HomeMy WebLinkAboutS-0969-J Map 3582-_0 _ L3 16 "E
SW CORNER
LOT 5, CHENAL
COMMERCIAL PARK
SP COORDINATES
PI /
NORTHING
EASTM
1
154413.66
1179878.21
2
154424.29
1180058.28
3
154278.63
1180089.36
4
154242.72
1180064.63
5
1 154238.79
117981&35
LOT 1 WELLING?ON CENTER AT CHENAL
OWNER: 15400 'HENAL LLC
CHENAL R
294'
/ �
I /
CERTIFICATE OF SURVEYING ACCURACY
I, JASON H. GI .AYHAM , hereby certifv that
this plat correctly represents a boundary survey made
or verified by me, cil monuments required actually exist
and are correctly sl-own hereon and that all surveying
requirements of the '_ittle Rock Subdivision Rules and
Regulations have been complied wit f
Doti of Execution J on . Grayham
'Professional Land Surveyor
No. 1667
Arkansas
40' ACCESS EASEMENT DESCRIPTION
88.85
PART OF THE NW1/4 OF SECTION 6, TOWNSHIP 1 NORTH, RANGE 13 WEST, IN THE CITY OF LITTLE.
ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF LOT 5, CHENAL COMMERCIAL PARK, (RECORDED IN PLAT
BOOK E, PAGE 425); THENCE S 82e03'16" E ALONG THE SOUTHERLY LINE OF THE SAID LOT 5 A
DISTANCE OF 88.85 FEET; THENCE S 19'46'21" W A DISTANCE OF 366.45 FEET; THENCE ALONG A
CURVE TO THE LEFT, HAVING A RADIUS OF 724.85 FEET AND A CHORD BEARING AND DISTANCE OF N
86°37'18" E, 180.38 FEET TO THE POINT OF BEGINNING; THENCE ALONG A CURVE TO THE LEFT,
7
HAVING A RADIUS OF 724.85 FEET AND A CHORD BEARING AND DISTANCE OF N 77053,35" E, 40.00
FEET; THENCE S 12°02'51" E A DISTANCE OF 180.14 FEET TO A POINT ON THE NORTH RIGHT OF WAY
C(7
LINE OF CHENAL PARKWAY; THENCE ALONG SAID RIGHT OF WAY, ALONG A CURVE TO THE RIGHT.
ty
HAVING A RADIUS OF 904.93 FEET AND A CHORD BEARING AND DISTANCE OF S 77e54'18" W, 40.00
FEET; THENCE LEAVING SAID RIGHT OF WAY, N 12°02'51" W A DISTANCE OF 180.13 FEET TO THE
(0
POINT OF BEGINNING, CONTAINING 7203.935 SO, FT. MORE OR LESS.
P.O.B.
SET 1/2 IF
REBAR
OWNER: CHENAL PARK CENTRE LLC
CHENAL PARK CENTRE II LLC
C
40' BLDG, SETBACK
C�
m�
LOT 2
0 41453.72 SO FT
0.95 ACRES
0
MINIMUM FINISHED FLOOR ELEV. 464.50
i
/
BLDG. SETBACK
FLO PLAIN
;;LU
TILITY EASEMENTC3ICATED THIS PLAT
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CERTIFICATE OF ENGINEERING ACCURACY
BRADLEY A. PETERSON , hereby certify that this
plot correctly represents a plan made by me, and that
the engineering requirements of the Little Rock Subdivision
Rules and Regulations have been complied with.
Date of Execution Bradl4zy,,A. Peterson
Registered Professional
Engineer No. 13217
Arkansas
CERTIFICATE 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.
�I �-q/-7
Date of Execution L.R. lilanning
Commission
FLOODWAY
LOT 2 DESCRIPTION
PART OF THE NW1/4 OF SECTION 6, TOWNSHIP 1 NORTH, RANGE 13 WEST, IN THE CITY OF LITTLE
ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF LOT 5, CHENAL COMMERCIAL PARK, (RECORDED IN PLAT 0
BOOK E, PAGE 425); THENCE S 82'0316" E ALONG THE SOUTHERLY LINE OF THE SAID LOT 5 A
DISTANCE OF 88.85 FEET; THENCE S 19046'21" W A DISTANCE OF 366.45 FEET TO THE POINT OF
BEGINNING; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 724.85 FEET AND A CHORD
BEARING AND DISTANCE OF N 86°37'18" E, 180.38 FEET; THENCE S 12e02'51" E A DISTANCE OF
148.95 FEET; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 30.00 FEET AND A CHORD
BEARING AND DISTANCE OF S 34033'58" W. 43.60 FEET TO A POINT ON THE NORTH RIGHT OF WAY
LINE OF CHENAL PARKWAY; THENCE ALONG SAID RIGHT OF WAY, ALONG A CURVE TO THE RIGHT,
HAVING A RADIUS OF 904.93 FEET AND A CHORD BEARING AND DISTANCE OF S 89005'49" W 249.31
FEET; THENCE LEAVING SAID RIGHT OF WAY N 19046'21" E A DISTANCE OF 185.83 FEET TO THE POINT
OF BEGINNING, CONTAINING 0.95 ACRES MORE OR LESS.
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REBAR
CHEN AL PARKWAY
R/W VARIES
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 Toy off,
plot
and
subdivide said
real estate in accordance with
this
plat.
Date
of
Execution
Name CHENAL PARK CENTRE LLC
Address PO BOX 22407
LITTLE ROCK, AR 72221
Source of Title: BOOK
2017, PAGE 045558
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.
/1 2z
Date of xecution Name CHENAL PARK CENTRE II LLC
Address PO BOX 22407
LITTLE ROCK AR 72221
Source of Title: BOOK 2017, PAGE 054539
CHENAL R/W
291' f
t,t..atu(ury:p,
#OR
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CERTIFICATE OF RECORDING
IIIINI 111111111®111 2017082491
PRESENTED 12-28-201709 552A RECORDED 12-2e-2017, 10W AM
In Official Records of Larry Crane CircuisfCounty Clerk
PULASKI CO. AR FEE $15.00
PROPOSED UTILITY
EASEMENTS DEDICATED
BY SEPARATE INSTRUMENT
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-2.
4, PROPERTY MONUMENTS AS NOTED.
5. PROPERTY SHOWN HEREON IS SUBJECT TO AN
EASEMENT AGREEMENT RECORDED AS INST. No.
99-009090, RECORDS OF PULASKI COUNTY, ARKANSAS.
SYMBM
FOUND IRON PIN
SET IRON PIN
SET "X" IN CONCRETE
`0 LEGEND (EXISTING)
EASEMENT -
RIGHT OF WAY
PROPERTY LINE
ROAD CENTERLINE
CURVE TABLE
CURVE /
LENGTH
RADIUS
DELTA
CHORD DIRECTION
CHORD LENGTH
C1
180.84'
724.85'
IV17'41"
N860 37' 18"E
180.38'
C2
48.81'
30,00'
93°13'36"
S340 3S 58'W
43.60'
C3
250.10'
904.93'
15°50'07"
S890 05' 49'W
249.31'
C4
40.01'
724.85'
3'09'44'
N77° 53' 35"E
40.00'
C5
40.00'
904AS
2°31'58"
1 S77° 54' 18"W
40.00'
"+ ONE .-r ra ra-.
VICINITY MAP SCALE N.T.S.
SITE INFORMATION:
1. DEVELOPER INFORMATION:
Chenol Park Centre, LLC
P.O. Box 22407
Little Rock, AR 72221
Phone: (501) 219-0919
Fax: (501) 219-0755
FLOOD PLAIN STATEMENT
A PORTION OF THE PROPERTY SHOWN HEREON IS
LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS
DESIGNATED BY THE FLOOD INSURANCE RATE MAPS,
PANEL NO. 05119CO341G, PUBLISHED BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY, DATED
JULY 6, 20151. THE PROPERTY SHOWN HEREON IS
IN ZONE AE AND ZONE X.
GRAPHIC SCALE IN FEET
20' 0 2 '
BASIS OF BEARING: GRID NORTH, ARKANSAS STATE
PLANE COORDINATE SYSTEM, NORTH ZONE (0301),
DETERMINED BY GPS OBSERVATIONS. APPROXIMATE
CONVERGENCE ANGLE IS, -000 IS 21.54783".
DISTANCES ARE STATE PLANE GRID DISTANCES.
COMBINED. ADJUSTMENT FACTOR = I.GCOC39347.
10e25 Financial Center Parkway, Suite 300
Little Rack, Arkansas 72211
Crafton Tull
0 engineering I surveYirg
501.664.32451 501,664.6704 f
www.croftoWL It com
CERTIFICATE Of AUT AOR17ATION:
GPti OF AUjyCC
CRAFTON. AL & _
ASSOCIATES, INC. I A
No. 109
E
FINAL PLAT OF LOT 2
CHENAL PARK CENTRE
1520OCHENAL PARKWAY
LITTLE ROCK, ARKANSAS
Key Pkn
No. Desalpno" Dme
This document, and the ideas and designs incorporated herein,
as an instrument of professional service, is the property of
Crafton, Tull & Associates, Inc., and Is not to be used, in whole
or in part, for any other project, without the written
authorization of (:-rafton, Tull & Associates, Inc.
PROJECT NO: 1580 5602
ISSUE DATE: 11 /2."/17
CONTACT: B. PEERSON
CHECKED BY:
,t 2015 Craton, Tull .=Associates, Inc.
FINAL s_1 AT
igned
BY:
DATE: