HomeMy WebLinkAboutS-0722-I Map 7CERTIFICATE OF SURVEYING ACCURACY.
CERTIFICATE OF OWNER
2
e
n
"'Oft
S97'36'30"E 329.60' _
LJ
70.00'
-------
65.00' 10
----
65.00' co
65,00'
- -
64.60'
- -
EASEMENT
EASEMENT
1
CD
0 0
CD
N 1
23
24 U
25 �
26 0
M
i
r7
N
15,
iv
z
25'building line
15'building line 5
15'buildiny line
70.00'
-—65.00'- -
-
0.85'
--
-64 .15' -
I 67.24'
0
0
N
w
o0
� 2
M
N
N
N
z
Na/-Jb'JU W /U.UU' \SO2'23'30"W 5.00' .101 JUJU E ljY.ij
CHERRY LAUREL DRIVE
_ /S02'23'30"W 5.00'
70.00' S87'36'30'E 194.15'
_--65.00'-- --65.00'_ _ _4.1
15'building line — — — — — — —
i5'bw-'Bing itne
1 �Io 13 SI 14 al 15 0
N N N N
BLOCK 4
I EASEMENT
70.00' - - - - 6 00' - - - 65.00' �`6 Ob - -
18 N87'36'30"W 335.58'
79 80
� 81 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
3aU L/ , ..
NE CORNER, N1/2,
SW1 /4, 'NW1 /4,
SECTION 9, T-1-N,
R-13-W
l
O
m
CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD
C1 183.67ft 13'12'13" 1363.10ft 142.02ft N84'17'25"E 183.49ft
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 !JOE D. WHITE
REGISTERED LAND SURVEYOR
NO. 534, ARKANSAS
CERTIFICATE OF ENGINEERING ACCURACY
I, TIMOTHY E. CATERS, HEREBY CERTIFY
THAT THIS PLAT CORRECTLY REPRESENTS A
PLAN MADE BY ME, AND THAT THE
ENGINEERING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPLIED WITH.
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.
DATE OF EXECUTION
(
INSTRUMENT NO
PAGE
ADDRESS
CERTIFICATE OF FINAL APPROVAL
t
PURSUANT TO THE LITTLE ROCK SUBDIVISION
RULES AND REGULATIONS, AND ALL OF THE
CONDITIONS OF APPROVAL HAVING BEEN
COMPLETED, THIS DOCUMENT IS HEREBY
ACCEPTED. THIS CERTIFICATE IS HEREBY
EXECUTED UNDER THE AUTHORITY OF SAID
POLES 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 FILEDs FOR.;;.
RECORD 19 IN PLAT BOOK,•
PAGE
50 0 100
GRAPHIC SCALE IN FEET
SCALE: 1" = 50'
' 17' 24 E 10' 12' IL
68.36'
SIGN EASEMENT Legal Description
GENERAL NOTES:
Block 1, Lots 1 & 23-26 1. IRON PINS WERE SET AT ALL LOT CORNERS
16 o 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: 2. ALL EASEMENTS SHOWN ARE TO BE USED
N FOR DRAINAGE AND/OR UTILITIES.
3 Beginning at the Southeast corner of Lot 2, Block 1, Cherry Creek,
an Addition to the City of Little Rock, Arkansas, said corner lying 3. LOTS WITH ROUNDED CORNERS ARE
on the North right-of-way line of Cherry Laurel Drive; thence MEASURED TO A POINT OF INTERSECTION
OF LOT LINES AND NOT POINTS ON A
o NO2'23'30"E along the East line of said Lot 2, 120.00 ft. to the CURVE.
_ _ - _ - Northeast corner of said Lot 2, said corner lying on the North line
70 of N 1/2, SW 1/4, NW 1/4, said Section 9; thence SST36'30"E along 4. DISTANCES SHOWN ALONG CURVES ARE
15 CHORDS.
said North line, 329.67 ft. to the Northeast corner of said N 1/2.
J SW 1/4, NW 1/4; thence S01'14'15"E along East line of said N 1/2, 5. RADII AT INTERSECTIONS OF STREET
SW 1/4, NW 1/4, 108.00 ft. to a point on the North right-of-way RIGHTS OF WAY ARE 25'
line of Cherry Laurel Drive; thence Westerly along said North 6. ERROR OF CLOSURE: .78/10,000' BLOCK 1, LOTS 1 & 23-26
/ right-of-way line, being the arc of a 328.10 ft. radius curve to .74/10,000' BLOCK 4, LOTS 1 & 13-16
the right, having a chord bearing and distance of SBF27'190W,
67.92 ft.; thence Westerly and continuing along said North right- 7. PAGIS MARKERS WERE SET AS SHOWN.
of -way line the following bearings and distances; N87*36'30"W,
194.15 ft.; S02'23'30"W, 5.00 ft. and N8736'30"W, 70.00 ft. to the
point of beginning, containing 0.8775 Acre more or less.
AND
Block 4 Lot 1 and Lots 13-16 ice"
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 4, Cherry Creek,
an Addition to the City of Little Rock, Arkansas; thence
N0723'36"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; Plot of Lots 1 & 23 — 26, BLOCK 1, and Lots 1 & 13 - 16, BLOCK 4
S87'36'30"E, 70.00 ft.; S02'23'30"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 388.10 ft. radius curve to the
KANIS RD. having a chord bearing and distance of N8T17'2$E, 69.10 5.4 to CHERRY CREEK
to a point on the East line of the N 1/2, SW 1/4, NW 1/4, said
Section 9; thence S1'14'15"W along said East line, 126.20 ft.;
THIS PROJECT
thence N8736'30W, 335.58 ft. to the point of beginning,7T
CHERRY CREEK containing 0.9316 Acre more or less. An Addition to the City of
L PHASE 6
3 Little Rock, Arkansas
I
8,�
17I16 PART OF THE N1/2, SW1/4, NW1/4, SECTION 9, T-1-N, R-13-W,
PULASKI COUNTY, ARKANSAS
VICINITY MAP
NOT TO SCALE
WHITE-DATERS & ASSOCIATES, INC.
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201