HomeMy WebLinkAboutS-0202-R Mapun nronnrnrn i.Jrorn.l nn
0
J0
In
rr
0
0
L0
II
N
N
x
a
i
m
o+
c
�a
/ I
N
U)3
00w
/ a.
� I
CC)Of
rn
J �
�a
3E
-0 a
r1% N
N
N j
N y
N
oo.0/
L
0�
o
J �
ac
w °
of j
c
c •�
Y ,N.
rn Q)
.. x
rn
CT
0
E
20
- E 1180532.26
o ' '� �Q°1
w • _ --
I I \ �N6tioti 6 $�
i
i
79
FOUND 1/2- REBAR
' Sd _N-1 6634Z -
A` E 1180575.19 /
,p J,
29
' , �,
I
01 21
61. C'
FOUND 1/2" REBAR -� F
_,.._ _ .. q2� AO>%
N 166310.11 �6' ii�e
E 1180294.05 ` - 4 cry ,rdt' F,�J�N�li
21 R '09�Tj���F Fr
RL
Lj N_ t� 166214.80 O P. �� F9� - G;JE 1180669.31 h/
0 0 \Idle 22
z T -1. o 0
l �
23 v, 4 o i
POINT On BEGINNING _ S* "i c+ � Uv _ N 166179.36
FOUND 1/2" REBAR -'`� �' E 1180663.32
199.01 _ k'�ti , p� o Ycr
N 166 l rn rn J t, D o rn
E 1180289.97 - `0\,'
o.�
23 0
oU.
Fo
.IV66 N� r 100,
�,`I132Z4'- ��•--_ ¢,25oJ��ti�{'y�°/s
p0 FOUND 1 /2 -REBAR'/
A N 166091� j °Ely �5N 166120.92
�_I - C 1180501.6:355 f 1G4 QG� E 1180578.13
F-
If } � N .17_25� h°
E,11 0558.06
M_
> -.. 24
L4 .
z
I
15.. `
i
-n -
4_ j
c
I
SB6'19' 59"W —
97 9 80'
SS A�i,,
AT $Y, SAS
REGISTERED
PROFESSIONAL
ENGINEER
j No.4686 ¢jam
YYL, IL VIVVCR 1VIVCU, VYYIVGR.J vi u- ..-^� �.. r"� "'••" '•'•" """"••"�.' ""-"', --
H CERT THAT WE HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY
/J Y F, AND UBDIVIDE SAID REAL ESTATE I ACCORDANCE WITH THIS PLAT.
5-
FW
ORY REEK JOINT VENTURE DATE F EX CUTION
Br,CLI=BOSHEARS, GENERAL PARTNER
MICR EL PIE� DATE OF EXECUTION
) 1 4. . a-o00
CARLA PIERCE DATE OF EXECUTION
SOURCE OF TITLE: DOCUMENT NO 81-00923, 82-34488, 83-08252
DOCUMENT NO 97-059224
CERTIFICATE OF ENGINEERING ACCURACY
I, WILLIAM E. RUCK, 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.
1 �LyZ 2o0o _ z��►..� 6-. Ida,
D EXECUTION REGISTERED PROFESSIONAL ENGINEER NO. 4686
CERTIFICATE OF SURVEYING ACCURACY
I, WALTER SPAUL, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY
SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY E IST AND ARE
CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF7 LITTLE ROCK
SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPPLIED WITH.
Aj
DATE OF EXECUTION REGISTERED LAND SU VEYOR N . 979
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 REGULA
TION S.
DATEOFEXECUTION LITTLE ROCK PLANNING COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT NUMBER FILED FOR RECORD IN PLAT BOOK
PAGE FOR BILL OF ASSURANCE SEE DOCUMENT NO.
CIRCUIT CLERK
LEGAL DESCRIPTION
A tract of land situated in the east 800 feet of the SE 1/4, SW 1/4, Section 19, Township 2
North, Range 13 West, City of Little Rock, Pulaski County, Arkansas, being more particularly
described as follows:
Commencing at a concrete monument at the southeast corner of the said SE 1/4, SW 1/4;
thence S8619'59"W, along the south boundary line of Hickory Creek Subdivision - Prase VI,
as recorded in Plat Book D, Page 397, Circuit Clerk Office, Pulaski County, Arkansas, 799.80
feet to a 2" Iron Pipe at tree southwest corner of said Hickory Creek Subdivision - Phase VI;
thence N01'48'32"W, along the west line of said east 800 feet, 364.78 feet to a 1/2" rebor
at the northwest corner of Lot 24 of said Hickory Creek Subdivision - Phase VI; thence
continuing N01'48'32"W, along the west line of said Hickory Creek Subdivision, 111.18 feet, to
the southwest corner of Lot 20 of said Hickory Creek Subdivision - Phase VI: thence
N62'02'57"E 260.83 feet to the southeast corner of said Lot 20; thence along the south line
of Hickory Creek Circle as shown on said Hickory Creek Subdivision - Phase VI the :allowing
courses and distances;
along a curve to the left, having a 397.33 foot radius, a chord bearing and
distance of S34'06'55"E, 85.34 feet;
S40'16'48"E, 158.73 feet;
along a curve to the right, having a 25.00 foot radius, a chord bearing and
distance of S05'40'39"W, 35.94 feet;
thence along the north line of Hickory Creek Court Southwest as shown on said Hickory Creek
Subdivision - Phase VI the following courses and distances;
S51'38'05"W, 103.31 feet;
along a curve to the right, having a 25.00 foot radius, a chord bearing and
distance of S75'43'01"W, 20.40 feet;
along a tangent curve to the left, having a 50.00 foot radius, a chord bearing and
distance of S61'25'37"W, 62.08 feet to the northeast corner of said Lot 24;
thence leaving said north line of Hickory Creek Court Southwest, N66'56'16"W 237.48 feet to the
Point of Beginning; said tract of land containing 1.762 acres (76743 S.F.), more or less.
POINT OF COMMENCEMENT
FOUND CONCRETE MONUMENT
SOUTHEAST CORNER OF THE
SE1/a• SW1/a, SECTION 19,
T-2-N, R-13-W
i
C
a
5 PROJECT
M �
a
xCOJw. MLLf C,KIL / 4Rb.
•" Af
$.'. L. `
f o
VICINITY MAP
SCALE: 1" = 2000'
SCALE: 1" = 50'
50 25 0 50 100 150
�k BASIS OF BEARINGS: HICKORY CREEK
SUBDIVISION - PHASE VI
THE FLOOD INSURANCE RATE MAP PREPARED
BY THE FEDERAL EMERGENCY MANAGEMENT
AGENCY, COMMUNITY PANEL NUMBER 050181
0002 E AND DATED NOVEMBER 3, 1993,
SHOWS THAT NO PART OF THIS SITE LIES
BELOW THE 500 YEAR FLOOD, AND THAT THE
SITE HAS A ZONE "X" CLASSIFICATION.
COORDINATES SHOWN ARE BASED ON
ARKANSAS STATE PLANE COORDINATES,
NORTH ZONE, NAD-83 AS DETERMINED
FROM PAGIS MONUMENT NO. 2090
NOTE: ALTHOUGH LOT 22 HAS
IMPROVEMENTS TO IT NO IMPROVEMENTS
ARE SHOWN, 2' CONTOURS AND EDGE OF
ROAD ARE FROM PAGIS (AERIAL
PHOTOGRAPHY)
NAME AND ADDRESS OF OWNERS:
MICHAEL PIERCE AND CARLA PIERCE
134 HICKORY CREEK CIRCLE
LITTLE ROCK, AR. 72212
HICKORY CREEK JOINT VENTURE
5417 CHEBAUX COURT
LITTLE ROCK, AR. 72223
ERROR OF CLOSURE 1' IN 15,142'
LEGEND
•
(PG)
REPLAT BOUNDARY
LOT LINE
EASEMENTS
BUILDING SETBACK
SET 1/2" REBAR
CENTER LINE OF STREETS
PAGIS BEARINGS
LUTS 21R AND 22R
A REPLAT OF A PART OF
HICKORY CREEK SUBDIVISION - PHASE VI
LOTS 21,22 AND 23
LITTLE ROCK, ARKANSAS
PREPARED BY
GARVERIENGINEERS
LITTLE ROCK, ARKANSAS
JANUARY 4, 2000
FINAL PLAT
4As Si net!
DATBy-E: S" c' z�
S -- "�-o.)-