HomeMy WebLinkAboutS-1580-B Map 1POINT TABLE
POINT
NORTHING
EASTING
1
169273.38
1188629, 75
2
169277.16
1188715.93
3
169273.91
1188800.72
4
169253.83
1188795.76
5
16925285
1188821.04
6
16925261
1188832.11
7
169271.35
1188842,57
8
169271.79
118W7206
9
169101.11
1188837.29
10
169025.50
1188881.86
11
169038.85
118W98.82
12
169015.98 11188936.51
13
169031.42
1188943.61
14 1
168942,23 1
1189120.99
15
168653.93 1
1189110.84
16
168671.12
1188716.11
17
168791.05
1188719.99
18
168797.25
1188528.41
19
168957.85
1188533.60
20
169137,03
1188622.44
21 1
169137.28 1
1188626.43
W
1
END, 1/2'�
REBAR
LOT 3
PIEDMONT OFFICE
PARK SUBDIVISION
ASPHALT
PARKING
N 86° 19' 24" E 4.00'-\
1/2" REBAR
W/CAP SET
SET 'X'
IN CONC.
SOURCE OF TITLE
BOOK 1383, PAGE 51
QUONSET HUT
BLDG
L
PIEDMON
CONCRETE
END. PK
S 870 48' 100 E 84.85'
07
IFND. ROW
417T S 13' 52' 28" W 20.68'
II ASPHALT
4
S 870 47' 30' 25.
I LOT A
P MONT SUED.
T A-R
SYBDIVISION
I n
ROW
/ 100' BUILDING LINE
PART OF THE NE1/4, SEC. ///
20, T-2-N, R-13-W FND. 1/2'
76 ;1 =
--�-�° 19' 11•W /32.17 I I REBAR
PART OF LOT 1 I bA
ST. MICHAEL'S EPIS OPAL I ° `�
CHURCH ADDITI
1 /2" REBAR
W/CAP SET
I I
-10' ELECTRIC EASEMENT
yl 10'
I I
I I
I I
I
I
I
I
N 88° 08' 47" W 991,68, -
LOT 13
PIEDMONT SUED.
FLOOD PLAIN STATEMENT
NO PORTION OF THE PROPERTY SHOWN IS LOCATED
WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED
BY THE FLOOD INSURANCE RATE MAP, PANEL NO.
05119CO316G PUBLISHED BY THE FEDERAL EMERGENCY
MANAGEMENT AGENCY DATED JULY 6, 2015.
CANTRELL RD.
(AR HWY. NO. 10) R/W VARIES
N 89° 08' 01" E 29.50`1 ( FOUND 'X'
I IN CONC.
END. i/Y
N 290f11' 02"
/ \
REIRAR \ 4-
5 6 �T %
_S 8�
40' BUFFER
/ V
I , I FOUND
PK NAIL
I I�iI
ICI
I I I
E 56.00'
21.46' /
O FOUND IRON PM
` • SET IRON PIN
S75° S1' SET 'X" IN CONCRETE
30'WATER MAIN EASEMENT
INST. NO. 95-73499 ---
30' RECIPROCAL ACCESS
& UTILITY EASEMENT
�p N 240 41' 48" E 16.99'
\ r9j
s
1 FOR .
s
R4k t4
0
LOT 2
ST. EPISCOPAL CHURCH
A
CHURCH ADDITION
/624,
I I
FOUND ®
�4 4q
I
PK NAIL
g
�N 510 47' 29" E 21.5�'
LOT
1-R
ST.
MICHAEL'S
EPISCOPAL
CHURCH
/
ADDITION
ac/
PART OF LOT 1
ST.
MICHAEL'S EPISCOPAL
CHURCH ADDITION
/
/ 12' SANITARY SEWER EASEMENT
$
/ / INST. NO. 2008048746
/
/
SANITARY SEWER EASEMENT
INST.
NO. 80-01616 &
INST.
N0. 80-39055
I
I P4
\ \
33 13"
\ \ \ \
I
IP
rn)
z'
\ ,,
\
N27° Cr 20"E 12.63'
S85` 34551"E 165.87,V.
�__
ISANITARY SEWER EASEMENT
ILa��
ug
� INST. NO. 80-39054
N 870 44' 31" W 229.95' -
I
INI
LOT 14
_ _
12' N 87° 10' 34" W 165.2S
. -
PIEDMONT
SUBD.
t� IEGE�N��D�(EpXyISTING)
LINEWORK
EASEMENT
RIGHT OF WAY
PROPERTY LINE - -
ROAD CENTERLINE
GENERAL NOTES:
1. BASIS OF BEARINGS: AR STATE PLANE COORDINATES,
NORTH ZONE-301, AS DETERMINED BY GPS OBSERVATION.
2. VERTICAL DATUM: NAVD 88, AS DETERMINED BY GPS
OBSERVATION.
3, SUBJECT PROPERTY IS ZONED C-4.
4. PROPERTY MONUMENTS AS NOTED.
CERTIFICATE OF SURVEYING ACCURACY
GREGORY T. SULLIVAN , hereby certify that
I 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 Gregory Sullivan
Professional Land Surveyor
No. 1096
Arkansas
CERTIFICATE OF OWNER
13 We, the undersigned, owners of the real estate shown
o 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 NaYn, MARY SW WORTSMITH
Address 12417 CANTRELL ROAD
LITTLE ROCK, AR 72223
Source of Title: INST. NO. 83-40934 & BK 1383. PG 51
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.
Date of N T. R . LARRY R. BENFIELD
Execution EPISCOPAL DIOCESE OF ARKANSAS
Address 300 W. 17th STREET
LITTLE ROCK, AR 72206
Source of Title: INST. NO. 92-33922 & 93-43979
CERTIFICATE OF ENGINEERING ACCURACY
TRAVIS A. TOLLEY , 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 bee�n complied with.
Date of Execution Travis A. Tolley /' "
Registered ProfessionfaL
Engineer No. 14054
Arkansas
CERTIFICATEy 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 r�ulesy and regulations.
Date` of Execution L.R. Nanning
Commission
CERTIFICATE OF RECORDING
This document, number filed for record
20-, in Plat Book , Page
(Signed)
Clerk
PROPERTY DESCRIPTION
Lot 1-R St. Michael's Episcopal Church Addition and Lot A-R, Piedmont Subdivision, all in the City of Little Rock, Pulaski
County, Arkansas, being more particularly described as:
Lot 1 St. Michael's Episcopal Church Addition, Lot A, Piedmont Subdivision, and part of the NE 1/4 Section 20, Township 2
North, Range 13 West, Little Rock, Pulaski County, Arkansas, more particularly described as follows:
BEGINNING at the Northeast corner of Lot 13, Piedmont Subdivision; thence North 88°08'47" West 191.68 feet; thence
North 01e51'03" East 160.68 feet; thence North 26°22'22" East 121.86 feet; thence continuing
North 26°22'22" East 78.13 feet; thence North 86'19'24" East 4.00 feet; thence North 01 °23'47" East 136.15 feet to a point on the
Southerly right-of-way line of Cantrell Road (AR State Hwy No. 10); thence along said right-of-way
line, North 87029'19" East 86.26 feet; thence continuing along said right-of-way line, South 8704810" East 84.85 feet; thence
continuing along said right-of-way line, South 13°52'28" West 20.68 feet; thence continuing along said right-of-way
line, South 87°47'30" East 25.30 feet; thence continuing along said right-of-way line, South 88144'31" East 11.07 feet; thence
continuing along said right-of-way line, North 29'11'02" East 21.46 feet; thence continuing along said right-of-way
line, North 89°08'01" East 29.50 feet; thence South 13'26'12" West 175.48 feet; thence along a curve to the left having a radius
of 132.40 feet, an arc length of 92.86 feet, and a chord which beats South 33n46'39" East 90.97 feet; thence
North 51°47'29" East 21.58 feet; thence along a curve to the left having a radius of 170.74 feet, an are length of 44.20 feet, and a
chord which bears South 58°45' 16" East 44.08 feet; thence South 6398'27" East 198.54 feet; thence
South 02°00'53" West 288.48 feet; thence North 8710'34" West 165.23 feet; thence North 87°44'31" West 229.95 feet; thence
North 01°51'11" East 119.99 feet to the POINT OF BEGINNING, containing 5.475 acres, more or less.
�IIIIIIIIIIIIIIIINIIIIIII IIII IIII �I UI 2017045180
PRESENTED: 07-19-2017 M4325 AM RECORDED 07-18201709:4424AM
OWNER & SUBDIVIDER: In Official Records of Larry Crane CircutiCounty, Clerk
MARY SW WORTSMITH PULASKI CO, AR FEE$15,00
12417 CANTRELL ROAD
LITTLE ROCK, AR 72223
AND:
EPISCOPAL DIOCESE OF ARKANSAS
300 W. 17th STREET
LITTLE ROCK, AR 72206 ,As
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$T ATE. Op ,{, GAS'Tr+,�&
ARKA,N AS
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No.14054 t / O -
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GRAPHIC SCALE IN FEET
30' 0 30'
BASIS OF BEARING: GRID NORTH, ARKANSAS STATE
PLANE COORDINATE SYSTEM, NORTH ZONE (0301 J,
DETERMINED BY GPS OBSERVATIONS. APPROXIMATE
CONVERGENCE ANGLE IS, -000 14' 22.74692".
DISTANCES ARE STATE PLANE GRID DISTANCES.
COMBINED ADJUSTMENT FACTOR = 1,000029457.
10825 Financial Centre Parkway, SIT
Little Rock, Arkansas
Crafton Ti
O engineering I surveying
501.664.3245t 501,664.
O F www.craftonfiu
CERTIFICATE OF AUTHORIZATION: ' AC
_ CRAFTON, TUL
',_ ASSOCIATES, II
Ox No,109
=J
' 4R141VSAS EkC\\
FINAL PLAT OF LOT A -I
PIEDMONT SUBDIVISIOI
LOT 1-R, ST. MICHAEL'
EPISCOPAL CHURCH ADDI'
BEING A REPLAT OF LOT
PIEDMONT SUBDIVISION, I
ST. MICHAELIS EPISCOP
CHURCH ADDITION, AN
PART OF THE NE 1/4, OF SE
T-2-N, R-13-W, ALL IN THE
OF LITTLE ROCK, PULASKI
ARKANSAS
12417 CANTRELL ROAD
LITTLE ROCK, ARKANSAS
Key Man
1
}
7110 PLAT
r,U
(1�T. M eft. [rP P f RA d4 r..
n iT � pl Af -Fi
No. Description
This document, and the ideas and designs i.c.,porat
as an instrument of professional service, isthe proper
Crafton, Tull & Associates, Inc., and is not to be used,
or in part, for any other project, without the written
authorization of Crafton, Tull & Associates, Inc.
PROJECT NO: 17800900
ISSUE DATE 06.29.17
CONTACT: G. SULLIVAN
CHECKED BY:
f£ 2017 Crafton, Tull & Associates, Inc.
FINAL PLAT
igned
By:
DATE: ? l' I