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Welhour Flake Co.
Eastport Commercial Park
Lot 001
James A. 8
Helen M. Pate
River Subdivision
Lot 001
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Curve Data - Curve No. 2
Radius. 120.24'
Chord. 158.47'
Arc Length: 173.01'
Delta. 82926'36"
Tangent: 105.34'
MGM P"s.
Eastport Commercial Park
Lot 002
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S 01028'30" W
131 73'
R W
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NE Comer, SW 114, NE 1/4
Sec. 16, T-1-N, R-11-W
N 89°30'47' W
44 0'
20 R 10' Sewer Ease.
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Bldg. Line
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45.0,
Water Ease Lot 2A
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0.82 Acres
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Walhour-Flake Co 0 25 50 100
Eastport Commercial Park
Lot 003
50'
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Fouche Dam Pike
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176.57' S 01 "28'30" W
ti �S
.2 �S, 5' Water Ease
IPs a 176.
Hwy Marker
10' Sewer Ease.
i:I Lot 2B
0.96 Acres
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25' Bldg. Line
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S 01028'30' W
60.0), S7an
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10' Sewer Lase. Hwy Marker
Lot 2C
1.18 Acres
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150
5' Water Ease I 25' Bldg. Line
t1.74- 17804. it
N8°ggr5g"E 5' Water Ease
85.00. /
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DESIGN, INC
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Vicinity Map
Not To Scale
CERTIFICATE OF PRELIMINARY
PLAT APPROVAL__
All requirements of the Lee Ruck Subdivision
Rules and Regulation, relabve tp the preparabon
and submdbl M a preliminary plat Gazing been
fulfilled approval of this olat is hereby granted
subject to rurater proyisl°n, of said rules and
regulations This certificate shelf expire
San
,Signed
Dare of Execution Name,
L R Planning
Commission
/'�'< f� 1 V y^^
fill
CERTIFICATE OF PRELIMINARY
`iAS
E.i-ANEERIrI'._.. LPAi
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_Heby
'- YVM,,ere
1:EG�'3i7BRE3
certify in t t s plat con ny epre
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F �III
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e plan made by me add that a pi wren g
p)R a�
r,quuemerlts of the, Little Rock Subdmslon
Rules and Regulatrons haw been complied
.1h
No
Sgned. p
S�2t�9
`^• _` j/ j h'� �..
Clete of E. ban Name Reglsterao
.....,..s-r!
Engineer
No 4118 AMan".
ive-
Curve Data - Curve No. 1
-
- _.-
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Radius. 361.B0'
Greater Charity Church
Jams A.B
Chord: 221.22'
of Faith
I
Helen M. Pate
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Am Length: 224.82'
River Subdivision
Lot 005
Berendsen PMC. Inc
--
Delta. 35°36'11'
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I River Subdivision
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Tangent 116.11"
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Lot 006
Lot 2A
Commenting at the NE Comer, SW 1/4, NE 114, Section 16. T-1-N, R-11-W.
thence North 89"30'47" West, a distance of 45,00 feet to a point on the West
ROW line of Fouche Dam Pike; thence North 01°28'30" East, a distance of 131 73
feet to the Point of Beginning; thence South 01 °26'30" West, a distance of
176.57 feet; thence North 68°23'48" West, a distance of 226.24 feet; thence
North 08"58'58" East, a distance of 72.14 feet to a point on a curve concave
to the southeast having a radius of 120.24 feet and a central angle of 82°26'33"
and being subtended by a chord which bears North 50*12'15' East 158.47 feet;
thence northemly, northeasterly and easterly along Bald curve, a distance of
173.01 feet; thence South 68°34'29" East, a distance of 97.64 feet to the Point
of Beginning. Containing 0,82 ACRES, more or less.
Lot 2B
Commencing at the NE Comer, SW 1/4, NE 1/4, Section 16, T-1-N, R-11-W. thence
North 89°30'47" West, a distance of 45.00 feet to a point on the West ROW line
of Fouche Dam Pikerthence South 01 °28'30- West, a distance of 44.84 feet to the
Point of Beginning; thence South 01'28'30' West, a distance of 176.57 feet;
thence North 88°23'48" West, a distance of 249.50 feet; thence North 08°58'58"
East, a distance of 178.04 feet; thence South 88'23'48" East, a distance of
226.24 feet to the Point of Beginning. Containing 0.96 ACRES, more or less.
GENERAL NOTES
1- All building lines are a minumum of 25 feet from property lines unless otherwise noted.
2. Al easements shown to be used for utilities and/or drainage are to be 10 feet in width
unless otherwise indicated.
3- all lots having curved boundary lines are measured using chord distances.
4. At lot comers, angle points and points of curvature are marked by means of iron pins.
Closure Statement closure better than 1" in 10000'
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Lot 2C a�
Commencing at the NE Comer, SW 114, NE 114, Section 16, T-1-N. R-11-W,
thence North 89°30'47" West, a distance of 45.00 feet to a point on the
West ROW line of Fouche Dam Pike;thence South 01'28'30" West, a distance
of 221.41 feet to the Point of Beginning; thence South 01 °28'30" West,
a distance of 60.00 feet; thence South 19°37'27" West, a distance of
80.25 feet: thence South 68'17'19" West, a distance of 363.64 feet;
thence South 58°38'43" West, a distance of 2,35 feet to Point on a
curve concave to the northwesth wing a radius of 361.80 feet and a central
angle of 35"36'09" and being subtended by a chord which bears North 28°32'09"
East 221.22 feel; thence northeasterly and northamly along said curve.
a distance of 224.82 feet to a point thence North 08°58'58" East, a distance
of 85.00 feet; thence South 8l23'48" East, a distance of 249.50 feet to
the Point of Beginning. Containing 1.18 ACRES, more or less.
S 58°38'43" W
2,35'
Hwy Marker
CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
I fillikinR. OMM hereby cenlfy that thus
par correctly represents a boundary survey made
or verlfied by, Mat all curveting ner o emenrs
of th. State of Arkansas and City of Lithe Rock
Subdlvrslon Rules and Regulabom have been
complied wah and a copy of ,aid boundary has
been duly filed for record in the offices of the
State Survey" and the Pulaski County Circuit
olerk r.mrder in Me last sewn (7) years
Dare M E+ecunon Name
Registered Profea,ional
Land Surveyor
Kb 1170
Arkansas
robs:
1. Owner of recnrdlStAdNidw.
JoMik Corporation
P.O. Box 447
Webber Fats, OK 74170
2. Data of survey Jan. 9. 1997 by Donald W_ Brooks
3. Source of Tiff: 98-015308
4. No Internal ImiaroYemerds, no street Improvemixrls ce drainage.
5 Source of sinter supply Pudic (LRWrY)
6. Source of wastewater disposal. Public LRW WU by Man Extension
7. Variances, waivers, or deferrals'.
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CIVIL
DESIGN
INCORPORATED
161N CANTRELL RD,
LITTLE ROCK. ARKANEAs 7UI2
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05/26/90 98-05 MOT
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