HomeMy WebLinkAboutS-0344-G Map 4POINT
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
SIGN EASEMENT
PAGIS MONT
534-001
I
1
I
1
I
CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD
C1
418.29ft
17e+48'36'
416.61ft
C2
109.50ft
21'54'01'
lt345.68ft
286,48ft
1210,85Ft
55,43ft
IS58-09'11'E
S18'04'14'W
108,84ft
C3
469.51ft
84035'04'
318.03Ft
289.31ft
N49°21'56'E
428.02ft
A440�'O9Y
0201
MARKHAM
3a SECTION 6
mcy T-1-N, R-13-W
FINANCIAL
CFNT��
PARKWAY WEST
LOT 12 1
- - - - I
VICINITY MAP
CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER
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
i SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF,
rY 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 PYlIgkwf9y WEs;, LT D.
HAVE BEEN COMPLIED WITH. 3 . Z5. 9y ;Lk-,tA � )VA LA
DATE OF EXECUTION
DATE OF EXECUTION ` JOE D. WHITE D.R. PAGE
REGISTERED LAND SURVEYOR ADDRESS
NO. 534, ARKANSAS f. 7_43a:1 hijV, J�334
. INSTRUMENT NO.
CERTIFICATE OF ENGINEERING ACCURACY
CERTIFICATE OF FINAL APPROVAL
S.W. COR.
LOT 8
PARKWAY WEST
Legal Description
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
HAVE BEEN COMPLIED WITH.
ACCEPTED.
THIS CERTIFICATE IS HEREBY
EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
DATE OF EXECUTION TIMOTHY E. DATERS 3 1-2-
Y3� 5
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION
Port of the W 1/2. W 1/2. Section 4, T-1-N, R-13-W, Pulaski County,
Arkansas, mom particularly described as: Starting at the
Norihwest comer of the NW 1/4. SW 1/4, sold Section 4; thence
SST45'05'W along the North line of said NW 1;4, SW 1/4. 440.00
ft.; thence S59'10'33'E, 177.00 ft. to the point of begfnning;
thence S59110'3r E, 104.43 ft.; thence N07'04'2f E, 6.58 ft.:
thence Northeasterly along the arc of a 348.01 ft. radius curve to
the rfght, having a chord bearing and distance of N49'23'45E,
468.36 ft.; thence SAF20'3YE, 76.12 ft. to the Southwest comer
of Lot 8, Parkway West, an Addition to the City of Ufflo Rock,
Arkansas; thence S00'42'347W, 60.00 ft.; thence NW20'32'W,
77.11 if.; thence Southwesterly along the arc of a 288.05 ft.
radius curve to the left, having a chord bearing and distance of
S49'23'45W, 387.68 ft.; thence SOT04'24'W, 47.52 ft.; thonco
Southwestorty along the are of a 316.48 fT. radius curve to the
right, having a chord bearing and distance of SIT04'14'W, 119.82
ft.; thence S2856'2SW, 61.45 ft.; thence S08'20'047E, 74.17
ft. to a point on the Norihorty right-of-way Ilse of Chenat
Parkway; thence Northwesterly along sold Northerly right-of-way
line, boing the arc of a 1285.68 ff. radius tune to the right,
having a chord bearing and distance of N594S49'W, 251.41 ft.;
thence N30'53'23"E, 247,38 ft. to the point of beginning,
containing 1.9568 Acres mom or less.
NOTE: Legal Description Includes right-of-way dedication for
Westhaven Drive, containing 1.1994 Acres more or less.
CERTIFICATE OF REC❑RDING
THIS DOCUMENT, NUMBER FILED FOR
RECORD 19 IN PLAT BOOK
PAGE .
LITTLE ROCK PLANNING
COMMISSION
50 0 100
GRAPHIC SCALE IN FEET
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 1P
PARKWAY WEST
An Addition to the City of
Little Rock, Arkansas
ra- Rl
LL
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as s pad
® WHITE-DATERS & ASSOCIATES, INC.
F1 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
13 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201