HomeMy WebLinkAboutS-1340 Map 3CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY:
EDGE C
TAYLOR
N 22e33'24"
/40.49'
N 05s05'42"
\ 48.53'
N 26e42'45"
35.89'
CURVE DATA
RADIUS: 612
ARC LENGTH
CHORD BEAF
CHORD LENC
CURVE DATA
RADIUS: 442
ARC LENGTH
CHORD BEAF
CHORD LENC
RICHARDSON INVESTMENT CORP.
(UNIMPROVED)
R®2
JECT
OUR ELEVATION DATUM
:R THAN DATUM FOR
BENT 2063-0061
,IANHOLE
I, William W. Hope, HEREBY CERTIFY THAT THIS PLAT
CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED
BY ME THAT ALL SURVEYING REQUIREMENTS OF THE STATE OF
ARKANSAS AND CITY OF LITTLE ROCK SUBDIVISION RULES AND
REGULATIONS HAVE BEEN COMPLIED WITH AND THE PLAT HAS
BEEN SURVEYED AND IS DULY BEING FILED FOR RECORD IN THE
OFFICES OF THE STATE SURVEYOR AND THE COUNTY CIRCUIT
CLERK AND RECORDER.
DATE OF EXECUTION NAME
REGISTERED PROFESSIONAL LjU SURVEYOR
NO._J Z6__--_
ARKANSAS
I, William W. Hope HEREBY CERTIFY THAT THIS PLAT
CORRECTLY REPRESENTS A PLAT MADE OR VERIFIED BY ME, AND
THAT ENGINEERING REQUIREMENTS OF THE LITTLE ROCK
SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED
_?Ono, WITH.
Name of Subdivision:
HINSLOR SLOPE
ZONE R-2
E
(-`�T_;T D I
Y 88 2002
30°
BAR
SCALE:
I"
= 30'
SIGNED,, `
---c-- B —C, Z-------
DATE OF EXECUTION NAME
REGISTERED PROFESSIONAL ENGINEER
NO.1975
ARKANSAS
ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND
REGULATIONS RELATIVE TO THE PREPARATION AND SUBMITTAL TO
PRELIMINARY PLAT HAVING BEEN FULFILLED, APPROVAL OF THIS
PLAT IS HEREBY GRANTED, SUBJECT TO FURTHER PROVISIONS OF
SAID RULES AND REGULATIONS. THIS CERTIFICATE SHALL EXPIRE
DATE
SIGNED,
DATE OF EXECUTION NAME
L.R. PLANNING COMMISSION
1 229,363 SQUARE FEET, OR 5.265 ACRES, MORE OR LESS.
BASIS FOR BEARINGS: NORTH LINE OF THIS TRACT AS DESCRIBED I
IN A DEED FOR ADJACENT PROPERTY, AND RECORDED IN
INSTRUMENT #89-48031
PART OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE
SOUTHWEST QUARTER (N1/2 NE1/4 SW1/4) OF SECTION 19, TOWNSHIP
2 NORTH, RANGE 13 WEST, IN LITTLE ROCK, PULASKI COUNTY,
ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF THE SAID N1/2 NE1/4
SW1/4, A SET 5/8" REBAR AND CAP; THENCE ALONG THE SOUTH LINE
OF THE N1/2 NE1/4 SW1/4 S88'16'09"W 424.56' TO A SET 5/8"
REBAR AND CAP ON THE PROPOSED EAST RIGHT OF WAY (R.O.W.) OF
THE NEW ROAD; THENCE LEAVING THE SOUTH LINE, ALONG PROPOSED
THE EAST R.O.W. FOR THE FOLLOWING FIVE CALLS, ALONG A
NON -TANGENT CURVE TO THE NORTH, CONCAVE TO THE EAST, WITH A
RADIUS OF 442.18' AND LENGTH 100.46'. FOR A CHORD BEARING AND
DISTANCE OF N16'51'02"W 100.24' TO THE BEGINNING OF A REVERSE
CURVE TO THE NORTH, CONCAVE TO THE WEST, WITH A RADIUS OF
612.21' AND LENGTH 244.58'; THENCE ALONG THE CURVE FOR A CHORD
BEARING AND DISTANCE OF N21'44'13"W 242.96'; THENCE LEAVING THE
CURVE N26'42'45"W 35.89'; THENCE N05'05'42"W 48.53'; THENCE
N22'33'24"E 40.49'; THENCE N45'59.53"E 170.89' TO A FOUND 1/2"
REBAR; THENCE S00'26'05"E 105.30' TO A FOUND 1/2" REBAR;
THENCE N89'00'06"E 420.38' TO A FOUND 1/2" REBAR ON THE EAST
LINE OF THE N1/2 NE1/4 SW1/4; THENCE ALONG THE EAST LINE
S00'32'48"E 447.34' TO THE POINT OF BEGINNING, ENCLOSING 5.265
ACRES.
GERALD K. JOHNSON
NORTHWEST CONGREGATION OF
IEERS: JEHOVAH'S WITNESSES
HOPE ENGINEERS INC.
203 LILLIAN STREET
OF SUfIdFI1098N:ARKANSAS 72015
IG CLASSIFICATIONHINSLOR SLOPE
CE OF TITLE:
STREETS: DEED NO. 94-73483
100' DIAMETER CUL—DE—SAC
'T WIDTH: 100' DIAMETER CUL—DE—SAC
01STRp
STATE OF
NO.
t,fOt1!Aat
[ER OF LOTS: 2 PLUS 1 T T
CE OF WATER: CITY OF L LEOA&VLE
CE OF SANITARY SEWER:
IING SETBACKS:
FRONT-25'
REAR-20'
SIDE —INTERIOR 8'
FRONT-10' OR AS SHOWN
REAR-5' OR AS SHOWN
SIDE —INTERIOR 5% EXTERIOR 10'
ET RIGHT OF WAYS: SW
ET WIDTH: 100' DIAMETER CUL—DE—SAC
01- to 0/AR AAUNSAS
REGISTERED
PROFESSIONAL
MS ff•]
By affixing my seal and signature, I William W. Hope, PLS No, 128, 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.
A portion of the property described hereon lies within the 100 year flood plane, according
to the Federal Insurance Rate Map, panel / 050181 0002 B Dated: November 3. 1993;
however, Hinson and Taylor Loop Roads have been relocated since publication of the map
and the flood zone now appears to be across the road.
HOPE ENGINEERS, Inc.
203 Lillian Street
n, Benton, Arkansas 72015
NGIN� (501) 315-0786 FAX (501) 315-0700
FOR USE AND BENEFIT OF,
Northwest Congregation of Jehovah's Witnesses
PRELIMINARY PLAT
'-OR SLOPE SUBDIVISION
LEGEND
A -Computed point
• —Found monument
O —Set ,#5 RB/Plan. Cap
®—Sewer Manhole
DATE: 05/8/2002 C.A.D. BY: J. SISCO A
REVISED: CHECKED BY: 02-1 94
SCALE: 1" = 30' SHEET NUMBER: 1 OF 1
500 102AI -13W 0 -19 270 60 0-128