HomeMy WebLinkAboutS-0722-I Map 3E
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Deck ueovro
PAGIS
No 5;
a4 1109
79 80 81 I 82 /
BOUNDARY PAGIS COORDINATE
POINT# NORTHING EASTING
6
148250.1519
1189557, 7886
14
148236.2097
1189887.1641
15
147941.2884
1189880.7927
18
147955.3860
1189545.4198
N
WANK Pr)
VICINITY MAP
NOT TO SCALE
DELTA RADIUS TANGENT DIRECTION
RIGHT-OF-WAY CONDEMNED
BY CITY OF LITTLE ROCK
INSTRUMENT No 912313
HIS PROJECT
HERRY CREEK
HASE 6
CHORD
ty
NOTE
THE BEARINGS AND DISTANCES ALONG THE RIGHT—OF—WAY
FOR CHERRY LAUREL DRIVE SUPERCEDE THAT INFORMATION
SHOWN IN PLAT BOOK D AT PAGE 306.
FILED AND RECORDED 08/14/91.
Legal Description
Lots 1 & 23-26, BLOCK I
Part of the N 1/2, SW 1/4, NW 1/4, Section 9, T-1—N, R-13—W,
Pulaski County, Arkansas, more particularly described as:
Beginning at the Southeast corner of Lot 2, Block 1, Cherry Creek,
an Addition to the City of Little Rock, Arkansas, said comer lying
on the North right—of—way line of Cherry Laurel Drive; thence
NO2'23'30"E along the East line of said Lot 2, 120.00 ft. to the
Northeast corner of said Lot 2, said corner lying on the North line
of N 1/2, SW 1/4, NW 1/4, said Section 9; thence S8736'30'E along
said North line, 329.67 ft. to the Northeast corner of said N 1/2,
SW 1/4, NW 1/4; thence SO1'14'15"W along East line of said N 1/2.
SW 1/4, NW 1/4, 108.00 ft, to a point on the North right—of—way
line of Cherry Laurel Drive; thence Westerly along said North
right—of—way line, being the arc of a 333.10 ft. radius curve to
the right, having a chord bearing and distance of S8626'17"W,
68.06 ft.; thence Westerly and continuing along said North right—
of—way line the following bearings and distances; N8736'30"W,
194.15 ft.; S02'23'3D"W, 5.00 ft. and N87*36'30"W, 70.00 ft. to the
point of beginning, containing 0.8775 Acre more or less.
AND
Lot 1 & Lots 13-16, BLOCK 4
Port of the N 1/2, SW 1/4, NW 1/4, Section 9, T-1—N, R-13—W,
Pulaski County, Arkansas, more particularly described as:
Beginning at the Southeast corner of Lot 2, Block 4, Cherry Creek,
an Addition to the City of Little Rock, Arkansas; thence
NO2'23'30"E along the East line of said Lot 2, 125.00 ft. to the
Northeast corner of said Lot 2, said corner lying on the South
right—of—way line of Cherry Laurel Drive; thence Easterly along
said South right—of—way line the following bearings and distances;
S87*36'30"E, 70.00 ft.; S02'23'30"W, 5.00 ft. and S8736'3CE,
194.15 ft.; thence Easterly and continuing along said South right—
of—way line, being the arc of a 393.10 ft. radius curve to the
left, having a chord bearing and distance of N8717'24"E, 69.10 ft.
to a point on the East line of the N 1/2, SW 1/4, NW 1/4, said
Section 9; thence S01'14'15"W along said East line, 126.20 ft.;
thence N8736'30"W, 335.58 ft. to the point of beginning,
containing 0.9316 Acre more or less.
CERTIFICATE OF SURVEYING ACCURACY
I, JOE D WHITE, HEREBY CERTIFY THAT THIS
PLAT CORRECTLY REPRESENTS A BOUNDARY
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 qE D. WHITE
REGISTERED LAND SURVEYOR
NO. 534, ARKANSAS
CERTIFICATE OF ENGINEERING ACCURACY
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.
Wi uk DeveloPrnenf Co.
DATE OF EXECUTION Ieanal C. e, pros,
FD PJOx 0060
D.R. PAGE LAitle ROCIc-7 AR.
ADDRESS
INSTRUMENT NO. 07' 19"7
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
} EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL 8
ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION LITTLE R CK PLANNING
COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER FILED FOR
RECORD -�> - , 19 ri'j IN PLAT BOOK
PAGE `? 11 rl .
a 50 0 100
GRAPHIC SCALE IN FEET
SCALE: 1" = 50'
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: 0.45/10,000' LOTS 1 & 23-26, BLOCK 1
.74/10.000' LOTS 1 & 13-16, BLOCK 4
7. PAGIS MARKERS WERE SET AS SHOWN.
Plat of Lots 1 & 23 — 26, BLOCK 1, and Lots 1 & 13 — 16, BLOCK 4
CHERRY CREEK -
An Addition to the City of
Little Rock, Arkansas
0-010
PART OF THE N1/2, SWI/4, NW1/4, SECTION 9, T-1—N, R-13—W,
PULASKI COUNTY, ARKANSAS
WHITE-DATERS & ASSOCIATES, INC.
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201