HomeMy WebLinkAboutS-1471-B Map 3AR 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
t �
4
5' SIDEWALK EASE1W _
--- „ F - I DEDICATED THIS PLAT S ° `
25 56 Sp" _ _
700' AP$L EASEMENT OHE - -_ _
\\ E 31g.06'
S )50 56`o OHE f�
\ _ ` 18007' \ 93795' ZZ-OHE�__ 11 _
N -s0� �_ ` ` 5 ` - OHE-_ 100
LOT 1 / _ 0'-- AF&L EASE 5' RIGHT-OF-WAY \ \ f� 0 945 ACRES / ` 5 -6 \ 6I9.8 \/W F OF " �W
DEDICATED THIS PLAT J _ / 50" E (cityORS RAW - �
8 _ - L177LE R �R LINE20' _
\ / ACCESS & UTILITY EASEMENT \ »3
�. DEDICATED THIS PLAT \�g' ^I \ T - O
5! SIDEWALK .r�o� �Po/ 15' UTILITY EASEMENT 30'-�-
`` . DEDICATED THIS PLAT
S 280 34' 37" W 25.54' \ \I
\\52'
�
s C6 / \l S Ot° 31' 42" W 8.78'
° c / n8 J, 43" O N 880 06' 18" W 284.20'
�I SE CMIERR, W 1/T, SE 1/4.
�/ LOT 2 I SEC. 7N, B. T-2-R-14-W
P.O.B.
3.042 ACRES I N 880 06' 18" IN
25' UTILITY EASEMENT \
DEDICATED THIS PLAT
to
15' UTILITY EASEMENT
DEDICATED THIS PLAT
v
vi
C\ Tr T SID IX EAMW I N
DEDICATED DO PUT
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\ �
P O.B. ACCESS & \ Is, I °D
UTILITY EASEMENT chFN \ \ \ eUl`DfNcsF� I Tn
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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 iyith. ",-7
S &2 11J� /
Date of Execution 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 re I estate iMacco e with
this plat.
2,1
Date o Execution ame John A. R s for Chenal Curve, LLC
Address 11719 Hinson Road, Suite 130
Little Rock, AR 72212
Instrument No. 2013012230
CERTIFICATE OF ENGINEERING ACCURACY
l 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.
51a;hL!
Date of Execution Bradl 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 hereb lay off,
plat and subdivide said peraNestate in acco ce with
this plat.
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
01 \
-5' SIDEWALK EASE6W
DEDICATED THIS PLAT
\ I
5' RIGHT-OF-WAY" /
DEDICATED THIS PLAT
5V
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. PlAnning
Commission
20.00'
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
CHORD DIRECTION
CHORD LENGTH
C1
498.48'
904.30'
31034'59"
N610 05' 03"W
492.19'
C2
494 89'
899.30'
31 °31'48"
N61 ° 02' 49"W
488 67'
C3
340.60'
904.30'
21034'49"
N34° 30' 09"W
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' 53"E
18 83'
C7
12,49'
50.00'
14018'31"
N640 03' 56'E
12 45'
C8
30.2C
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'
48017" 9"
S8° 46' 31"E
61.36'
C14
27.25' 1
10,0,00'
15036'40"
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
Fees $15 00
CERTIFICATE OF RECORDING ^ ==
Has c
This document, number filed for record 3 e
20 in Plat Book , Page
A��ladpq ii ill"'
(Signed)
Clerk
A� '(�Oluo'DgI \9,
0
•
o
m
EI
0-. LEGEND (EXISTING)
FOUND IRON PIN
SET IRON PIN
SET PK NAIL
SET 'X' IN CONIC.
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
RiMIN
EASEMENT
CURB
INTERMEDIATE CONTOUR
INDEX CONTOUR
SANITARY SEWER LINE
G
G
GAS LINE
W
WATER LINE (SPECIFY S12F & TYPED
UGT
UNDERGROUND TELEPHONE
UGE
"
UNDERGROUND ELECTRIC
oHE
Ylr
OVERHEAD ELECTRIC
UGTV
UNDERGROUND TELEVISION
OHTV
OVERHEAD TELEVISION
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-I-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 114 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 88'0618"
West 284.20 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 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 50e23'09" West 800.46 feet, thence South 75°56'50" 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 1/4 of Section 1, T-i-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 01°4842" West 283 40 feet to a paint on the proposed
Northerly right-of-way line of Chenal Parkway and the POINT OF BEGINNING, thence continuing
South 01 e43'42" West 5.10 feet to a point on the existing right-of-way, line of Chenal Parkway; thence
along said misting nght-of-way line, on a curve to the right, having a radius of 904 30 feet, an arc length
of 839.08 fiet, and a chord bearing and distance of North 50°17'39" 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 nght-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 50°23'09" 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 I/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 °4842" West 283.40 feet to a paint 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 arc length of 362.61 feet, and a chord bearing and distance
of North 65'15'39" West 36016 feet the POINT OF BEGINNING, thence continuing along said
proposed right-of-way line, on a curve to the right, having a radius of 899 30 feet, an are length of
172.88 feet, and a chord bearing and distance of North 48112'08" West 172 61 feet, thence North
47'1818" East 25 00 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 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, having a radius of 400 00 feet, an arc 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 feet, and a chord bearing and distance of North 46°28'28" East 10 62 feet; thence on a
curve to the left, having a radius of 370.00 feet, 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" 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 26°32'01" West 131.63 feet, thence South 28°34'37" West 25 54 feet; thence on a curve to the
left, having a radius of 400,00 feet, an arc length of 52.46 feet, and a chord beanng and distance of South
35004'56" West 52.43 feet; thence on a curve to the left, having a radius of 75.00 feet, an are length of
63 21 feet, and a chord bearing and distance of South I I" East 61.36 feet; thence on a curve to the
left, having a radius of 100 00 feet, an arc length of 27.25 feet, and a chord bearing and distance of South
41°47'39" East 27.16 feet, thence South 31 West 5 00 feet to a point on the proposed Northerly
right-of-way line of Chenal Parkway and the POINT OF BEGINNING, containing 0 325 acres, more or
less.
``, 1%IIIllllif,, A,'
`MISTER&
STATE C
ARI4I{AA-i 6 S ••'•
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GRAPHIC SCALE IN FEET
50' 0 50'
BASIS OF BEARING GRID NORTH, ARKANSAS STATE
PLANE COORDINATE SYSTEM, NORTH ZONE f030I1,
DETERMINED BY GPS OBSERVATIONS APPROXIMATE
CONVERGENCE ANGLE IS, 000 57' 20 01309'.
DISTANCES ARE STATE PLANE GRID DISTANCES
COMBINED ADJUSTMENT FACTOR =1 00012119.
901 N 47th St, Suite 200
Rogers, Arkansas 72756
dtl;b Crafton Tull
® architecture I engineering I surveying
479 636 4838 t 479 631 6224 f
www craftontull corn
CERTIFICATE OF AUTHORIZATION ,e""'p11j"'...
GP.�rC OF A(/pyo� -
`+- CRAFTON, TULL S,
_,. ASSOCIATES, INC �=
�-'S oc No 109
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�K4NSA5 EN51NE�� `
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1d1d 1d
FINAL PLAT OF LOTS 1 & 2,
CHENAUKANIS 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 Dam
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
PROIECr NO 14801100
ISSUE DATE 04 22 14
CONTACT G SULLIVAN
CHECKED BY
0 2014 Crafton, Tull & Associates, Inc