HomeMy WebLinkAboutS-1458 Map 1N 74°52'05" E
25.11'
4
S 88013'18" E
0.82'
SET 1/2"
REBAR
W/CAP
1/2" REBAR
FOUND
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26' DRAINAGE AND UTILITY EASEMENT
DEDICATED THIS PLAT
SOUTH FILMORE STREET - R/W VARIES
S 00027'57" W 573.92'
25' BUILDING LINE
LOT 1
3.212 ACRES ±
DEDICA T,
SS -099 *22'S0"
-� 173.6
S 0
9" W
288. 6
24'05 W
" S 02"17'19" W 74,27'
„ S 01 44'02" E 97.73'
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P.O.B. R/W
DEDICATION
1/2" REBAR
FOUND
UAT
Na°yg•.E-1_6
S 46014'28" W
28.66'-CHORD
4�
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0
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N 00025'15" E
546.76'
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COLEMAN CREEK DRA114AGE RIGHT-OF-WAY DESCRIPTION
RIGHT-OF-WAY DEDICATION DESCRIPTION
co
° to
Part of the Northeast 1/4 of the Southwest 1/4 of the Southwest 1/4, Section 6,
Part of the Northeast 1/4 of the Southwest 114 of the Southwest 1/4, Section 6,
/U
Township 1 North, Range 12 West, Little Rock, Pulaski County, Arkansas, being
follows:
Township 1 North, Range 12 West, Little Rock, Pulaski County, Arkansas, being
more particularly described as follows:
ZQO
more particularly described as
Commencing at a found 1,2 inch rebar at the Southeast comer of said NE 114, SW
Commencing at a found 1/2 inch rebar at the Southeast corner of said NE 1/4,
114, SW 1/4; thence North 01 °20'35" East 29.27 feet to a found 1/2 inch rebar on the
SW 1/4, SW 1/4 thence North 01 020'35" East 29.27 feet to a found 112 inch
North right-of-way line of West 10t" Street; thence along the North right-of-way line of
West I& Street, North 87'59'01" West 330.13 feet to a set 112 inch rebar and the
rebar on the North right-of-way line of West 101b Street and the POINT OF
BEGINNING; thence along the North right-of-way line of West 10 h Street, North
POINT OF BEGINNING; ttience continuing along the North right-of-way line of West
87°59'01" West 45.56 feet to a set 1/2 inch rebar and cap on the proposed West
10`° Street. North 87°59'0'"West 39.31 feet to a found chiseled hole in the headwall
right-of-way line of South Filmore Street; thence along said proposed right-of-way
over Coleman Creek, twice North 00'25'15" East 384.48 feet to a set 1/2 inch rebar
line on a curve to the left, having a radius of 20.00 feet, an arc distance of 31.96
and cap; thence North 19`1013" East 98.07 feet to a set 1/2 inch rebar and cap;
feet and a chord bearing and distance of North 46°14'28" East 28.66 feet to a set
thence North 55'13'19' Est 71.42 feet to a set 1/2 inch rebar and cap; thence North
1/2 inch rebar and cap , thence continuing along said proposed right-of-way line
53°16'51" East 42.51 feet :o a set 1/2 inch rebar and cap; thence North 41 °09'OS"
North 00027'57" East 545.96 feet to a set 112 inch rebar and cap on the Southerly
East 19.45 feet to a set 1/2 inch rebar and cap on the Southerly right-of-way line of
right-of-way line of Interstate Highway No. 630; thence along said right-of-way
Interstate Highway No. 631); thence along said right-of-way line North 85'19'57" East
line South 88013'18" East 0.82 feet; thence continuing along said right-of-way
26.18 feet to a set 1/2 incli rebar and cap; thence continuing along said right-of-way
line North 74052'05" East 25.11 feet to a point on the existing centerline of South
line South 88°13'18" East 80.55 feet to a set 1/2 inch rebar and cap; thence South
Filmore Street; thence along said centerline South 00027'57" West 573.92 feet to
MON. W /BRASS
40017'33" West 48.03 feetto a set 1/2 inch rebar and cap; thence South 43°48'09"
the POINT OF BEGINNING, containing 0.329 acres, more or less.
CAP FOUND
West 31.86 feet to a set lit inch rebar and cap; thence South 60°37'40" West 48.57
feet to a set 1/2 inch rebar and cap; thence South 57°29'36" West 60.21 feet to a set
112 inch rebar and cap; thence South 16°42'03" West 65.10 feet to a set 112 inch
rebar and cap; thence SOLth 00°39'31" East 111.22 feet to a set 112 inch rebar and
cap; thence South 01'11'17" West 48.59 feet to a set 112 inch rebar and cap; thence
South 04°07'08" West 46.67 feet to a set 1/2 inch rebar and cap; thence South
08°31'59" West 44.63 feet to a set 112 inch rebar and cap; thence South 10'41'42"
West 94.93 feet to a set 1.2 inch rebar and cap; thence South 22°54'34" West 40.14
feet to the POINT OF BEGINNING, containing 1.047 acres, more or less.
PROPERTY DESCRIPTION
ISET 1/2"-1 \
REBAR
W/CAP
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1/2" REBAR FD.
`SE CORNER
f/ NE 1/4, SW 1/4, SW 1/4,
SECTION 6, T-1-N, R-12-W
29.97 5" E
9.97'
N 0
87'59'01" W
45. 6'
R/W CURVE DATA
P.O.B.
H
W
W
F_
W
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0
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W
91
n
.I
a
N
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°%`s
a
HOLE IN WALL
r4 FOUND
Part of the Northeast 1/4 of the Southwest 114 of the Southwest 1/4, Section 6,
Township 1 North, Range 12 West, Little Rock, Pulaski County, Arkansas, being
more particularly described as follows:
Commencing at a found 112 inch rebar at the Southeast corner of said NE 1/4,
SW 114, SW 1/4; thence North 01 °20'35" East 29.27 feet to a found 1/2 inch
rebar on the North right-of-way line of West 10`h Street; thence along the North
h
t a set 1/2
4 .56 feet o
1 Street, North 87 °59'01" West 5
line of West 0 t right-of-way
inch rebar and cap on the proposed West right-of-way line of South Filmore
.StrEat and the POINT OF BEGINNING, thence continuing along the North right-
of-way line of West 10' Street, North 87°59'01" West 323.88 feet to a found
chiseled hole in the headwall over Coleman Creek; thence North 0002515" East
54676 feet to a found 1/2 inch rebar on the Southerly right-of-way line of
Intestate Highway No. 630; thence along said right-of-way line North 85019'57"
East 163.18 feet to a set 1/2 inch rebar and cap; thence continuing along said
right-of-way line South 88'13'18" East 182.25 feet to a set 112 inch rebar and cap
on tie proposed West right-of-way line of South Filmore Street; thence along
said proposed right-of-way line South 00°27'57" West 545.96 feet; thence
continuing along said proposed right-of-way line on a curve to the right having a
radius of 20.00 feet, an arc distance of 31.96 feet and a chord bearing and
distance of South 46°14'28" West 28.66 feet to the POINT OF BEGINNING,
containing 4.439 acres, more or less.
FINAL PLAT OF FAIR PARK STORAGE
SUBDIVISION, BEING A PART OF THE
NE 1/4, SW 1/4, SW 1/4, SECTION 6, TOWNSHIP 1 NORTH,
RANGE 12 WEST, LITTLE ROCK, PULASKI COUNTY, ARKANSAS
91°33'02"
T=
20.55'
R=
20.00'
L=
31.96'
CERTIFICATE OF SURVEYING ACCURACY
GREGORY T. SULLIVAN 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 ith.
0/3a
Date of Execution Gregory . Sullivan
Registered Professional
Land Surveyor
No. 1096
Arkansas
.wm
I
�'A
a
I t5n9
CERTIFICATE OF OWNER
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.
4 a Ci), fl / %'f141
D to of Execution Name 3Wev M. Thom L.P.
Address 2300 Country Club Lane
Little Rock AR 72207
Source of Title: D.R. Bock 1115 Pape 591
Date f Execution
Name Phlip H Thom Trustee
Address 3123 Kennedy Dr. #305
Salt Lake Citv. UT 84108
Source of Title: D.R.
Book 1115 Page 591
'
1
C
G
Date of Execution
Name Ronald H. Thom
Address21740 Whitewood Dr.
Steamboat Sprinas, CO 80487
Source of Title: D.R.
Book 1115, Pape 591
,s4
Date of Execution
Name AA na Fair Park Storage,
Limited Partnership
Address 15400 Knoll Trail Ste. 106-LB42
Dallas, TX 75248
Source of Title: D.R.
2004064484, 2004064485,
2004064486
STATE PLANE COORDINATES
#
NORTHING
EASTING
1
149326.6770
1211162.3383
2
149338.0726
1210838.6591
3
149884.8193
1210842.6749
4
1 49 89 8.09 78
121 1005.3137
5
149892.4419
1211187.4801 I
6
149346.5020
1211183.0414 j
GENERAL NOTES
1. BASIS OF BEARINGS - STATE PLANE
COORDINATES.
2. 1/2" IRON PINS W/CAP SET AT ALL
CORNERS UNLESS NOTED OTHERWISE.
3. ERROR OF CLOSURE EXCEEDS - 1:50,000
4. THE COLEMAN CREEK DRAINAGE R/W DEDICATION
LIES ALONG THE COLEMAN CREEK FLOODWAY.
FINAL
PLAT OF LOTS 1&
2 FAIR
PARK
STORAGE
SUBDIVISION,
LITTLE
ROCK,
ARKANSAS
I
VICINITY MAP
N.T.S.
CERTIFICATE OF ENGINEERING ACCURACY
I, BRIAN L. VINES 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 co ed with.
Date of Execution Brian L. Vine -
Registered Professional
Engineer No. 9418
Arkansas
CERTIFICA
TE OF FINAL APPROVAL
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 rules and regulations
�1 lc)c
Date of Execution L.R. Plan ' g
Commission
CERTIFICATE OF RECORDING
This document, umberfiled for recvd
-ILin Plat Book , Page
(Signed) CA"(i_YN 6-TAL eY, 0Ircuit Ikaunty Cleric
Clerk
CI'R°c"U
Tom, ti" 's J..�'�'' G'RIVAL
i
PLAT
-` As By: Signed
A 1 Q
DATE:-. .
30 15 0 30 60
1"=30'
Thompson Engineering
a TCO company
10 SWMeford Plaza Phone 501.868.8820
LitheRock AR?22ll Fax501.868.4886
``µitturrr'l
.o`�'GISTE ,d
.-**STATE OF'-.
ARKt#&A3 '.
-NO 109 i
�• SIeNATUB
LA��.i`
rrrnnlit,
�r 1
SHEET
DATE 6/23/04
PROJ 03-4110-0012
NO. I DATE
REVISION
BY IAPVD