HomeMy WebLinkAboutS-0722-I Map 6CERTIFICATE OF SURVEYING ACCURACY
CERTIFICATE OF OWNER
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PAGIS
No 5:
14 11U49
79 801 81 82
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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
CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD
C1 183.67ft 13'12'13" 1363.1Oft 142.02ft N84'17'25"E I 83.49ft
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VICINITY MAP
NOT TO SCALE
RIGHT-OF-WAY CONDEMNED
BY CITY OF LITTLE ROCK
INSTRUMENT No 972313
HIS PROJECT
HERRY CREEK
HASE 6
6I�
ti
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 1
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 corner lying
on the North right—of—way line of Cherry Laurel Drive; thence
N0723'30"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 S01'14'15"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.; S02'23'30"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;
S8736'30"E, 70.00 ft.; S0223'30"W, 5.00 ft. and S8736'30"E,
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 N87*17'24"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 N87*36'30"W, 335.58 ft. to the point of beginning,
containing 0.9316 Acre more or less.
11
a
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 E D. WHITE
REGISTERED LAND SURVEYOR
NO. 534, ARKANSAS
CERTIFICATE OF ENGINEERING ACCURACY
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 G* D2velopmanf CD.
3-� T41 .
DATE OF EXECUTION Ranalcl C.Toe, res,
D.R. PAGE LA1tie &c7K. 6R.
ADDRESS
INSTRUMENT NO. el'7' 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
t ( EXECUTED UNDER THE AUTHORITY OF SAID
q' wr"�^:z 1 RULES AND REGULATIONS.
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL 3 8
ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER FILED FOR1 .
RECORD ' 19 IN PLAT BOOK l'
PAGE P ' I �l .
t
50 0 100
GRAPHIC SCALE IN FEET
SCALE: 1" = 50'
C.
LITTLE R CK PLANNING
COMMISSION
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 CRFFK-
An Addition to the City of
Little Rock, Arkansas
?LPPART KI THE COUNTY,
A ANSAS NW1/4, SECTION 9, T-1-N, R-I I, a
ULASKI COUNTY, ARKANSAS arT
WHITE-DATERS & ASSOCIATES, INC.
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201