HomeMy WebLinkAboutS-0024-CC Map 1Garrett Glen Lots 32?34
Part of the SE1/4 SE1/4, Section 30, T-2-11, R-13-W, Pulaski County,
Arkansas, more particularly described as follows: Beginning at the
southwest corner of Lot 35, Garrett Glen Addition to the City of
Little Rock,; thence N69'13'00"E along the south line of said
Lot 35, 131.83 ft. to the southeast corner of said Lot 35, being
also a point on the west right-of-way line of Huntleigh Court;
thence southeasterly along said west right-of-way following the arc
of a 245.28 ft. radius curve to the left, having a chord bearing
and distance of S36'38'57"E, 134.96 ft; thence S5736'52"E and
continuing along said west right-of-way 108.86 ft; thence
S3720'05'W, 125.25 ft.; thence N49'21'40"W, 90.14 ft.; thence
N46'59'47W, 105.74 ft.; thence N35'27'31"W, 118,29 ft. to the
southwest corner of said Lot 35, being the point of beginning
containing 0.78 acres more or less.
Garrett Glen Lot 68 - 71
Part of the SE1/4, SE1/4, Section 30, T-2-N, R-1-W, Pulaski County
Arkansas; more particularly described as follows: Commencing at
the south east corner of Lot 45 Garrett Glen addition to the city
of Little Rock, being a point on the North right-of-way line
Westport Loop Street; thence N8731'15"E along said right-of-way
5.70 ft; thence ST05'31"E, 50.00 ft. to a point on the South
right-of-way line said Westport Loop Street; thence 982'31'15"W
continuing along said south right-of-way 35.12 ft, to the point of
beginning; thence S730'28"E, 85.03 ft.; thence S79°21'247E,
73.19 ft.; S50'27'07'E, 168.72 ft.; thence S39'14'11"W, 134.27 ft.
to a point on the East right-of-way line Huntleigh Court; thence
continuing along said right-of-way following the arc of 597.96 ft.
radius curve the right having a chord bearing and distance of
N50!59'15"W, 19,79 ft.; thence N52'25'22"W along said
East right =of -way 190.45 ft.; thence continuing along said east right-of-way
following the arc a 195.37 ft. radius curve to the right having a
chord bearing and distance of N2934'17"W,
161.46 ft.; thence continuing along said East right-of-way
following the arc of a 25.00 ft. radius curve to the right having
a chord bearing and distance of N39'00'59"E for 34.12 ft. to a
,point on the South right-of-way line said Westport Loop Str`eet;
thence continuing along said South right-of-way line N8273634"E,
94.66 ft. to the point of beginning containing 1.04 acres more or
less.
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N 161190.06
E 1182291.01
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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
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
ROCK SUBDIVISION RULES AND REGULATIONS .
ESTATE IN ACCORDANCE� S WJ� THIS LA
4,
HAVE BEEN COMPLIED WITH.
3-6 - q(, /'�
)CA&v�ASSOC.
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DATE OF EXECUTION A.(S�. ROSEN
DATE OF EXECUTION JOE D. WHITE
I
D.R. 621 PAGE 23.3
REGISTERED LAND SURVEYOR
ADDRESS
NO. 534, ARKANSAS
INSTRUMENT N0.
CERTIFICATE OF ENGINEERING ACCURACY
CERTIFICATE OE FINAL APPROVAL
I, TIMOTHY E. DATERS, HEREBY CERTIFY
PURSUANT TO THE LITTLE ROCK SUBDIVISION
THAT THIS PLAT CORRECTLY REPRESENTS A
RULES AND REGULATIONS, AND ALL OF THE
PLAN MADE BY ME, AND THAT THE
CONDITIONS OF APPROVAL HAVING BEEN
ENGINEERING REQUIREMENTS OF THE LITTLE
COMPLETED, THIS DOCUMENT IS HEREBY
ROCK SUBDIVISION RULES AND REGULATIONS
ACCEPTED. THIS CERTIFICATE IS HEREBY
HAVE BEEN COMPLIED WITH.
EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
/�
35 96
• DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
DATE OF EXECUTION LITTLE ROCK PLANNING
ENGINEER NO. 5033, ARKANSAS
COMM SS
CERTIFICATE OF
RECORDING
Iti _
'
THIS DOCUUFNT NUMBER-�
FILED
Area Lots 32-34 = 33808 sq ft. RECORD 19 IN PLAT BOOK_.
.78 Acres PAGE -
Area Lots 68-71 = 45317 sq ft.'
04 Au
GENERAL NOTES:
1. 1/2" IRON PINS WERE SET Al ALL LOT CORNERS
2. ALL EASEMENTS SHOWN - - ARE TO BE USED
FOR DRAINAGE AND/OR UTILITIES.
3. LOTS WITH ROUNDED CORNERS ARE
82°31'15"E S OCAION
45BOOK E, PG 466 OF LOT LIINEANDNOT POINTS ON
5,70ft CURVE.
�7 C;1 N 161403.10 4. DISTANCES SHOWN ALONG CURVES ARE
Pp'NNCEN� E 1182592.99 CHORD DISTANCES.
COj,�ME N 161402.36
E 1182587.34 5. RADII AT INTERSECTIONS OF STREET
F ST P OF
1 / 507.5'31"E RIGHTS OF WAY ARE 25'
W_ I \ P.O.B. 50.00ft 6 ERROR OF CLOSURE LOTS 32-34 1:20047
ERROR OF CLOSURE LOTS 68 71 1.480 500
L00P - '
N 161348.91
E 1182564.34 , N 161353.48
94 66f t E 1182599.16
10134 E
116.67ft o S82'31'15"W
_-- 4 35.12ft
N 161310.0
E 1182449. 1003
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LD 134.9 6'
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1182575.45
993014 14 s� 79'21 '24'r� 73 1 ft
BOOK E, PG 466 6 °' A easement
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GRAPHIC SCAEE
R25.00'
CDN39000'59" E
LC34.12'
R 195.37'
CDN28034'17"W�
LC 161.46' \
CD
N 161336.57
E 1182470.49
N 161251.09
E 1182647.38
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E 1182692.55
R579.96'
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LC 19.79ft
PLAN OF LOTS 32-34 o Cod. - 7 0
(39
AN ADDMON TO THE CO I Y OF
L � T T LAC G�Oo CKD A�x"ANSAS
PART of THE SSE U49 SE U4, SC MON 30
N 161143,66
E 1182777.48
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0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
V3 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 I N1 Al P�ti.WyT
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