HomeMy WebLinkAboutS-0344-G Map 5r
POINT
NORTHING
EASTING
1
152148.42
1189253.27
2
152094.91
1189372.94
3
152101.43
1189373.76
4
153406.25
1189729.34
5
152404.05
1189805.43
6
152344.08
1189804.69
7
152346.32
1189727.60
8
152093.95
1189433.26
9
152046.80
1189427.41
10
151932.89
1189390.24
11
151879.14
1189360.48
12
151805.75
1189371.23
13
151936.12
1189156.27
95,65'
NORTHWEST CORNER, NWI/4,
SWI/4 SECTION 4 T-1-N,
R-13-W
S87'45'03" E
R1
SIGN EASEMENT
'-t I
N I
't
M
It
G
N
N
O
p PAGIS MONT
1534-001
CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD
C1
418,29ft
17.48'36'
416.61ft
C2
109.50ft
21454'01'
11315,68ft
286,48ft
1210.85ft
55.43ft
IS58#09'11'E
S18'04'14'W
108.84ft
C3
46951ft
84°35'04'
31603Ft
28931ft
N49'21'56'E
428,02ft
CERTIFICATE OF OWNER
CERTIFICATE OF SURVEYING ACCURACY
I, JOE D WHITE, HEREBY CERTIFY THAT THIS
WE, THE UNDERSIGNED, OWNERS OF THE REAL
PLAT CORRECTLY REPRESENTS A BOUNDARY
ESTATE, SHOWN AND DESCRIBED HEREIN, DO
/
SURVEY MADE OR VERIFIED BY ME, ALL
HEREBY CERTIFY THAT WE HAVE LAID OFF,
MONUMENTS REQUIRED ACTUALLY EXIST AND
PLATTED, AND SUBDIVIDED, AND DO HEREBY
ARE CORRECTLY SHOWN HEREON AND THAT ALL
LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
SURVEYING REQUIREMENTS OF THE LITTLE
ESTATE IN ACCORDANCE WITH THIS PLAT.
ROCK SUBDIVISION RULES AND REGULATIONS
P✓ r?kWfgy VJE57 L-T A.
HAVE BEEN COMPLIED WITH. ; _
3 Z3• I4 �y',�✓1n �iv1 y t A
DATE OF EXECUTION
DATE OF EXECUTION G JOE D. WHITE
D.R. PAGE
'
REGISTERED LAND SURVEYOR
ADDRESS
i
NO. 534, ARKANSAS
gQ-
4'+
INSTRUMENT NO.
CERTIFICATE OF ENGINEERING ACCURACY
F.8y
CERTIFICATE OF FINAL APPROVAL
Lt
I, TIMOTHY E. DATERS, HEREBY CERTIFY
!d�.���3 ��,
THAT THIS PLAT CORRECTLY REPRESENTS A
PURSUANT TO THE LITTLE ROCK SUBDIVISION
PLAN MADE BY ME, AND THAT THE
ENGINEERING REQUIREMENTS OF THE LITTLE
RULES AND REGULATIONS, AND ALL OF THE
E OP;��I
CONDITIONS OF APPROVAL HAVING BEEN
ROCK SUBDIVISION RULES AND REGULATIONS
COMPLETED, THIS DOCUMENT IS HEREBY
HAVE BEEN COMPLIED WITH,
ACCEPTED. THIS CERTIFICATE IS HEREBY
S.W. COR.
EXECUTED UNDER THE AUTHORITY OF SAID
LOT 8
S
RULES AND REGULATIONS.
PARKWAY WEST
_
DATE OF EXECUTION TIMOTHY E. DATERS
3/z3�1� C.
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS
DATE OF EXECUTION LITTLE ROCK PLANNING
COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER FILED FOR
RECORD , 19 IN PLAT BOOK
PAGE
I�
50 0 100
GRAPHIC SCALE IN FEET
Legal Description
Part of the W 1/2. W 1/2, Section 4, T-1-N, R-13-W, Pulaski County,
Arkansas, more particularly described as: Starting of the
Northwest corner of the NW 1/4. SW 1/4. sold Sktlon 4; thence
S8745'03'W along the North line of said NW 4/4, SW 1/4, 440.00
ft.; thence S59'10.3SE, 177.00 ft. to the point of beginning;
thence S5WIO'35'E, 104.43 ft.; thence N0704'24'E, 6.58 ft.;
thence Northeastrly along the arc of a 348.01 ff. radius curve to
the right, having a chord bearing and distance of N4723'45'E,
468.36 1t.; thence S88'20'32'E. 76.12 ft. to the Southwest corner
of Lot 8, Parkway West, an Addition to the City of Uttle Rock,
Arkansas; thence S00'42'34W, 60.00 ft.; thence N8920'32'W,
77.11 ft.; thence Southwesterly along the arc of a 288.06 ft.
radius curve to the left, having a chord bearing and distance of
S49'23'45W, 387.68 ft.; thence 50704'24'W, 47.52 ft.; thence
Southwesterly along the arc of a 316.48 ft. radius curve to the
right, having a chord bearing and distance of S1SO4'14"W, 119.32
It.; thence S28'58.25"W, 61.45 ft.; thence Soe•2o'o4'E, 74.17
ft. to a point on the Northerly right-of-woy line of Chenal
Parkway; thence Northwesterly along sold Northerly right-of-way
line, being the arc of a 1285.68 ft. radius curve to the right,
having a chord bearing and distance of N58'45'49'W, 251.41 ft.;
thence N30'S3'23'E, 247.38 ft. to the point of beginning,
containing 1.9566 Acres more or less.
NOTE: Legal Description Includes right-of-way dedication for
Westhaven Drive, containing 1.1994 Acres more or less.
GENERAL NOTES:
1. IRON PINS WERE SET AT ALL LOT CORNERS
2, ALL EASEMENTS SHOWN------ ARE TO BE
USED FOR DRAINAGE AND/OR UTILITIES.
3. LOTS WITH ROUNDED CORNERS ARE
MEASURED TO A POINT OF INTERSECTION
OF LOT LINES AND NOT POINTS ON A
CURVE.
4. DISTANCES SHOWN ALONG CURVES ARE
CHORDS.
5. RADII AT INTERSECTIONS OF STREET
RIGHTS OF WAY ARE 25'
6. ERROR OF CLOSURE, 0.09/10,000,
Plat of Lot 12
PARKWAY WEST
SECTION 6
An Addition
to the City of
3o T-1-N, R-13-W
m� I
Q
Little Rock,
Arkansas
FINANCIAL
p
PARKWAY WESRT
z
LOT 12
6
I WHITE-DATERS
& ASS001ATES, INC.
VICINITY MAP
n CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
11 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201