HomeMy WebLinkAboutZ-8866-A Map 20
a
AR STATE PLANE COORDINATES
PT.
NORTHING
EASTING
1
155386 2972
1176982.7359
2
155395.6951
1176698.6913
3
155112.4364
1176689.7318
4
155622.8220
1176073.0945
5
155395 0741
1176982.9700
\
\
4 \ \ \
5' SIDEWALK EASEMIT \ `
0 E DEDICATED THIS PLAT S` o \ \ ---
7'5 56 5p0 \ \ _
100,--OHE-_ _ \ -
QPdi EASEMENT E 318.06' -
\ \ \ \
\ ___-- OHE
4101 S )5 5p OHE--__---�.```
18o 0r • E 937 95_
, -SON`-- _� _
\ rob. _ tv `-/ _ \ \
5' RIGHT-OF-WAY \ ��y LOT 1 �� / - S 7505 �` \ 5�`0R 39^ \ \ 100'�8d EASPw
DEDICATED THIS PLAT �. JF� 0.945 ACRES �/ / -� - _f 6198,9 (CIIy p CFCFI RAW, \ --
i rnE ROCS L` 20'
/ACCESS & UTILITY EASEMENT >>3 - \ \
�Il �. DEDICATED THIS PLAT ` O
j�fCAID TM�Q7f �R�� �� o� 15' UTILITY EASEMENT 9g2� �I I 30'
DEDICATED THIS PLATfor R
\
QZ Z-S 280 34' 37" W 25.54'
S 010 31' 42" W B.78'
yo S Cr N 880 06' 18" W 284.20'
\" I 1 SE COiC&D. W 1/Z SE 1/4, �"v LOT 2 '1
I P.O.B.
/ 3.042 ACRES N 880 06' 180 W 20.00'
25' UTILITY EASEMENT \ I I
DEDICATED THIS PLAT
v 15' UTILITY EASEMENT
DEDICATED THIS PLAT
\�� co I
F 9 SIDEWALK EA57 M I N
DEDICATED IHLS PLAT 3
�I "
N
r V-
P 0.6. ACCESS &
UTILITY EASEMENT \ B
cyFNa� \ U!`Df�c sF�q N
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 ZONE X.
CERTIFICATE OF SURVEYING ACCURACY
l 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 Pith.
S 1 A2 !
Date of Execution
J 2�
Gregorf t Sullivan
Registered Professional
Land Surveyor
No. 1096
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 sub ' ided, and do hereby lay off,
plat and subdivide said e estate in acco nce with
this plat.
Q,1
Date ol Execution ame John A. R s for Chenal Curve,
Address 11719 Hinson Road, Suite 130
Little Rock, AR 72212
Instrument No. 2013012230
CERTIFICATE OF ENGINEERING ACCURACY
I, 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.
Date of Execution Bradl A. Peterson
Registered Professional
Engineer No. 13217
Arkansas
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 hereb lay off,
plat and subdivide soar estate in cco ce with
this plat.
�ra!
Date d Execution �Nqge John A Rees for Chenal Car Was!
nstrument No. 201302M95
ss 11719 Hinson Road, Suite 130
Little Rock, AR 72212
I
-5 SIDEWALK EASEMENT
DEDICATED THIS PLAT
\In
5' RIGHT-OF-WAY-� /
DEDICATED THIS PLAT
sD
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
tt rules and regulations.
Date of Execution L.R. P nning
Commission
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
CHORD DIRECTION
CHORD LENGTH
Cl
498.48'
904.30'
31034'59"
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' 09"W
338.59'
C4
334.67'
899.30'
21019'21"
N340 37' 15"W
332,75'
C5
20.89'
874.30'
1022'09"
S430 22' 47"E
20.89'
C6
18.88'
70.00'
15027'22"
N780 56' 53"E
18 83'
C7
12.49'
50.00'
14018'31"
N640 03' 56"E
1245'
C8
30.22'
400.00'
4020'19"
N540 44' 31"E
30.28'
C9
10.64'
50.00'
12011'46"
N460 28' 28"E
10.62'
CIO
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'
48*17'19"
S80 46' 31"E
61.36'
C14
27.25'
100.00'
15036'40"
S410 47' 39"E
27.16'
A
X
c
D4
A
0
m
FOUND IRON PIN
SET IRON PIN
SET PK NAIL
SET 'X' IN CONC.
LIGHT POLE
POWER POLE
TELEPHONE PEDESTAL
TV PEDESTAL
MANHOLE
SANITARY SEWER CLEANOUT
GAS METER
GAS VALVE
STORM SEWER PIPE
DOWN GUY
WATER VALVE
FIRE HYDRANT ASSEMBLY
AIR RELEASE VALVE
FIRE DEPARTMENT CONNECTION
WATER METER
SPRINKLER HEAD
ELECTRIC PEDESTAL
PROPERTY DESCRIPTION
LEGEND (EXISTING)
tea. s'
EASEMENT
CURB
72C6- -
INTERMEDIATE CONTOUR
-1205- - -
INDEX CONTOUR
SANITARY SEWER LINE
GAS LINE G - G
W-- W
WATER LINE (SPECIFY SIZE & TYPE)
UNDERGROUND TELEPHONE
UNDERGROUND ELECTRIC
OVERHEAD ELECTRIC
UNDERGROUND TELEVISION
CHAIN LINK FENCE
WOOD FENCE
BARBED WIRE FENCE
FIBER OPTIC
RIGHT OF WAY
ROAD CENTERLINE
UGT
UGE��
0HE �
UGTV
OHTV
Part of the NW IA, NE 1/4 of Section 1, T-1-N, Ill 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 comer of said West 1/2, SE 1/4 of Section 36, T-2-N, R-14-W; thence
North 8800618" West 20.00 feet to the POINT OF BEGINNING; thence continuing North 88006'18"
West 284.20 feet; thence South 01048'42" 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 50023'09" West 800.46 feet, thence South 75056'50" East 937.95 feet; thence South 01031'42"
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 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 comer 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 0104842" West 283 40 feet to a point on the proposed
Northerly right-of-way he of Chenal Parkway and the POINT OF BEGINNING, thence contnu:ng
South 01048'42" West 5.10 feet to a point on the existing right-of-way Ime of Chenal Parkway; thence
along said existug right-of-way line, on a curve to the right, having a radius of 904 30 feet, an arc length
of 839.08 feet, aid a chord bearing and distance of North 50017'39" West 809.30 feet; thence South
75056'50" 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 arc
length of 829.56 feet, and a chord bearing and distance of South 50023'09" 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 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 comer of said West 1/2, SE 1/4 of Section 36, T-2-N, R-14-W, thence
North 88006'18" West 304.20 feet; thence South 01048'42" West 283.40 feet to a point on the proposed
Northerly right-of-way lime of Chenal Parkway; thence along said proposed nght-of-way he, on a curve
to the right, having a radius of 899.30 feet, an arc length of 362.61 feet, and a chord bearing and distance
of North 6501539" West 36016 feet the POINT OF BEGINNING, thence continuing along said
proposed right-of-way, line, on a curve to the tight, having a radius of 899 30 feet, an are length of
172.88 feet, and achord bearing and distance of North 48012'08" West 172 61 feet, thence North
47018' l8" East 2500 feet; thence on a curve to the left, having a radius of 874 30 feet, an are length of
20 89 feet, and a chord bearing and distance of South 4302247" East 20 89 feet; thence on a curve to the
left, having a radius of 70.00 feet, an arc length of 18.88 feet, and a chord bearing and distance of North
7805653" East 1883 feet, thence on a curve to the left, having a radius of 50 00 feet, an are length of
12.49 feet, and a chord bearing and distance of North 64003'56" East 12 45 feet; thence on a curve to the
left, having a radius of 400 00 feet, an are length of 30.29 feet, and a chord bearing and distance of
North 54044'31"East 30.28 feet; thence on a curve to the left, having a radius of 50.00 feet, an are
length of 10 64 feat, and a chord bearing and distance of North 4602828" East 10 62 feet; thence on a
curve to the left, bivmg a radius of 370.00 feet, an arc length of 146.56 feet, and a chord bearing and
distance of North 29001'44" East 145.60 feet; thence South 75056'50" East 41.07 feet; thence on a curve
to the right, having a radius of 41100 feet, an arc length of 132 20 feet, and a chord bearing and distance
of South 26032'01' West 131.63 feet, thence South 28034'37" 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
35004'56" West 5143 feet; thence on a curve to the left, having a radius of 75.00 feet, an arc length of
63 21 feet, and a cord bearing and distance of South 08046'31" 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
4104T39" East 2716 feet, thence South 36017'26" West 5 00 feet to a point on the proposed Northerly
right-of-way line if Chenal Parkway and the POINT OF BEGINNING, containing 0 325 acres, more or
less.
2014029913 Received- 5/23/20141 32 34 PM
Recorded 05/23/2014 01 36 46 PM Filed a
Recorded In Official Records of Larry Crane, ,,,a❑+nru,p�
PULASKI COUNTY CIRCUIT/COUNTY CLERK
Fees $15 00
,s
r
CERTIFICATE OF RECORDING
✓111 �. Q c
This document, number filed for record �.�` ,
90 in Plat Book , Page % � ARKANWAS �.` �'.••• " 7 '., GRAPHIC SCALE IN FEET
iti� 3 COUi_ ' J ••STATE O
•�, * * * ARKA AS •L• �, -
Ep111111U" RE
"} 50' 0 50'
(Signed) A� n O t r t
Rcx/y��ux� L =, BASIS OF BEARING GRID NORTH, ARKANSAS STATE
Clerk * * * ���'•, ��% Z ti�� PLANE COORDINATE SYSTEM, NORTH ZONE (0301),
^ B j S DETERMINED BY GPS OBSERVATIONS APPROXIMATE
���U^fit /U1� �P,y No. 13217 50 '�,� 0 •�} T � ��
1U i , �lFy A PEA DISTANCES ARE STA EPLANEGRIDDSNVERGENCE ANGLE IS, 000 5720 OTANCES
COMBINED ADJUSTMENT FACTOR = 100012119,
901 N 47th St , Suite 200
Rogers, Arkansas 72756
(09 Crafton Tull
® architecture I engineering I surveying
479 636 48381 479 631 6224 f
www craftantull corn
CERTIFICATE OF AUTHORIZATION .„n'"O"F
s GP�� AUjyJ�`'a
CRAFTON, TULL &
ASSOCIATES, INC
04 No 109
yJ �O
' ,gr4NSAS ENS\NEE� "
FINAL PLAT OF LOTS 1 & 2,
CHENAL/KANIS 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 & 17,000 CHENAL PARKWAY
LITTLE ROCK, ARKANSAS
Key Plan
No Description Date
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 Crafton, Tull & Associates, Inc
PROJECTNO 14BO1100
ISSUE DATE 04 22 14
CONTACT G SULLIVAN
CHECKED BY
0 2014 Crafton, Tull & Associates, Inc