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Home My WebLink AboutS-1580-B Map 3POINT TABLE POINT / NORTHING EASTING 1 169273.38 118&29.75 2 169277,16 1188715.93 3 169273.91 1188800.72 4 169253.83 1188795.76 5 169252.85 1188821.04 6 169252.61 1188832.11 7 169271.35 1188842.57 8 169271.79 1119M72.06 9 169101.11 1188831.29 10 169025.50 1188881.86 11 169038.85 118M&82 12 169015.98 1188936.51 13 169031.42 1188943.61 14 16894123 1 1189120.99 15 1 168653.93 1189110.84 16 1 168671.12 1 1188716.11 17 168791.05 1 1188719.99 18 168797.25 1 11I N528.41 19 168957.85 1188533.60 20 169137.03 1188622.44 21 169137.28 1188626.43 W LOT 3 PIEDMONT OFFICE PARK SUBDIVISION N 86° 19' 24" E 1/2" REBAR W/CAP SET SET 'X' IN CONC. 1 FND. 1/Y REBAR of ASPHALT PARKING i70 29' 19" E 86.26' i NnAI S 87° 48' 10" E 84.85' WE ROW S 130 52' 28" W 20.68'� SOURCE OF TITLE BOOK 1383, PAGE 51 I ASPHALT d 4 S 87° 47' 30" 25. LOT A QUONSET HUT PIEDMONT SUBD. BLDG LiT A-R PIEDMONT SUBDIVISION 4 o H% I G CONCRETE PART OF THE N C- 20, T-2-N, R-113-13- -- 7&31' • W it'W sIM PART OF LOT ST. MICHAEL'S EPI' CHURCH ADDIT 1 /2" RE® 5 5 W/CAP I I 10' ELECTRIC EASEMENT 10 I I I I N 88' 08' 47" W 191.68' - LOT 13 PIEDMONT SUBD. FLOOD PLAIN _STATEMENT NO PORTION OF THE PROPERTY SHOWN IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 05119CO316G PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED JULY 6, 2015. I I AL LO FND. 1/2' REBAR CANTRELL RD, (AR HWY. NO. 10) R/W VARIES FOUND 'X' N 89° 08' 01" E 29.50' IN CONC. ROW1T OO F"° MENT 8 N 89' 08' 01' E 56.00' FIND. 1/2' N 29° h 1' 02" 21.46 5 6 �I I I T REBAR 4 / S78.5)' ROW u E 20g 44. T I / _S BA° 44' 1" E .07' ; 40' BUFFER 40' BUFFER 3 \ � _ , , 30'WATER MAIN EASEMENT _ I N I INST. NO. 95-73499 I / / 100' BUILDING LINE - FOUND PK NAIL 7 LOT 2 ST. MICHAEL'S EPISCOPAL CHURCH ADDITION 30' RECIPROCAL ACCESS & UTILITY EASEMENT -9 N 24° 41' 48" E FOUND PK NAIL LOT 1-R ST. MICHAEL'S EPISCOPAL CHURCH ADDITION PART OF LOT 1 ST, MICHAEL'S EPISCOPAL CHURCH ADDITION `,¢ Cs¢8 /II/T\ -N 510 47' 29' E 21.1 I I S g3" \ �9g / II ! l I� I p / N I I� I II INI I / O FOUND IRON PIN • SET IRON PIN ® SET 'X' IN CONCRETE 4 LEGEND (EXISTING) LINEWINK EASEMENT - RIGHT OF WAY PROPERTY LINE - - ROAO CENTERLINE GENERAL NOTES: 1, BASIS OF BEARINGS: AR STATE PLANE COORDINATES, NORTH ZONE-301, AS DETERMINED BY GPS OBSERVATION. 2. VERTICAL DATUM: NAVD 88, AS DETERMINED BY GPS OBSERVATION. 3. SUBJECT PROPERTY IS ZONED C-4. 4, PROPERTY MONUMENTS AS NOTED. CERTIFICATE OF SURVEYING ACCURACY GREGORY 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. G 11-7 Aeaor__7 Date of Execution GregorySullivan Professional Land Surveyor No. 1096 Arkansas CERTIFICATE OF OWNER 3 We, the undersigned, owners of the real estate shown o 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. -�l j - Date of Execution N&ny MARY SW WORTSMITH Address 12417 CANTRELL ROAD LITTLE ROCK, AR 72223 Source of Title: INST. NO. 83-40934 & BK 1383, PG 51 I I / INST.ANO. 2008048NITARY 746ASEMENT I I y I I I I I SANITARY SEWER EASEMENT I I I INST. NO. 80-01616 & I INST. NO. 80-39055 l m l co \ �3`3TIM i� \ m° F N27° 4Y 20"E 12.63' 343_51"E 165.87, _ -- - SANITARY SEWER EASEMENT I$ r INST. NO. 80-39054 a N 87° 44' 31" W 229.95' LOT 14 112' -�-i _ N 87° 10 34 W 165.23' -' PIEDMONT SUBD. 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, plot and subdivide said real estate in accordance with this plat. Date of Nr T. R LARRY R. BENFIELD Execution EPISCOPAL DIOCESE OF ARKANSAS Address 300 W. 17th STREET LITTLE ROCK, AR 72206 Source of Title: INST. NO. 92-33922 & 93-43979 CERTIFICATE OF ENGINEERING ACCURACY I TRAVIS A. TOLLEY , hereby certify that this plat correctly represents a plan made by me, and that the engineering requirements of the Little Rock Subdivision Rules and yRegulations have been complied with. Date of Execution Travis A. Tolley /)'-` Registered Professional.-, Engineer No. 14054 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. N1� irk. t Dateof Execution L.R. Oanning Commission CERTIFICATE OF RECORDING This document, number filed for record 20 , in Plat Book , Page (Signed) Clerk PROPERTY DESCRIPTION Lot 1-R St. Michael's Episcopal Church Addition and Lot A-R, Piedmont Subdivision, all in the City of Little Rock, Pulaski County, Arkansas, being more particularly described as: Lot 1 St. Michael's Episcopal Church Addition, Lot A, Piedmont Subdivision, and part of the NE 1 /4 Section 20, Township 2 North, Range 13 West, Little Rock, Pulaski County, Arkansas, more particularly described as follows: BEGINNING at the Northeast corner of Lot 13, Piedmont Subdivision; thence North 88'08'47" West 191.68 feet; thence North 01'51'03" East 160.68 feet; thence North 26'22'22" East 121.86 feet; thence continuitg North 26'22'22" East 78.13 feet; thence North 86' 19'24" East 4.00 feet; thence North 01 e23'47" East 136.15 feet to a point on the Southerly right-of-way line of Cantrell Road (AR State Hwy No. 10); thence along said right-of-way line, North 87'29'19" East 86.26 feet; thence continuing along said right-of-way line, South 87048'10" East 84.85 feet; thence continuing along said right-of-way line, South 13'52'28" West 20,68 feet; thence continuing along said right-of-way line, South 87'47'30" East 25.30 feet; thence continuing along said right-of-way line, South 88044'31" East 11.07 feet; thence continuing along said right-of-way line, North 29'1 F02" East 21.46 feet; thence continuing along said right-of-way line, North 89'08'01" East 29.50 feet; thence South 13'26'12" West 175.48 feet; thence along a curve to the left having a radius of 132.40 feet, an are length of 92.86 feet, and a chord which bears South 33'46'39" East 90.97 feet; thence North 5104712911 East 21.58 feet; thence along a curve to the left having a radius of 170.74 feet, an arc length of 44.20 feet, and a chord which bears South 58045' 16" East 44.08 feet; thence South 63' 18'27" East 198.54 feet; thence South 02e00'53" West 288.48 feet; thence North 87010'34" West 165.23 feet; thence North 87'44'31" West 229.95 feet; thence North 01'51'11" East 119.99 feet to the POINT OF BEGINNING, containing 5.475 acres, more or less. IIIII�I�II'�II�IINI��II III II�� II III 2017045180 PRESENTED. 07-18-201709:4325 AM RECORDED: 07-18-2017 OR 4924 AM OWNER & SUBDIVIDER: In Official Records of Larry Crane Circuit/County Clerk MARY SW WORTSMITH PULASKI CO, AR FEE 51500 12417 CANTRELL ROAD LITTLE ROCK, AR 72223 AND: lTryi�� EPISCOPAL DIOCESE OF ARKANSAS 300 W. 17th STREET LITTLE ROCK, AR 72206 r' y•,, GRAPHIC SCALE IN FEET `rrltunuttt,,� 30' 0 30' g'fATE Op ,,��rU`,IST�+hi�•i,�i ARKANWAS �•.•''•••••''•. STATE OF'•. BASIS OF BEARING: GRID NORTH, ARKANSAS STATE * * * AR%A PLANE COORDINATE SYSTEM, NORTH ZONE (0301), REGIS ACIj, CI 1 96 _ .. DETERMINED BY GPS OBSERVATIONS. APPROXIMATE ES - s[c ATu/xe 1Q; = CONVERGENCE ANGLE IS, -000 14' 22.74692". ER % ��'•• 7�/0 / 1?vim, DISTANCES ARE STATE PLANE GRID DISTANCES. S •• ; COMBINED ADJUSTMENT FACTOR = 1.000029457. �P T No. 14054 �K '� f0AA ...... r? 10825 Financial Centre Parkway, Suite 300 Little Rock, Arkansas 72211 Crafton Tull ® engineering I surveying 501.664.3245 t 501.664.6704 f www.craftontull.com CERTIFICATE OF AUTHORIZATION: ,n1""F"""'., 0 AUTyo,,, CRAFTON, TULL & ASSOCIATES, INC. a No. 109 J O �AKRNSAS END FNFEN FINAL PLAT OF LOT A-R, PIEDMONT SUBDIVISION & LOT 1-R, ST. MICHAELIS EPISCOPAL CHURCH ADDITION, BEING A REPLAT OF LOT A, PIEDMONT SUBDIVISION, LOT 11 ST. MICHAELIS EPISCOPAL CHURCH ADDITION, AND A PART OF THE NE 1/41 OF SEC 20, T-2-N, R-13-W, ALL IN THE CITY OF LITTLE ROCK, PULASKI CO., ARKANSAS 12417 CANTRELL ROAD LITTLE ROCK, ARKANSAS Key Plan y � w M RAT , r o TAh1 jM T cd1 - ictieni r r ga, T 4 ET IF "U F1 Ner AL' VI E - No. Description Date This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crafton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. PROJECT NO: 17800900 ISSUE DATE: 06.29.17 CONTACT: G. SULLIVAN CHECKED BY: �-, 1/�T Q 2017 Crafton, Tull & Associates, Inc mommonom FINAL PLAT BY. igned _ DATE: 4 i