HomeMy WebLinkAboutS-1471-B Map 1B
AR STATE PLANE COORDINATES
PT.#
NORTHING
EASTING
1
155386 2972
1176982.7359
2
155395.6951
1176698.6913
3
155112. 3364
1176639.7318
4
155622.8220
1176C73.0945
5
155395 0741
1176932.9700
FLOOD PLAIN STATEMENT
NO PORTION OF THE PROPERTY SHOWN HEREON IS
LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS
DESIGNATED BY THE FLOOD INSURANCE RATE MAP,
PANEL NO. 0501810039F, PUBLISHED BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY, DATED
OCTOBER 19, 2001. ALL OF THE PROPERTY SHOWN
HEREON IS IN 70NE X.
4 - - -
5' SIDEWAlx EASEIIEM \ \ ?,)l
-_- -� 0 E DEDICATED 7HIS PUT S °-
100' Y� 75 56 50" ".
�P� EASEMENT -- OHE �- ����
_ E 3�8 06'
�OHE,
97
56 0"
\ - - - - - - 18007, � 93795,
oHE-
5' RIGHT-OF-WAY \ %ryc LOT 1 co j 9p - � � '_� S IS°56 � ` 5`/W F " ` 100' gpgL SASE 1 T
DEDICATED THIS PLAT r1A 0.945 ACRES � / / �� -� 50~ E 6j9.89 fC7W 0 U RAWWg7ER `
\ me ROC j L1� 20' `
ACCESS & UTILITY EASEMENT \ "J _ I o
/ DEDICATED THIS PLAT \�e' I -T \ <
5' Sa1EWALK EASEMENT O' 3D' i LY
97
DEDICATED THIS PUT •�rti Q� 15' UTILITY EASEMENT
Ac,
��DEDICATED THIS PLAT zOf
�� Z_S 280 34' 37" W 25.54' \ \I
\SZ ° _ J
�G S Ot° 31' 42" W 6.78'
cs C6 � � $ N 880 06' 18" W 284.20'
nB'71'43" 1 SE CORNED, W 1/Z SE LOT 2 SEC. M. 7-2-N, R-14-W
P.O.B.
25' UTILITY EASEMENT
DEDICATED
CERTIFICATE OF SURVEYING ACCURACY
1, 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 with.
s 22 J �7
Date of Execution Gregorf Sullivan
Registered Professional
Land Surveyor
No. 1096
Arkansas
U
CERTIFICATE OF OWNER
We,
the undersigned, owners of the real estate shown
0 o
and
described herein, do hereby certify that we have
s
laid
off, platted and sub ' ided, and do hereby lay off,
plat
and subdivide said re estate in acco rice with
?d
this
plat.
7-vq
2,f
m
Date
o Execution a m e John A. R s for Chenal Curve, LLC
Address 11719 Hinson Road, Suite 130
w
Little Rock, AR 72212
f
Instrument No. 2013012230
a'oa
n5a
\ r 3.042 ACRES
�i i
\`J
P O.B. ACCESS &
UTILITY EASEMENT
s SIDEWALK EASE]iDrT
\\ DEDICATED 710 PLAT
cyFN9` p \ �\
q,Q��9y
?S,
�� sF�gck
CERTIFICATE OF ENGINEERING ACCURACY
BRADLEY A. PETERSON , 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 complied with.
5/41/ILi
Date of Execution Bradle A. Peterson
Registered Professional
Engineer No. 13217
Arkansas
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 In b lay off,
plot and subdivide said estate in acco ce with
this plat.
yh I AV
Date of Execution N e John A Rees for Chenal Car Wash. LLC
Address 11719 Hinson Road, Suite 130
Little Rock, AR 72212
Instrument No. 2013026695
07 \
I
15' UTILITY EASEMENT
DEDICATED THIS PLAT
N
� 3
�Ihi
cD
in
-5 SIDEWAIX EASEIlENr
DEDICATED THIS PLAT
5' RIGHT-OF-WAY
DEDICATED THIS PLAT
P.O.B R/W
DEDICATION
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.
Date of Execution L.R. P nnin9
Commission.
880 06' 18" W 20.00'
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
CHORD DIRECTION
CHORD LENGTH
C1
498.48'
904.30'
31°34'59"
N610 05' 03"W
492.19'
C2
494 89'
899.30'
31031'48"
N610 02' 49"W
488 67'
C3
340.60'
904.30'
21034'49"
N340 30' 0VW
338.59'
C4
334.67'
899.30'
21019'21"
N340 37' 15"W
332.75'
C5
20.89'
874.30'
1 °22'09"
S430 22' 47"E
20.89'
C6
18.88'
70.00'
15027'22"
N780 56' 5YE
18 83'
C7
12.49'
50.00'
14018'31"
N640 03' 56"E
12 45'
C8
30.2P'
400.00'
4020'19"
N540 44' 31"E
30.28'
C9
10.64'
50.00'
12011'46"
N460 28' 28"E
10.62'
C10
146.56'
370.00'
22041'43"
N290 01' 44"E
145.60'
C11
132.20'
411.00'
18025'45"
S260 32' 01"W
131.63'
C12
52 46'
400.00'
7030'53"
S350 04' 56"W
52.43'
C13
63.21'
75.00'
4801719"
S80 46' 31"E
61.36'
C14
1 27.25' 1
100.00' 1
15°36'40"
S41° 47' 39"E
27.16'
2014029913 Received' 5/23/2014 1 32 34 PM
Recorded 05/23/2014 01 36 46 PM Filed &
Recorded in Official Records of Larry Crane,
PULASKI COUNTY CIRCUIT/COUNTY CLERK °,�,0 CS"• T;d✓" �.�''+'",
Fees $15 00
CERTIFICATE OF RECORDING 5,
This document, number filed for record a 4
<. .
in Plat Book , Page " j
A✓a ^J
,''2§seiNn
(Signed)
Clerk
t LEGEND (EXISTING)
I>iCIIa;2E�3
o
FOUND IRON PIN
EASEMENT
•
SET IRON PIN
•
SET PK NAIL
CURB
0
SET 'X' IN CONC.
12
:E
LIGHT POLE
INTERMEDIATE CONTOUR
o
POWER POLE
-
INDIX CONTOUR
----'' "o'- --
m
TELEPHONE PEDESTAL
0
TV PEDESTAL
SANITARY SEWER LINE
MANHOLE
G
GAS LINE
G
SANITARY SEWER CLEANOUT
_
W
GAS METER
WATER LINE (SPECIFY SIZES & TYPE)
I>4
GAS VALVE
UGT
--____�
STORM SEWER PIPE
UNDERGROUND TELEPHONE
-
Doww cur
U G E
Y((
UNDERGROUND ELECTRIC
[XI
WATER VALVE
OHE-
Y�
FIRE HYDRANT ASSEMBLY
OVERHEAD ELECTRIC
LEI
AIR RELEASE VALVE
UGTV
451
FIRE DEPARTMENT CONNECTION
UNDERGROUND TELEVISION
O
WATER METER
OHTV
OVERHEAD TELEVISION
®
SPRINKLER HEAD
m
ELECTRIC PEDESTAL
CHAIN LINK FENCE
WOOD FENCE
BARBED WIRE FENCE
FIBER OPTIC
RIGHT OF WAY
ROAD CENTERLINE
Part of the NW 1/4, NE 1/4 of Section 1, T-1-N, R-14-W, and part of the West 1/2, SE 1/4 of Section 36,
T-2-N, R-14-W, Little Rock, Pulaski County, Arkansas, being more particularly described as follows:
Commencing at the Southeast corner of said West 1/2, SE 1/4 of Section 36, T-2-N, R-14-W; thence
North 88'06'18" West 20.00 feet to the POINT OF BEGINNING; thence continuing North 88°0E'l8"
West 284.20 feet; thence South 01 148'42" West 283.40 feet to a point on the proposed Northerly
right-of-way line of Chenal Parkway; thence along said proposed right-of-way line, on a curve to the
right, having a radius of 899 30 feet, an arc length of 829 56 feet, and a chord bearing and distance of
North 50'23'09" West 800.46 feet, thence South 75°5650" East 937.95 feet; thence South 01'31'42"
West 8 78 feet to the POINT OF BEGINNING, containing 3 987 acres, more or less
RIGHT-OF-WAY DEDICATION DESCRIPTION
Part of the NW 1/4, NE 114 of Section 1, T-1-N, R-14-W, and part of the West 1/2, SE 1/4 of Section 36,
T-2-N, R-14-W, Little Rock, Pulaski County, Arkansas, being more particularly described as follows:
Commencing at the Southeast corner of said West 1/2, SE 1/4 of Section 36, T-2-N, R-14-W; thence
North 88'06' 18" West 304 20 feet, thence South 01 °48'42" West 283 40 feet to a point on the proposed
Northerly right-of-way line of Cbenal Parkway and the POINT OF BEGINNING, thence continuing
South 01'4842" West 5.10 feet to a point on the existing nght-of-way line of Chenal Parkway; thence
along said exsting ngbt-of-way line, on a curve to the right, having a radius of 904 30 feet, an are length
of 839.08 feet, and a chord bearing and distance of North 50'17'39" West 909.30 feet; thence South
75056150" East 6.33 feet to a point on the proposed Northerly right-of-way line of Chenal Parkway;
thence along said proposed right-of-way line, on a curve to the left, having a radius of 899 30 feet, an are
length of 829.56 feet, and a chord hearing and distance of South 50n23'09" East 800 46 feet to the
POINT OF BEGINNING, containing 4,171.6 square feet, or, 0.096 acres, more or less.
ACCESS EASEMENT DESCRIPTION
Part of the NW 1/4, NE 1/4 of Section 1, T-1-N, R-14-W, and part of the West 1/2, SE 1/4 of Section 36,
T-2-N, R-14-W, Little Rock, Pulaski County, Arkansas, being more particularly described as follows:
Commencing at the Southeast corner of said West 1/2, SE 1/4 of Section 36, T-2-N, R-14-W, thence
North 88'06' 18" West 304.20 feet; thence South 01'48'42" West 283.40 feet to a point on the proposed
Northerly right-of-way line of Chenal Parkway; thence along said proposed nght-of-way line, on a curve
to the right, having a radius of 899.30 feet, an are length of 362.61 feet, and a chord bearing and distance
of North 15 39" West 36016 feet the POINT OF BEGINNING, thence continuing along said
proposed right-of-way line, on a curve to the nght, having a radius of 899 30 feet, an arc length of
172.88 feet, and a chord bearing and distance o f North 48n 12'08" West 172 61 feet, thence North
4718' 18" East 25 00 feet; thence on a curve to the left, having a radius of 874 30 feet, an arc length of
20 89 feet, and a chord bearing and distance of South 43'2247" East 20 89 feet; thence on a curve to the
left, having a radius of 70.00 feet, an are length of 18.88 feet, and a chord bearing and distance of North
78'56'53" East 18 83 feet, thence on a curve to the left, having a radius of 50 00 feet, an arc length of
12.49 feet, and a chord bearing and distance of North 64'03'56" East 12 45 feet; thence on a curve to the
left, havmg a radius of 400 00 feet, an arc length of 30.29 feet, and a chord hearing and distance of
North 54'44'31" East 30.28 feet; thence on a curve to the left, having a radius of 50.00 feet, an arc
length of 10 1 feet, and a chord bearing and distance of North 46128'28" East 10 62 feet; thence on a
curve to the left, having a radius of 370.00 fect, an arc length of 146.56 feet, and a chord bearing and
distance of North 29°01'44" East 145.60 feet; thence South 75'56'50" Fast 41.07 feet; thence on a curve
to the right, having a radius of 41100 feet, an are length of 132 20 feet, and a chord bearing and distance
of South 26°32'01" West 131.63 feet, thence South 289437" West 25 54 feet; thence on a curve to the
left, having a radius of 400.00 feet, an are length of 52.46 feet, and a chord bearing and distance of South
35004156" West 52.43 feet; thence on a curve to the left, having a radius of 75.00 feet, an arc length of
63 21 feet, and a chord bearing and distance of South 08'46'31" East 61.36 feet; thence on a curve to the
left, having a radius of 100 00 feet, an are length of 27.25 feet, and a chord bearing and distance of South
41°47'39" East 27.16 feet, thence South 36'17'26" West 5 00 feet to a point on the proposed Northerly
right-of-way ]me of Chenal Parkway and the POINT OF BEGINNING, containing 0 325 acres, more or
less.
�Vn
gTATE pp
* t0%%TEIEIIrpq�
�iSTER '�,
ARKANW
ttAS �.� �••••"• . �d ',,
GRAPHIC SCALE IN FEET
RE S
STATE 0
ARKA
6 S . �'�
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50'
50' 0
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= • GN/ UR _
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BASIS OF BEARING GRID NORTH, ARKANSAS STATE
T 9 Gj �
PLANE COORDINATE SYSTEM, NORTH ZONE (0301),
DETERMINED BY GPS OBSERVATIONS
No. 13217 �
�(F
.•'
'O 9L. LA�
APPROXIMATE
CONVERGENCE ANGLE IS, 000 5720 01308".
C
y A' P
t
'''��rrEEEEEftEt`t
DISTANCES ARE STATE PLANE GRID DISTANCES
COMBINED ADJUSTMENT FACTOR = 100012119.
901 N 47th St , Suite 200
Rogers, Arkansas 72756
C050 Crafton Tull
0 architecture I engineering I surveying
479 636 4838 t 479 631 6224 f
www craftontull Com
CERTIFICATE OFAUTHORIZATION o`^""""'"""n„
of
`_ CRAFTON, TULL &
ASSOCIATES, INC >_
Na 109 s
IvJ O
11ANSAS ENG�......
V� \V
-31tlt7
:A13
POU 1
ltll 1 NIA
FINAL PLAT OF LOTS 1 & 21
CH ENAL/KAN IS ADDITION,
BEING A PART OF SECTION 1,
T-1-N, R-14-W, AND A PART OF
SECTION 36, T-2-N, R-14-W,
LITTLE ROCK, PULASKI COUNTY,
ARKANSAS
16,900 dr 17,000 CHENAL PARKWAY
LITTLE ROCK, ARKANSAS
Key Plan
No Description Date
This document, and the ideas and designs incorporated herel n,
as an instrument of professional service, is the property of
Grafton, Tull & Associates, Inc, and is not to be used, in whole
or in part, for any other project, without the written
authorization of Crafton, Tull & Associates, Inc
PROIECTNO 14801100
ISSUE DATE 04 22 14
CONTACT G SULLIVAN
CHECKED BY
C 2014 Crafton, Tull & Associates, Inc