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Home My WebLink AboutS-1555 Map 1CERTIFICATIONS: SET T-POST AT N.W. CORNER N 115642.9 E 1238883.09 SET 5/8" REBAR a WITH CAP #1388 SET 5/8" REBAR N 115629.67 WITH CAP #1388 E 1239108,93 N88°42'48"E 63.00 �l T N N T z Z SET 5/8' REBAR WITH CAP #1388 N 115632.50 �... E 1239234.89 o "� " 48 42'48"E 63.00 1 / �\ / N \\ �(0 FOUND 1/2" REBAR N.E. CORNER NE/4 NE/4 CERTIFICATE OF OWNER SECTION 12 T-1-S R-12-W, We, the undersigned, owners of the real estate shown and described herein, 01 REFERENCES: do hereby certify that we have laid off, platted and subdivided, and do hereby Z EAST OF GERMAN ROAD CENTERLINE 26' NORTH OF HARPS LANE CENTERLINE lay off, plat and subdivide said real estate in accordance with this plat. N POWER POLE S10°E 39.8' I N 116845.66 Signed Date of Execution ro E 1239584.92 or Barbara & Famus Bradford u0i 10204F German Road Little Rock, Arkansas. 72206 1 Source of Title: D.R. Page Instrument No. 90-26291 i _ I N.W. CORNER NW/4 NW/4 SECTION 7 R-11-W, PER KITTLER SURVEY CERTIFICATE OF RECORDING This document, number filed for record , 19 , in Plat Book Page Signed S88°42'48'W 28.74' Circuit Clerk FENCE CORNER I6: CERTIFICATE OF ENGINEERING ACCURACY POST, ON LINE, 8.1' IN EAST OF P.O. B. I d' o I �3 1, William W. Hope, hereby certify that this plat correctly represents a plan POINT OF BEGINNING T made by me, and that the engineering requirements of the Little Rock SET 5/8' REBAR WITH CAP #1388, ON PROPOSED WEST LINE OF ROAD Subdivision Rules and Regulations have been complied with. I N 115657 r FOUND 5/8" REBAR ON LINE, ALSO FOUND 1(4° REBAR E 1239527.18' II 0.25' SOUTH OF LINE EXISTING FENCE 30' WIDE NON-EXCLUSIVE EASEMENT FOR ACCESS AND UTILITIES CO \ �L _ II qJ USE OF EXISTING DRIVE / Q n OUTSIDE EASEMENT M W II N BY PERMISSION \��,� /+ a C 11 rp y �'0<'�JQ/ EXISTING DRIVE (� O /C} �e \\5, / CENTERLINE N Q, a 0 ,\h 255�0 o I iN �j fie- f } in W o c C7 ° Cn Cn FOUND 3/4' ROUND ROD 0.97' N.W. FROMROW, PU3E DIDO 15- WIDE EASEMEW-FOR UTILITIES 0 \ S86°4248W 287.40 "S'88°42'48"W 63.00 $$B°42'46"W 63.DG _ 1 Y IN -USE LOCATION OF S88042'48' W 231.93 NJ88°42'48"E 645. OA \ i SET 5/8' REBAR WITH CAP #1388, o S.E. CORNER NE/4 NE/4 ON WEST LINE OF ROAD, OFFSET /I SECTION 7 T-1-S R-12-W, SET 5/8' REBAR SET 5/8' REBAR 27.67' FROM THE IN -USE CORNER / I + I BASED ON NEARBY MONUMENTS WITH CAP #1388, \ SET 5/8' REBAR WITH CAP #1388 N 115527.78' \`\ BRADFORD SUBDIVISION / S.W. CORNER WITH CAP #1388, E 1239524.72 AT EDGE OF WATER, POINT OF BEGINNING PROPOSED PAGIS N 115513.29' OFFSET 200.00' SET 5(8" REBAR W/ CAP #1388, E 1238813.2955' FROM S.W. CORNER MARKER LOCATION PROPOSED PAGIS MARKER LOCATION 8.50 E 123912 E123923739 \ / c BASIS FOR BEARINGS AND COORDINATES: ARKANSAS NORTH ZONE BY GPS TIES TO P.A.G.I.S. MONUMENT. ERROR OF CLOSURE: THIS SURVEY WAS PERFORMED USING CONVENTIONAL OPTICAL SURVEYING TECHNIQUES, WITH / / I CONTROL AND CHECKING BY G.P.S., AND THE RELATIVE POSITIONAL ACCURACY OF THE PROJECT MEETS THE ARKANSAS I� CALCULATED LOCATION OF MINIMUM STANDARD FOR CLASS B, SUBURBAN SURVEYS. o S.E. CORNER -1-S -12- \ \ \ / / / I SECTION 12 T-1-S R-12-W, I BASED ON PROPORTION BETWEEN THIS PROJECT IS LOCATED OUTSIDE THE CITY, BUT THE LOTS WERE CREATED AROUND THE EXISTING BUILDINGS TO \ / � I ° SECTION CORNERS NORTH AND SOUTH; CONFORM TO R-2 ZONING. 65.61' SOUTH OF IN -USE CORNER FRONT BUILDING SETBACK IS 25' J / i+ SIDE SETBACKS ARE 63, 10% OF LOT WIDTH REAR SETBACK IS SHOWN HERE AT THE LINE OF THE EXISTING STRUCTURES !� MINIMUM LOT AREA IS 7,000 SQUARE FEET. III FLOOD INFORMATION: BASED ON SCALING FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD �{ � INSURANCE RATE MAP (FIRM) FOR PULASKI COUNTY UNINCORPORATED AREAS, COMMUNITY PANEL 050179 0440 C, DATED MAY 16, 1983, THIS PROPERTY IS ENTIRELY WITHIN ZONE A, AREAS OF 100 YEAR FLOOD HAZARD, OR ZONE B, AREAS OF 500 it YEAR FLOOD HAZARD. ALSO BASED ON SCALING FROM THE BASE FLOOD ELEVATION (BFE) LINES SHDWN ON THE FIRM, I THE 100 YEAR BFE IN THIS AREA IS 255.0'. THE 255' CONTOUR SCALED FROM THE FIRM AS WELL AS THE 255' CONTOUR BASED ON OUR MEASUREMENTS ARE BOTH SHOWN ON THE PLAT. MINIMUM FLOOR HEIGHT SHOULD BE V ABOVE THE 100 YEAR BFE, OR 256.0', AND OUR MEASUREMENTS INDICATE THAT ALL THE RESIDENCES ON THIS SITE ARE ABOVE THAT ELEVATION. - - U) DOCUMENTS USED IN THE PREPARATION OF THIS SURVEY: - N a. - SURVEY PLAT OF THE BRADFORD TRACT WHICH THIS PROPERTY IS DIVIDED FROM, BY JOHN DILL]NGER, P.L.S. #704, FOR i T FAMUS BRADFORD, DATED MAY 2, 1990, AND - SURVEY PLAT BY BEN KITTLER, P.L.S. #568, FOR JOHNNIE CLOIRD, DATED AUGUST 8, 1989, DEPICTING THE EAST LINE OFIt SECTION 12. ( co NO NO OTHER DOCUMENTS WERE PROVIDED FOR, NOR ARE REFERENCED ON THIS SURVEY. c9 ly AREA AS SURVEYED: 1.917 ACRES. I a RECORD DESCRIPTION OF THE BRADFORD (PARENT) TRACT, FROM THE DILLINGER PLAT: THE EAST 673.0 FT. OF THE SOUTH 129.5' OF THE SOUTH 263.0 FT. OF THE NE1/4, NEt /4, SECTION 12, T-1-S, R-12-W, PULASKI S.E. CORNER SE/4 SE/4 FOUND R REBAR IN COUNTY, AR., CONTAINING IN ALL 2 ACRES MORE OR LESS. LESS AN[) EXCEPT THE EAST 25' THEREOF TO BE USED FOR SERMON ROAD CENTERLINE SECTION 12 T-1-S R-12-W ROAD R/W ALONG GERMAN ROAD. N 111314.47 E 1239437.49 PROPERTY DESCRIPTION FOR THE BRADFORD SUBDIVISION, AS SURVEYED: PART OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER (NE/4 NE/4) OF SECTION 12, TOWNSHIP 1 SOUTH, RANGE 12 WEST, IN PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SAID NE/4 NE/4 OF SECTION 12, A FOUND 1/2" REBAR IN GERMAN ROAD; THENCE, ALONG THE EAST LINE OF THE NE/4 NE/4, S00°4716'W 249.5' TO THE NORTHWEST CORNER CF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE ADJACENT SECTION 7, TOWNSHIP 1 SOUTH, RANGEI I WEST; THENCE, CONTINUING ALONG THE EAST LINE OF THE NE/4 NE/4, S01033'42"W 938.52' TO THE NORTHEAST CORNER OF THE BARBARA AND FAMUS BRADFORD TRACT AS DESCRIBED IN PULASKI COUNTY DOCUMENT 90-26291, THENCE LEAVING THE EAST LINE, ALONG THE NORTH LINE OF THE BRADFORD TRACT, S88042'48"W 28.74' TO THE POINT OF BEGINNING, A SET 5/8" REBAR AND CAP ON THE PROPOSED WEST LINE OF GERMAN ROAD; THENCE LEAVING THE NORTH LINE, ALONG THE WEST LINE OF GERMAN ROAD, S01 °0520"W 129.61' TO A SET 5/8" REBAR AND CAP ON THE SOUTH LINE OF THE BRADFORD TRACT; THENCE LEAVING THE WEST LINE, ALONG THE PERIMETER OF THE BRADFORD TRACT FOR THE FOLLOWING COURSES: S88°42'48'W 645.33', PASSING AT 445.33' A SET 5/8" REBAR AND CAP AT THE EASTERLY EDGE OF THE WATER OF FISH CREEK, TO A POINT; THENCE N01033'42"E 129.66' TO A SET T-POST; THENCE N88°42'48"E 644.26' TO THE POINT OF BEGINNING, ENCLOSING 1.917 ACRES. FINAL PLAT OF BRADFORD SUBDIVISION IN PULASKI COUNTY, ARKANSAS LEGEND 2 (TEL R)-TELEPHONE PED. (WM)-WATER METER (GM) -GAS METER (PP) -POWER POLE (CMP)-CORRUGATED METAL PIPE (RCP) -REINFORCED CONCRETE PIPE LEGEND �- Computed point - Found monument Q - Set #5 RB/Plas. Cap (M)-Measured (R)-Record (P)-Platted 3HE i s 1 1 Signed Date of Execution William W. Hope, Registered, Professional Engineer No.0128 Arkansas CERTIFICATE OF SURVEYING ACCURACY I, Douglas C. Shambarger, 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. Signed Date of Execution-.Z,,r,/9��F 2z t5.7 Douglas C. Shambarger, Registered, Professional Land Surveyor No. 1388 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. Signed Date of Execution 00##;TOTE 0� ARI N AS REGISTERED PROFESSIONAL ENGINEER r_ No. 1975 �. T R)?PO AR�g3 g " fpNAL LAB By affixing my seal and signature, I Douglas C. Shambarger, PLS No, 1388, hereby certify that this drawing correctly depicts a survey compiled under my supervision. NOTE: This survey was based on legal descriptions and title work furnished by others and does not represent a title search. 322 North Market Street, Benton, Arkansas HOPE PH. (50)315-07862015 ENGINEERS FAX (501) 315-0700 www.hopeengineers.com FOR USE AND BENEFIT OF: BARBARA & FAMUS BRADFORD FINAL PLAT OF BRADFORD SUBDIVISION THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER (NE/4 NE/4) OF SECTION 12, TOWNSHIP 1 SOUTH, RANGE 12 WEST, IN PULASKI COUNTY, ARKANSAS DATE: 01 /04/2007 C.A.D. BY: J. GEORGE DRAWING NUMBER: 06-1 1i n V ! G i REVISED: CHECKED BY: SCALE: 1`30' 500 1 1 S T 12 W 10 1 12 110 60 1 1388