HomeMy WebLinkAboutS-0522-A Map 6u
Found Rall Road Spike
NW Corner 5W 1/4,5W 1/4
Section I(o , T- I -S
-R-15-W
35
��\ 34
o' d \ C r d
32 49
Cnord C rd
°25' 2
520030'12"W SO'/R so° .09,
�
516000'42"E a C hol d 27
31.414' `25' a� Nrn4 113T'
29,55
31 Ch'd 5lora° 1' 55"E 28 \
.12' 29
30 \ \
N350 38' 3(0" W, 052,604'
IKIZ hH hUOIzz hIFKLiLC t�UL—VC—OM\,
C of Ll 1 I
5 9019'45" W
35.340'- -
'310
I)
540^40' 1 0 E
35.36'
8
R= 110 00
6= 47019130"
T = 4 8. 00,
, = on P.LJ
InIJI I nV V" V11 Iv1-1- u �.-. ..�v... .....
LANE INTERSECTION
NAME AND ADDRESS OF OWNER:
A. COY DEAN
13403 VIMY RIDGE ROAD
ALEXANDER, ARKANSAS 72102
N 88° 5Co' Olo" W l 1345. (D9I
T
I
534°19'45"
50 00' -
15
�1Y1°19'45"W
45.20'
16
Chord
535040' 15" E
50.00'
N 15045' 24" W
60, 80'
\ Chord 14
lo-N151°30'28"E I
lo.
39.(031
Chord 13
2_ N 39°35'
LLF'HLUHHUIV LHIVC UUL-vC-1
N24° 50' Z1" W i
2 .Co4 ,
A,�
/'
COx ,,o��
{} 1 J
.Q 0
Trac+ B 1 �t A
Fu+ure Commercial j Fl � Multifomlly Si+e
Siff cL Coun+y Line Road
= sou+h Line Sec, I(D
911a,39�
#4 Rebar x 16" Long are set at all Lot corners except the rear Lot
pins on Lots 15 and 16 which are set of the 30 foot easement line.
Found Iron Pin
WE Corner SW 1/4,SWl/4
Section
R-13-W -�
1�
Sl 33'O7"
81.59,
50' Drain4 e- Arid
Ll+iliN Ea%6rnc4,d
159.7W p
22
N
N
159.75 1.
42
5-9
M
Chord Ian
585040115"E, 50,001
08" E
Q LT
o�
a] THIS PROJECT
Rz
THIS PLAT
COUNTY LINE ROAD
VICINITY MAP
1'=2000'
I'D CERTIFICATE OF OWNER
174.75• I WE, THE UNDERSIGNED OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN DO HERE
BY CERTIFY THAT WE HAVE LAID OFF, PLATTED AND SUBDIVIDED AND DO HEREBY LAY OFF,
PLAT AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE. WITH THE WITHIN PLAT.
12
171 ,-75' 1 OWNER.
I I SOURCE OF TITLE: DEED BOOK 1086 PAGE 485
b CERTIFICATE OF ENGINEERING ACCURACY
L74.75' I, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A SURVEY AND A PLAN MADE BY
ME OR UNDER MY SUPERVISION. THAT ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST AND
Y 10 1j THEIR LOCATION, SIZE, TYPE AND MATERIAL ARE CORRECTLY SHOWN, AND THAT ALL REQUIRE -
a MENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN FULLY COM-
_m 174 75' "I PLIED WITH.
0 y 2, /985 �•
z D_.T EX ECI�l'fION -REGISTERED PROFESSIO AL ENGINEER N0.3634
4, t
m
8 a
a
1 17a 74 7 1 CERTIFICATE OF SURVEY
F 119 1, HEREBY CERTIFY THAT A SURVEY CREW OF GARVER AND GARVER, INC.,. ENGINEERS, LITTLE
_ ROCK, ARKANSAS. DID SURVEY THIS PIECE OF REAL ESTATE UNDER MY DIRECTION AND THIS
7 Q 0 00 DRAWING IS AN ACCURATE PORTRAYAL OF THE SURVEY RESULTS.
it
DATE F EXECU ION REGISTERED LAND SURV YQR NO. 865
6
Ip Q
t N CERTIFICATE OF FINAL APPROVAL
i74.74 PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS AND UNDER THE CONDI-
TIONS OF ORDINANCE NO. 11,33.8 THIS DOCUMENT IS GIVEN FINAL APPROVAL BY THE LITTLE
5 O' ROCK PLANNING COMMISION ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED.
THIS DOCUMENT IS HEREBY ACCEPTED AND THIS CERTIFICATE EXECUTED UNDER THE
114 74' AUTHORITY OF SAID RULES AND REGULATIONS.
_
4 ww�
J DATE OF EXECUTION DEPARTMENT OF COMPREHENSIVE PLANNING
r
_ 174 74'
y CERTIFICATE OF RECORDING
3 Yi THIS DOCUMENT NUMBER FILED FOR RECORD IN PLAT BOOK
h PAGE FOR BILL OF ASSURANCE SEE DEED RECORD BOOK PAGE
CIRCUIT CLERK
1301.39' COU "1 LINE ROAD — NOD-ao' � v4, ��� �^- _�� '-Found Iron Pin
Four)d R.R Spike in LEGAL DESCRIPTION 5E Corner 5W I/4,SW 1/4
V1nry Ridge Road
Southwest Corder SEC. ll A tract of land situated in the SW 1/4, SW 1/4, Section 16, T-I-S, R-13-W, Pulaski County being more particularly described as follows Sec+Ion 1(0 , T-1 -5
R-13-W
Beginning at the Southeast Corner of said SW 1f4, SW 1f4, Section 16, thence N 88° 38' 36" W, 385.00 feet along the south line of said
Section 16; thence N 040 19' 45" E, 503.60 feet; thence N 510 01' 57" E, 88.95 feet; thence S 85' 40' 15" E, 18.42 feet; thence N 04' 19' 45" E, 310.00
feet; thence N 85' 40' 15" W, 142.34 feet; thence N 24° 50' 27" W, 2.64 feet; thence N 47° 00' 15" E• 252.76 feet;thence S 600 33' 07" E, 81.59 feet;
thence along a curve to the right having a radius of 50.00 feet and a chord bearing S 85' 40' 15" E, 50.00 feet; thence N 820 31' 08" E, 31.75 feet; thence
S 850 40' 15" E, 118.68 feet to the east line of said SW 1/4, SW 1/4, SectioA 16;thence S 040 19' 50" W. 1014,63 feet along said east line to the Point of
Beginning and containing 5.7 acres more or less.
IRISH SPRING ESTATES
PHASE I— LOTS 1 THRU 22
AND LOTS 42 THRU 44
LITTLE ROCK, ARKANSAS
PREPARED BY
GARVER & GARVER, INC.
ENGINEERS
LITTLE ROCK, ARKANSAS
100 S: O ICO 2C'-1
SCALE- I" = 100'
DATE -AUGUST 22, 1985
JOB NO. 84-2290