HomeMy WebLinkAboutS-0344-G Map 3POINT
NORTHING
EASTING
1
152148.42
1189283.27
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
1 1
151879.14
1189360.48
12
151805.75
1189371.23
13
151936.12
1189156.27
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SIGN EASEMENT
PAGIS MONT
1534-001
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CURVE LENGTH DELTA RADIUS TANr,FNT n1PFrT1nN runlan
C1
1418.29ft
17.48'36'
t
1416.61ft
C2
1109,50ft
21'54'01'
184-35'04'
11345,68ft
286,48ft
1210
55,43ft
IS58-09'11'E
S18'04'14'W
108.64ft
11C3 1469.51ft
318,03ft
289.31ft
N49'21'S6'E
428,02ft
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CERTIFICATE OF SURVEYING ACCURACY
I, JOE D WHITE, HEREBY CERTIFY THAT THIS
PLAT CORRECTLY REPRESENTS A BOUNDARY
i 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.
DATE OF EXECUTION JOE D. WHITE
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 SUBDIVIDE SAID REAL
ESTATE IN ACCORDANCE WITH THIS PLAT,
P✓I RkWFly WEs L-7 p.
3 - Z5- iN t3I'. wtAL,,T '�qi1u. ;I- A14t
DATE OF EXECUTION
D.R. PAGE
REGISTERED LAND SURVEYOR ADDRESS
NO. 534, ARKANSAS 7 �� Z'
INSTRUMENT NO.
CERTIFICATE OF ENGINEERING ACCURACY
CERTIFICATE OF FINAL APPROVALI
I, TIMOTHY E. DATERS, HEREBY CERTIFY
THAT THIS PLAT CORRECTLY REPRESENTS A PURSUANT TO THE LITTLE ROCK SUBDIVISION
PLAN MADE BY ME, AND THAT THE RULES AND REGULATIONS, AND ALL OF THE
ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN
ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT IS HEREBY
S.W. CO R. HAVE BEEN COMPLIED WITH. ACCEPTED. THIS CERTIFICATE IS HEREBY
LOT 8 =3 EXECUTED UNDER THE
H AUTHORITY OF SAID
PARKWAY WEST RULES Xl�
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
_ _ _ _ _ _ _ _ _ _ _ _ ENGINEER NO, 5033, ARKANSAS DATE OF EXECUTION LITTL ROCK PLANNING
COMMISSION
CERTIFICATE OF RECORDING
�¢ SECTION 6
3p T-1-N, R-13-W
m�
w
FINANCIAL
CENT
a
�Z-
PARKWAY WEST
PPR����
z
LOT 12
- - -
-
VICINITY MAP
THIS DOCUMENT, NUMBER _FILED FOR
RECORD , 19 IN PLAT BOOK
PAGE -
a
50 0 100
GRAPHIC SCALE IN FEET
Legal Description
Part of the W 1/2. W 1/2, Sectlon 4, T-1-N, R-13-W Pulaski County,
Arkansas, mom particularly described as: Starting 514--fts
Northwest comer of the NW 1/4, SW 1/4. sold Section 4; thence
S8T45'OS'W clon9 the North line of sold NW 1/4. FW 1/4, 440.00
ft.; themes S59'10'3r E, 177.00 ft. to the point of beginning;
thence S59'10'33'E, 104.43 ft.; thence NOT04'2,r E, 6.58 ft.;
thence Northeasterly along the arc of a 348.01 ft. radius curve to
the right, having a chord bearing and distance of N49123'45'E,
468.36 ft.; thence S8620'32•E, 76.12 ft. to the Southwest comer
of Lot S. Parkway West, on Addition to the City of Uftle Rock,
Arkansas; thence S01742'34'W, 60.00 ft.; thence N8920'32'W,
77.11 ft.; thence Southwesterly along the arc of a 288.06 ff.
radius curve to the left, having a chord bearing and distance of
S4423'4SW, 387.68 ft.; thence S07*04'24'W, 47.52 ft.; thence
Southwesterly along the arc of a 316.48 it. radius ourre to the
right• having a chord bearing and distance of S1SO4114'W, 119.82
ft.; thence S2F58'2'SW, 61.45 ft.; Ihenc* SOV20'0,CE, 74.17
ft. to a point on the Northerly right-of-way line of Chenal
Parkway; thence Northwesterly along sold Northerly right -of -ray
line, being the arc of a 1285.68 ft. radius curve to the right,
having a chord bearing and distance of N58'45'49'11, 251.41 ft.;
thence N3f753'23 E, 247.18 ft. to the point of beginning,
containing 1.9568 Acres more or less.
NOTE: Legal Description Include* right-of-way dedication for
Westhown Drive. containing 1.4994 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 13F STREET
RIGHTS OF WAY ARE 25'
6, ERROR OF CLOSURE, 0.09/10,000,
Plat of Lot 12
PARKWAY WEST
An Addition to the City of
Little Rock, Arkansas
FINAL i� t
r„m�
El WHITE-DATERS & ASSOCIATES, INC.
a CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201