" E - 275.24' CHORD --- __- ~ 1/2" REBAR % r Z (A• \rTg 3q 8�lLOlNG '` ��,q_ IPF 112" REBAR/ } A` �37.w J GENERAL NOTES 1. BASIS OF BEARINGS - STATE PLANE COORDINATES. 2, 5/8" IRON PINS SET AT ALL - CORNERS UNLESS NOTED OTHERWISE. 3, ERROR OF CLOSURE EXCEEDS - 1:50,000 - I 40 20 0 40 H0 \ SHACKLEFQRD SET`: ��W WEST BL VD CARIES IP SET (D I s P &IF, I03 !� \ z C) CURVE DATA- Im T = 100,36' IOC v , / R = 1095.90' L = 200.15' L O T O I 4.455 Ac FEES ,± I CO co / z o m w 0 LOT 1 /m 4.000 ACRES o !PF 1/1^REBAR © \ l BUDDING k / 10' EASEMENT TO AP&L INST. NO. 83-17054 \ \ N r 71° PROPERTY DESCRIPTI❑N Part of the Northeast 1/4 of Section 9, T-1-N, R-13-W, City of Little Rock, Pulaski County, Arkansas, more particularly described as follows' Commencing at the Northeast Corner of said Section 9; thence S 43°45'44' W, 82,71 feet to a point on the West Right of Way Line of Shackleford Road; thence S 02°07'00' W, along said West Right of Way Line 653,25 feet to a found 1/2' rebar; thence continuing along the West Right of Way Line on said Shackleford Road S 02°08'34' W, 64.89 feet to a found 1/2' rebar for the P❑INT OF BEGINNING, thence continuing along said West Right of Way line S 02°09'18' W, 209,97 feet (meas.), S 02°07'00' W, 210,00 feet (record) to a found 112' Rebar, thence continuing along the West Right of Way of Shackleford Road S 00°32'45' E, 72.43 feet (meas,), S 00°31'51' E, 72.47 feet (record) to a 1%2' rebar, at the Northeast Corner of Koger Executive Center Unit I as recorded in Plat Book A, Page 895; thence N 87'48'28' W, along the North Line of said Koger Executive Center 373.41 feet (meas.), N 87°49'22' W, 373,30 feet (record) to a found 112' rebar; thence continuing along said North tine of the Koger Executive Center N 71`46106' W, 504.58 feet (meas, and record) to a set 1/2' rebar; thence N 05°29'11' W, 389,18 feet (meas,), N 05°26'59' W, 389,18 feet (record) to a found 1/2' rebar on the South Right of Way of Shackleford West Btvd,; thence along the South Right of Way of Shackleford West Btvd, on a curve to the right having a Radius of 572.87 feet, an arc length of 278,55 feet and a Chord that Bears S 85°37'35' E, 275.81 feet (meas,), 275.77 feet (record) to a found 1/2' rabar; thence continuing along the South Right of Way of Shackleford West BLvd, S 71°45,01' E, 178,37 feet (meas.), 178.34 feet (record) to a found 1/2' rebar; thence continuing along the South Right of Way of Shackleford West Btvd, S 71°53'13' E, 217,56 feet (meas,), S 71°11'23' E, 192.59 feet (record) to a found 1/2' rebar; thence continuing along the South Right of Way of Shackleford West Blvd, on a curve to the left having a Radius of 1095,90 feet, an arc length of 59.04 feet and a Chord that Bears S 78'50'34' E, 59,03 feet (meas,), 59.08 feet (record) to a found PK NaiL; thence S 09°18'29' W, 10,00 feet (meas,), S 09°31'27' W, 10,00 feet (record) to a found 1/2' rebar; thence S 58°13'15' E, 210,95 feet (meas,), S 58015137' E, 210,95 feet (record) to a found 1/2' rebar; thence S 87°53'00' E, 10.00 feet (meas, and record), to the P❑INT OF BEGINNING, containing 8.207 Acres (357,493 Sq,Ft,) more or less, LOT 2 R PLAT BOOK B, PAGE 123 JI THE DR MEHLBURGER DR - --------._....--- FIRM CHK Arehilecfa-S°81°aem-n=(°°9°n APVD REVISION 201 Soath Izard o Little Rock, AR 72201 a 501/375-5331 NO. DATE S 87.08'38' E7 11.41' zo N Cl) to tD 1' ROCK RETAINING J IPF 5/8" REBAR 1 / Ygc=e\ s� L WALL IPF 1/2" REBAR J 40' BUILDING SETBACK O.pc� O O IPF 1 2" REBAR ov N co 0 IPF 1/2' REBAR 0 P O ca 00 c O N W mI W! zl 3 a o N 0 m t g°49'11" 39.87' ,I, 0.00, d 2.71' .p.8. 1 1 0 Cc I 01(j) IZ w 0 j Er u_ i' LLJ __.10 �I 01 1--WVWirAW 2, OD A111111110011A EAMEITE RIQUOM NE CORNER SECTION 9, Q-I11111117101K 1ASfYF]IiS ME R�WgB T-1-N, R-13-W N S 43°45'44" W 82.71' i a ► R W i IPF 1/2 REBAR-/ ' ��- -- 40 BUILDING SETBACK o f 47 VV 10' EASEMENT TO AP&L - - - r�iN 1 1 INST, NO. 83-17054 r- i o �N 2,3•r N 870 51' 54" W IPF 1/2" REBAR 373.41' i v �O 119.65' SET p IPF 1/2" REBAR ® 1 IPF 1/2" REBAR ' s: W w KOGER EXECUTIVE CENTER UNIT 1 PLAT BOOK "A" PAGE 895 wA� x M1 rr FLOOD PLAIN CERTIFICATION NO PORTION OF THE PROPERTY SHOWN IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 050181 0010 E, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED NOV. 3, 1993. ALL PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "X" ON THE ABOVE REFERENCED MAP. DATE: GREGORY T. SULLIVAN AR PLS NO. 1096 STATE PLANE COORDINATES NORTHING EASTING 1 148663,74 1193783.61 2 148598.95 1193781.18 3 148389.11 1193773.56 4 148316.68 1193774.32 5 148330.59 1193401.17 148368.40 1193285.88 7 14848 7.82 1 19 29 21.71 8 E106 148875.24 1192884.75 g 148854.35 1193159.20 148798.88 1 193328, 62 11 148770.08 1 193 116.87 12 148731.36 1193 335.51 13 148705.65 1193733.72 14 148705.07 1193745.12 G3C �J�C Of� DD C�C�MG`�G[1�4� A S O �N BAR IS ONE INCH ON THE PLANS AND SPECIFICATIONS INCORPORATED ORIGINAL DRAWING. HEREIN, AS A PRODUCT OF DESIGN SERVICES, a � i" IS THE PROPERTY OF THE MEHLBURGER FIRM IF NOT ONE INCH ON AND IS NOT TO BE USED IN ANY OTHER DESIGN THIS SHEET, ADJUST WITHOUT EXPRESS WRITTEN PERMISSION. SCALES ACCORDINGLY. BY APVD .THE MEHLBURGER FIRM PLANS APPROVED EASEMENTAPPRUXE.a ._ -_--- TE REGISTERED PROFESSIONAL ENGINEER I FINAL PLAT OF LOTS 1 & 2 SHACKLEFORD WEST ADDITION, LITTLE ROCK, PULASKI COUNTY, ARKANSAS VICINITY MAP N.T.S. CERTIFICATE OF SURVEYING ACCURACY l GREGQRY T SULLIVAN _, 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. Date of Execution Gregory T. Sullivan Registered Professional Land Surveyor No. 1096 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. Date of Execution Name Address Source of Title: D.R. Page _ Instrument No. _ CERTIFICATE OF RECORDING This document, number filed for record L9__, in Plat Book , Page j (Signed) Clerk CERTIFICATE OF ENGINEERING ACCURACY I, WES LOWDER , hereby certify that this plat correctly represents a plan made by me, and that the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. r Date of Execution Wes Lowder Registered Professional Engineer No. 4943 Arkansas 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. STATE OF Date of Execution ARKANSAS NO. 1096 T. 4 z L.R. Planning Commission AFKA EASEMEWAPPROVED _ FASEMENTREQUIRED f)ATE M-AO,BY SHEET FOR THE USE AND BENEFIT OF: DOE 4/4/00 DAVE I ARKER PROJ 399-159 0 1 IN J