HomeMy WebLinkAboutS-1555-A Map 4SET T-POST AT
N.W. CORNER
N 115642.9
E 1238883.08'
S.W. CORNER
N 115513.29
E 1238879.55'
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5(8" REBAR �
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3 i .4 qSET ' WITH CAP #1388 SWITH CET CAP #1386
REBAR \
N 115629.67
E 1239108.93
N88°42'48"E 63.00
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SET 5/8' REBAR
WITH CAP #1388.
AT EDGE OF WATER,
OFFSET 200.W
FROM S.W. CORNER
BASIS FOR BEARINGS AND COORDINATES: ARKANSAS NORTH ZONE BY GPS TIES TO P.A.G.I.S. MONUMENT.
SET 5/8" REBAR
WITH CAP #1388,
PROPOSED PAGIS
MARKER LOCATION
N 115518.50
E 1239111.42
ERROR OF CLOSURE: THIS SURVEY WAS PERFORMED USING CONVENTIONAL OPTICAL SURVEYING TECHNIQUES, WITH
CONTROL AND CHECKING BY G.P.S., AND THE RELATIVE POSITIONAL ACCURACY OF THE PROJECT MEETS THE ARKANSAS
MINIMUM STANDARD FOR CLASS B, SUBURBAN SURVEYS.
THIS PROJECT IS LOCATED OUTSIDE THE CITY, BUT THE LOTS WERE CREATED AROUND THE EXISTING BUILDINGS TO
CONFORM TO R-2 ZONING.
FRONT BUILDING SETBACK IS 25'
SIDE SETBACKS ARE 6.3% 10% OF LOT WIDTH
REAR SETBACK IS SHOWN HERE AT THE LINE OF THE EXISTING STRUCTURES
MINIMUM LOT AREA IS 7,000 SQUARE FEET.
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
YEAR FLOOD HAZARD. ALSO BASED ON SCALING FROM THE BASE FLOOD ELEVATION (BFE) LINES SHOWN ON THE FIRM,
THE 100 YEAR BFE IN THIS AREA IS 255.0'. THE 255' CONTOUR SCALED FROM THE FIRM AS WELL AS THE 255CONTOUR
BASED ON OUR MEASUREMENTS ARE BOTH SHOWN ON THE PLAT. MINIMUM FLOOR HEIGHT SHOULD BE V ABOVE THE too
YEAR BFE, OR 256.0', AND OUR MEASUREMENTS INDICATE THAT ALL THE RESIDENCES ON THIS SITE ARE ABOVE THAT
ELEVATION.
DOCUMENTS USED IN THE PREPARATION OF THIS SURVEY:
- SURVEY PLAT OF THE BRADFORD TRACT WHICH THIS PROPERTY IS DIVIDED FROM, BY JOHN DILLINGER, P.L.S. #704, FOR
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 OF
SECTION 12.
NO OTHER DOCUMENTS WERE PROVIDED FOR, NOR ARE REFERENCED ON THIS SURVEY.
AREA AS SURVEYED: 1.917 ACRES.
RECORD DESCRIPTION OF THE BRADFORD (PARENT) TRACT, FROM THE DILDNGER PLAT:
THE EAST 673.0 FT. OF THE SOUTH 129.5' OF THE SOUTH 263.0 FT. OF THE NE1 /4, NE11/4, SECTION 12, T-1-S, R-12-W, PULASKI
COUNTY, AR., CONTAINING IN ALL 2 ACRES MORE OR LESS, LESS AND EXCEPT THE EAST 25' THEREOF TO BE USED FOR
ROAD R/W ALONG GERMAN ROAD.
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°47'16"W 249.5' TO THE NORTHWEST CORNER DF THE NORTHWEST
QUARTER OF THE NORTHWEST QUARTER OF THE ADJACENT SECTION 7, TOWNSHIP 1 SOUTH, RANGE 11 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, S88°42'48"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°4248'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 N01'33'42"E 129.66' TO A SET T-POST; THENCE N88°42'48"E 644.26' TO THE POINT OF BEGINNING, ENCLOSING 1.917
ACRES.
S88'42'48"W 28.74'
FENCE CORNER
POST, ON LINE, 8.1'
EAST OF P.O.B.
POINT OF BEGINNING
SET 5/8' REBAR WITH CAP #1388,
ON PROPOSED WEST LINE OF ROAD
FOUND 5/8" REBAR ON LINE, N 115557.37
E 1239527.18'
ALSO FOUND 1/4" REBAR —
0.25' SOUTH OF LINE EXISTING FENCE \
N8804248'E 644.ZO 292.77'
SET 5/8" REBAR p \
WITH CAP #1388CD
b
N 115632.50. 30' WIDE NON-EXCLUSIVE EASEMENT FOR ACCESS AND UTILITIES CO \
E 1239234.89
V88°4448"E 63.00
\ USE OF EXISTING DRIVE /
LQ OUTSIDE EASEMENT
;<\ \ cw BY PERMISSION y� /
� \ C EXISTING DRIVE
/ `C \� O'0�'�. CENTERLINE
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FOUND 3/4' ROUND ROD
\ \ / 0.9r N.W. FROM R.O.W. PIN, _
--DID-NOT USE_
15, WIDE EASEMENt-FQR UTILITIES /
S88°4Z48"W 287.40
S88°4248"W 63.00 \ \
•"71 SET 5/8' REBAR WITH CAP #1388,
OA \ ON WEST LINE OF ROAD, OFFSET
—SET 5/8'REBAR 27.67' FROM THE IN -USE CORNER
\ N 115527.78'
WITH CAP #1388 BRADFORD SUBDIVISION
POINT OF BEGINNING E 1239524.72'
SET 5/8' REBAR W! CAP #1388.
PROPOSED PAGIS MARKER LOCATION
N 115521.33 \
E 1239237.39 \
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FINAL PLAT OF BRADFORD SUBDIVISION
IN PULASKI COUNTY, ARKANSAS
FOUND 1/2" REBAR
N.E. CORNER NE/4 NE/4
_
SECTION 12 T-1-S R-12-W,
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REFERENCES:
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2 EAST OF GERMAN ROAD CENTERLINE
26 NORTH OF HARPS LANE CENTERLINE
N I
POWER POLE S10'E 39.8'
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N 116845.66
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E 1239584.92
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N.W. CORNER NW/4 NW/4
SECTION 7 T-1-S R-1
PER KITTLER SURVEY
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IN -USE LOCATION OF
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SECTION 7 T-1-8 R-12-W,
BASED ON NEARBY MONUMENTS
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CALCULATED LOCATION OF
o S.E. CORNER NE/4 NE/4
SECTION 12 T-1-S R-12-W,
BASED ON PROPORTION BETWEEN
SECTION CORNERS NORTH AND SOUTH;
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B 65.61' SOUTH OF IN -USE CORNER
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FOUND 1/2" REBAR IN
GERMAN ROAD CENTERLINE
S.E. CORNER SE/4 SE/4
SECTION 12 T-1-S R-12-W
N 111314.47
E 1239437.49
LEGEND 2
(rEL 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
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 subdivicl sajd real estate in accordance with this plat.
Signed Date of Execution
Barbara & Famus Bradford
10204F German Road
Little Rock, Arkansas. 72206
Source of Title: D.R. Page
Instrument No. 90-26291
CERTIFICATE OF RECORDING
������
This document, number
^l�j filed for record Y(� 1 in
Plat Book Page
Circuit Co'Jnry Clerk & Recorder
SignedP/1T O'BRiEN, Circuit Clerk
CERTIFICATE OF ENGIN EKING ACCURACY
I, William W. Hope, hereby certify that this plat correctly represents a plan
made by me, and that the engineerin r quirements of the Little Rock
Subdivision Rules and Regulati s e been complied with.
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.
Signedz �clfra/ve
Date of Execution 1�.A�I1O 1027
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 regulatio
Signed �t
Date of Execution -2-e) (L'"-�
TE p,
REGISTERED
PROFESSIONAL
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.
North Market Street,
Benton, Arkansas 72015
Ben
HOPE
§: PH. (501)315-0786
ENGINEERS FAX (501) 315-0700
www. hopeeng ineers.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: 03/20/2007
C.A.D. BY: J. GEORGE
DRAWING NUMBER:
06-1121
ED:
CHECKED BY: � C �_
SCALE: 1 "=30'
t500
1 S
12 W
10
1 12
1 110
60
1 1388