HomeMy WebLinkAboutS-1073-C Map 3S W 114, NE 114
2t
97 Z.-,�..
CENTER OF
SECTION 36
T-2-N, R-1 4-W
EASEMENTS RECORDED AS INST. NO.
84-16624 AND 84-11364 IN FAVOR
OF ARKLA
N 157405.68
E 1175708.10
o
rn
rn
ry
!n
0
Ln
a
a
R2944.79'
CDN20'25'04"W
LC295.84'
J
d
i
J
a
N 157385.48
E 1175744.60
H
LL /\
u7
1,1
Y
Q
Vl /
z
P.O.B.
---- -------------------- — —\
>a Q j L297.16f t
CDS14.01'50'W
A( I LC280.81ft
R=256.48'
EASEMENTS RECORDED AS INST. N0.
89-2361�6 IN FAVOR OF ARKLA
N 67386.37
E 1175829.94
SYSTEMS
��
6r' E 111758101.93
N . /
h�1
N i175 60 7
(E 1175760,07
CDN84' 17'50" W
LC151.82'
N
E
i 43
CE�3.206t03'V
LC204.96ft
p R=220.00'
1343.2 V
`;----------
--:_ N 13828322
E 1176508.07
NO�4,7'?0'W iu
400 i
' I
J_NBZ�50110,W
79,56'
I
I
i
m.
H �J
c ,
�4.24ft CD
F / CDS41.51'47'W �13• SEWER EASEMENT
LC18 4.93 /q{
�t L �9y':A
j ,C o
WATER EASEMENT
CID
/ A0
i
J
0
15, SEWER EASEMENT �
�/
C,�
h
.14
(COMMON AREA)
S19'07'041E J / 1
12a.56ft
;0;11VW1 14 7 SE 114-
/ 'a / 15' WATER EASEMENT
L72.09ft /h JJ l VO)o 1
CDS46'39'10•E /• / DRAINAGE
VRC69.30'
J / 3/EASEMENT
y J l l
S74.11'15'Ej
4.71Ft
\ N 157366,E
R522.46597.e0
/V>q,1j 15 226, 2 =1 ~
CDN82'23'43"W W 34., _
LC149.17' 110.4p,
H 137336.SS`�
E N 17322.12E 176084U2 -�
N 157315.06 R984.93'
1176079.91 7 E 1176196.62 CDN68'18'3TW
N 157284.93 0RIV` 1?21'15-W LC201.71'
1175954.36
E 117619e.19
6
N 57280.1 3
N7q• N 157278.01 jq \
11.15. E 1176015.49
W "\
E 1175953.00 p
1
3 N 157268.39 '�74' o
E 1176012.75
h 030 N 157230,90
vc E 1176181.85 N 157214.0t'"
43 — 1176385.62
17 A,-
N87'59'O1'W '-------937.1 1'
---------------4L------- i
NE CORNER -7
NW1 /4, SE1 /4
SECTION 36
n
157170.74
1176460.63
CURVE
LENGTH
DELTA
TANGENT
C-1
282,07'
39'29'26"
146.90'
CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER
,•'' �C31STER I, JOE D WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL
s° '"" •.d PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO
STATF�.•OF ••
ARKANSAS SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF,
N .1231 MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY
ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
%
n s¢c•4r "' SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT.
Z At VA% 'C r ROCK SUBDIVISION RULES AND REGULATIONS
LAN, �� HAVE BEEN COMPLIED WITH.
DATE OF EXECUTION ARKANSAS SYSTEMS L ND CO., LLC
7 �•�•�' g
DATE OF EXECUTION PAUL M. WHITE y /h �" / w C `?
REGISTERED LAND SURVEYOR DATE OF EXECUTION ARKANSAS STEMS B IL CO., LL
NO. 1281, ARKANSAS y /S - `77 ,l. z_
DATE OF EXECUTION CHENAL TECH OLOGY CE T Ir
R.
LLC
D.R. 621 PAGE 233
ADDRESS
INSTRUMENT NO.
CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL
/Oatizr.Ie o,�'`�
00 fir, A',.5,1� 1, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION
A !", - THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE
11�i6; '-' `; •;�! PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN
i ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY
A; c ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY
HAVE BEEN COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING
ENGINEER NO. 5033, ARKANSAS COMMISSION
CERTIFICATE OF RECORDING!:' p^
THIS DOCUMENT, NUMBER FILED FOR_
RECORD /' / 19,'' IN PLAT BOOKL
PAGE
r _
ql R A L NOES:
1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS
2. ALL EASEMENTS SHOWN ARE TO BE USED
FOR DRAINAGE AND/OR UTILITIES.
ARC DEF 3. LOTS WITH ROUNDED CORNERS ARE
MEASURED TO A POINT OF INTERSECTION
14'00'00" OF LOT LINES AND NOT POINTS ON A
CURVE.
4. DISTANCES SHOWN ALONG CURVES ARE
CHORD DISTANCES.
5. RADII AT INTERSECTIONS OF STREET
RIGHTS OF WAY ARE 25'
6. ERROR OF CLOSURE: 1:239,800
EXCEPT AS SHOWN NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR
FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD
INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. PANEL #050181 0005E,
DATED NOVEMBER 1993.
Legal Description
A tract of land located in Section 36, T-2—N, R-14—W, Pulaski
County, Arkansas being more particularly described as: Starling
of the Northeast corner of the NW1/4. SEI/4 of said Section 36;
thence N87'59'01"W along the North line of said NW1/4, SE1/4,
937.1 1 ft. to the point of beginning of the tract of land herein
described; thence N42'30'16"E, 293.16 ft.; thence S87*58'56"E,
158.40 ft.; thence S02'O1'50'W, 1113.17 ft.; thence N62'25'59"W
93.64 ft.; thence Northwesterly along the arc of a 984.93 ft.
radius curve to the left, having a chord bearing and distance of
N6618'37•W, 201,71 ft.; thence S15'48'45'W, 60.00 ft.; thence
N74'11'15"W, 172.91 ft.; thence S1548'45"W, 10.00 ft.; thence
N7,VII'15"W, 60.68 ft.; thence S15'48'45"W, 5.00 ft.; thence
Westerly along the arc of a 432.46 ft. radius curve to the left,
having a chord bearing and distance of N84'17'S0"W, 151.82 ft.;
thence S4629'28"W, 57.71 ft. to a point on the Easterly
right—of—way line of Chenal Parkway; thence Northwesterly along
said Easterly right—of—woy line being the orc of a 2944.79 ft.
radius curve to the left, having a chord bearing and distance of
N20.25'04 W, 295.84 ft.; thence N42'30'16"E, 732.39 ft. to the
point of beginnin, containing 581,264 sq. ft. or 13.3440 acres
more or less.
60 0 60
Scale V = 60 ft
EZHIE�IT I3
PLAT
ARKANSAS
LOT
SYSTEMS
2
OFFICE PARK
p UTZ=.0A
0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201
PART OF SECTION
LITTLE ROCK,
36, T-2-N, R-14-W
PULASKI COUNTY, ARKANSAS
surrey By:
Drawn By:
Checked By:
Approved By:
;ta:1
a
DATE: L-t 7
Revised APRIL 2. 1997
Date MAY 23, 1996
Hor. Vert.
Scale
Sheet of