HomeMy WebLinkAboutS-0065-VV Map 3Legal Description
Part of Blocks 5,6,10,11,12 and 22, Neimeyer Grove and a portion of
adjacent streets and alleys, Little Rock, Pulaski County, Arkansas,
all more particularly described as: Beginning at the Northeast
corner of Lot 322, St. Charles, an Addition to the City of Little
Rock, Arkansas, said corner lying on the Southerly right—of—way
line of Loyolo Drive; thence Southwesterly along the Northerly
lines of Lots 322 through 327, said St. Charles Addition the
following bearings and distances; S52'08'23"W, 99.58 ft.;
S48'12'33"W, 207.57 ft.; S4433'42"W, 95.05 ft.; S59'24'44"W,
82.28 ft. and S7603'15"W, 140.52 ft. to the Northwest corner of
said Lot 327; thence N25'32'40"W, 328.66 ft.; thence
N74'31'10"E, 230.31 ft.; thence N54'55'39"E, 84.48 ft.; thence
N4T12'21"E, 100.05 ft.; thence N4F52'39"E, 95.26 ft.; thence
N40'49'56"E, 60.0 ft.; thence S4659'10"E, 40.89 ft.; thence
N40'58'E, 147.32 ft. to a point on the North line of the SE 1/4,
Section 31, T-2—N, R-13—W; thence S8F10'E along said North line
102.73 ft. to a point on the Northerly extension of the East line
of said Block 5, Neimeyer Grove; thence S02'09'W along the
Northerly extension of the East line of said Block 5 and the East
line of said Block 5, also being the West right—of—way line of a 40
ft. street, 282.36 ft. to a point on the Northerly right—of—way
line of Loyola Drive; thence S4655'57"W, 60.04 ft. to the point
of beginning, containing 5.0637 Acres more or less.
NOTE: Bearings and Distances ore based on State Plane Datum
BOUNDARY PAGIS COORDINATES
POINT# NORTHING EASTING
157.456.10 1,182,066.25
2
157,317.77
1.181,91 1.48
3
157,250.05
1,181,844.79
4
157,208.18
1,181,773.96
5
157,174.31
1,181,637.58
6
157, 470.85
1.181, 495.86
7
157,532.33
1,181,717.85
8
157,580.87
1,181,786.98
9
157,647.55
1,181,861.57
10
157,713.87
1,181,929.96
11
157, 759.27
1,181,969.19
12
157,732.43
1,182,000.05
13
157,843.67
1,182,096.63
14
157.840.39
1,182,199.31
15
157,558.22
1,182,188.72
16
157,517.22
1,182,144.86
f2??s f0.�534-039
AGIS MONUMENT
/S AZM
CURVE LENGTH DELTA RADIUS TANGENT
C1 1128.41ft 07'42'16 954.93ft 64.30ft
NORTH LINE SE 1/4, SECTION 31
T-2-N, R-13-W
— 13 SWIOT 102.73' 14
�— ---- —Izs' —
/
�EASEMENT—
ryh
268
�A 12 o
10
267
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93 �j �F�9. 05M'\ BGi N N
311 az3r
9(7 312 d
20' R/W— — — —
/ < 15 I RECORDED PLAT BOOK 1
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321 e724' �o -- -- — -- — --
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313 16 ao' R w
LQ/fi G W02' 322
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315
cl / 12722'
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323
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fa" 324
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O
O / / ST CHARLES
PLAT BOOK D
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317 0� / 325
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326
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327
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THIS PROJECT
T-2—NL
T-1—N
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RIDGEHAVEN RD
ST ICHARLES ADD.
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VICINITY MAP
SCALE: 1" = 2,000'
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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 T IS PLAT.
ROCK SUBDIVISION RULES AND REGULATIONS
Worn WIRI�p eh+ CD.
HAVE BEEN COMPLIED WITH.
/0
DATE OF EXECUTION nald C.T4 R'e5.
c k CAP,
DATE OF EXECUTION E D. WHITE
D.R. PA I'
EGISTERED LAND SURVEYOR
ADDRESS
NO. 534, ARKANSAS
09. 25571,52.
INSTRUMENT NO.
CERTIFICATE OF ENGINEERING ACCURACY
CERTIFICATE OF FINAL APPROVAL
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
j [X
(EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
DATE OF EXECUTION TIMOTHY E. CATERS
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 — .
9
50 0 100
GRAPHIC SCALE IN FEET
SCALE: 1' = 50'
GENERAL NOTES:
1/2' DIA 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: 0.20'/10,000'
NOTE — PURPOSE OF THIS MODIFIED PLAT IS TO CORRECT STREET }SAME
"ROYALE COURT" TO CHESNAY COURT".
MODIFIED PLAT
Plat of lots 267, 268 and lots 311 — 32'
ST CHARLES yr.le6opj
An Addition to the City OFINAL PLAT
Little Rock, Arkansas As Si90e111
BEING A REPLAT OF PART OF BLOCKS
5, 6, 10, 1 1 , 12 & 22 NEIMEYER GROVE,
LITTLE ROCK, PULASKI COUNTY, ARKANSAS
LEI WHITE-DATERS & ASSOCIATES, INC.
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
[� 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201
DATE: 03/ 10/94
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