The URL can be used to link to this page

Home My WebLink AboutS-1580-B Map 210825 Financial Centre Parkway, Suite 300 POINT TABLE POINT NORTHING FASi1NG 1 169273.38 1188629.75 2 169277,16 1188715.93 3 169273.91 1188800.72 4 169253.83 1188795.76 5 16925E85 1188821.04 6 169252.61 1188832.11 7 169271.35 1188B42.57 8 169271.79 1188872,06 9 169101.11 1188831- 29 10 169025.50 1186881.86 11 169038.85 1188698.82 12 169015.98 1188936.51 13 169031.42 1188943.61 14 168942.23 1189120.99 15 168653.93 1189110.84 16 168671.12 1188716.11 17 168791.05 1188719.99 18 168797.25 1188528.41 19 168957.85 1188533.60 20 169137.03 1188622.44 21 169137.28 1188626.43 LL! LOT 3 PIEDMONT OFFICE PARK SUBDIVISION N 860 19' 24" E SET 'X' IN CONC. 1/2" REBAR W/CAP SET N� FND. 1/ 1 2" REBAR �IN O ASPHALT PARKING SOURCE OF TITLE BOOK 1383, PAGE `? QUONSET HUT BLDG CANTRELL RD. (AR HWY. NO. 10) R/W VARIES FOUND 'X' N 89° 08' 01- E 29.50' IN CONC. FND. PK Q S 87° 48' 10" E 84.85' OFND. ROW FND. ROW ° , " ®-r --#"0NuAffT "ENT ®N 89 OS 01 E 56.( FND � ROW 7 T S 13° 52' 28" W 20.68' N 294A1' 02" 21.46' /40' � . ROW FND. 1/2• / -, IASPHALT �"T �'� ` _ S7. 51' 4 5 6 � S 87° 47' 30" 25.30' T LS Bp° 44' I E 1 .07 / BUFFER LOT A P MONT SUED. o 40' BUFFER 30'WATER MAIN EASEMENT `- PIEDMONT S�BDI ISION -000 / N / INST. N0. 95-73499 1 CONCRETE I' ASPHALT I PART OF THE NE1/4, SEC. 20, T-2-141 R-13-VIl_ 1rw I I I PART OF LOT 1 I ST, MICHAEL'S EPIS OPAL I CHURCH ADDITI /o 4t O M W 121.90 1 /2" RI W/CAP I I I � I I 10' ELECTRIC EASEMENT I I� 10, l 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, FND. 1/2- REBAR / H / 100' BUILDING LINE - _ 15' 15, / LOT 2 \ / ST. MICHAEL'S EPISCOPAL CHURCH ADDITION 30' RECIPROCAL ACCESS & UTILITY EASWENT I I I FOUNDS i \ PK NAIL \ a \ on LA �,� \ I I \ y N 24° 41' 48" E 16.99' I I I \ 1 SB°RS• '� I I I FOUND PK NAIL I I I-N 510 47' 29' E 21.58' / / S 63°'8 2rF / i LOT 1-R 9654, ST. MICHAEL'S EPISCOPAL CHURCH ADDITION PART OF LOT 1 ST. MICHAEL'S EPISCOPAL CHURCH ADDITION12 �INST.ANO. 08048746A 0RY SEWER EASEMENT SANITARY SEWER EASEMENT INST. I N. 80-& INST. NO. 80-390539055 }' 0 N270 4T 20"E 12.63' / 34_51'E 165.87SANIARY SEWER - - - i' NSTTNO, 80-3EASEMENT 9054 N 87° 44' 31" W 229,95, - - - - LOT 14 .I 12 N 87° 10 34" W 165.23' - - - PIEDMONT SUBD. 3 t LEGEND (EXISTING) 0 FOUND IRON PIN EASEMENT • SET IRON PIN RIGHT OF WAY ® SET "X" IN CONCRETE PROPERTY LINE - ZAD CENTERLINE GENERAL NOTES: 1, BASIS OF BEARINGS: AR STATE PLANE COORDINATES, NORTH ZONE-301, AS DETERMINED BY CPS OBSERVATION. 2, VERTICAL DATUM: NAVD 88, AS DETERMINED BY CPS 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 111-7 _Zto--72� Date of Execution GregorySullivan Professional Land Surveyor No. 1096 Arkansas CERTIFICATE OF OWNER 3 We, the undersigned, owners of the real estate shown b and described herein, do hereby certify that we have laid off, platted and subdivided, and do hereby lay off, 12 plat and subdivide said real estate in accordance with N this plat. -u-r * l - Date of Execution No MARY SW WORTSMITH Address 12417 CANTRELL ROAD LITTLE ROCK, AR 72223 Source of Title: INST. NO. 83-40934 & BK 1383, PG 51 CERTIFICATE OF OWNER We, the undersigned, owners of the real estate shown and described herein, do hereby certify that we have CERTIFICATE OF ENGINEERING ACCURACY 1 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 Regulations have been complied with. � lid Date of Execution Travis A. Tolley Registered Professio 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. Date' of Execution L.R. Oanning Commission CERTIFICATE OF RECORDING This document, number filed for record 20 , in Plat Book , Page laid off, platted and subdivided, and do hereby lay off, (Signed) plat and subdivide said real estate in accordance with this plat. 1'i Lot Date of N 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 Clerk PROPERTY DESCRIPTION Lot I -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 PIE 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 88008'47" West 191.68 feet; thence North 01e51'03" East 160.68 feet; thence North 26°22'22" East 121.86 feet; thence continuing North 26°22'22" East 78.13 feet; thence North 86°19'24" East 4.00 feet; thence North 01023'47" 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 84.95 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 29011'02" 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 beats South 33°46'39" East 90.97 feet; thence North 51c47'29" 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 58°45'16" East 44.08 feet; thence South63°18'27" East 198.54 feet; thence South 02`00'53" West 288.48 feet; thence North 87` 10'34" Vest 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. H1111II11I1IIINI1I1III I W II11II1 2017045180 PRESENTED'07-18-2017N,1325AM RECORDED-07-18201709 824AM OWNER & SUBDIVIDER: In Official Records of Larry Crane Circuit/County clerlt MARY SW WORTSMITH PULASKI CO, AR FEE $1500 12417 CANTRELL ROAD LITTLE ROCK, AR 72223 AND: g�1 EPISCOPAL DIOCESE OF ARKANSAS 300 W. 17th STREET LITTLE ROCK, AR 72206 i STATE OF P% ,GISTF,R�;��,,. ARKAS 1 ¢ •0 d '- : = STATE ATOF °•. * * * AREA REGIS' ,L R,, ,O,W�E�S - 9I0 ATURE /Y TG ER �tn�;. �%10/1 * * * , %� T. s No. 14054 . �Vm GRAPHIC SCALE IN FEET 30' 0 30' BASIS OF BEARING: GRID NORTH, ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE (0301), DETERMINED BY CPS OBSERVATIONS. APPROXIMATE CONVERGENCE ANGLE IS, -000 14' 22.74692". DISTANCES ARE STATE PLANE GRID DISTANCES. COMBINED ADJUSTMENT FACTOR = 1.000029457. Little Rock, Arkansas 72211 Grafton Tull e,, engineering I surveying 501.664.3245 f 501.664.6704 f www.craftontull.com CERTIFICATE OF AUTHORIZATION: n��"'°""""'.. OF q�Tyo wP CRAFTON, TULL ASSOCIATES, INC. K No. 109 a y o` 4RUIkSAS ENO�NE�A FINAL PLAT OF LOT A-R, PIEDMONT SUBDIVISION & LOT 1-RIF ST. MICHAELIS EPISCOPAL CHURCH ADDITION, BEING A REPLAT OF LOT A, PIEDMONT SUBDIVISION, LOT 1, 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 � 1 THIS PLAT P 1 L E_ISANt Rn<l R T .1- N,F'El F T I - 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: rt. 2017 Crafton,Tull &Associates, Inc. FINAL PLAT iped BY: I DATE: III