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Garrett 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
S3720'08"W, 125.25 ft.; thence N49'21'40"W, 90.14 ft.; thence
N46'59'47"W, 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 NBZ31'15"E along said right-of-way
5.70 ft; thence S705'31"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 S79'21'24"E,
73.19 ft.; S5927'07'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
N5(759'15"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 Sheet;
thence continuing along said South right-of-way line N82'3734"E,
94,66 ft. to the point of beginning containing 1.04 acres more or
less
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 E3Y 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 REA�L� 7�
SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANC,E�WI THIISLAT.
ROCK SUBDIVISION RULES AND REGULATIONS �!
HAVE BEEN COMPLIED WITH.
_ DATE OF EXECUTION A.S. ROSEN & ASSOC.
DATE OF EXECUTION JOE D. WHITE D.R. 621 PAGE 233
REGISTERED LAND SURVEYOR ADDRESS
NO, 534, ARKANSAS
INSTRUMENT NO. _
CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF 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.
3/s�9 6 e
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING
ENGINEER NO. 5033, ARKANSAS COMM SSION
CERTIFICATE OF RECORDING
c
1} •• 'n4Y,
THIS DOCU NT, NUMBE ° b _ v'�FILED
Area Lots 32-34 = 33808 sq ft. RECORD 19 IN PLAT BOOK_ -4
.78 Acres PAGE
Area Lots 68-71 = 45317 sq ft.
1.04 Acres
--- GENERAL NOTES-
1. -1/2" 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
82031'15"E OFLOT LINES ANDNOT POINTS ONA
AO OCION
45BOOK E. PG 466 5.70ft CURVE.
/ N 161403.10 4. DISTANCES SHOWN ALONG CURVES ARE
COM�NCMEN �•L• E 1182592.99 CHORD DISTANCES.
N 1614402.36
8258
E 1182587.34 5. RADII AT INTERSECTIONS OF STREET
ST P O RT S07'5'31"E RIGHTS OF WAY ARE 25'
WP.O.B. -�50.00ft 6. ERROR OF CLOSURE LOTS 32-34: 1:20047
LOOP
O O ^lU ERROR OF CLOSURE LOTS 68-71: 1:480,500
N 161348.91
E 1182564.34 N 161353.48
3a'34" E
94.66ft E 1182599.16
Ln
7
116.67ft S82*31'15"W
-- 4 35.12ft
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N 161264.61
1182575.45
S79'21 '24"E 73.19 -
35
BOOK E, PG 466 �� / easementCID
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E 1182494.82 Xx s� \
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N 161093.71 81°58' FF-472.0 �/
E 1182359.63
G A R A G N 161062.466
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N 161021.59
E 1182436,96
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N 160962.88
E 1182505.36
GRAPHIC SCALL
R25.00'
CDN39"00'59" E
LC34.12'
R 195.37'
CDN28934'17W
LC161.46'
R245.28'
CDS36038'57" E
LD134.961
60
N 161336.57
E 1182470.49
N 161310.0
E 1182449. 1 �.
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90'30'1
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N 161251.09
E 1182647.38
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9012' 44' .04
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N 161052.12
E 1182677.17 8ff
161039.66
.� O l N E 1182692.55
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R579.96'
CDN5(759'15"W
LC 19.79ft
PLAT OF LOTS 32-34 o 6 o o7 0
AN QDDMON TO THE C ffY OIL
U` TLE GIoa, QG�vRANSQS
PE"QG3T Off THE SCE U49 SE U4, SEMON 300
N 161143.66
E 1182777.48
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CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201
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