HomeMy WebLinkAboutS-1268 Map 2CERTIFICATE 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 HEREBY
LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT.
0
N
m
0)
0
u
N
X
w
z
J
W
Q
m
U
o w
CLI
>
-0
aw
N�
a�
NN
rn a
E
/o
rn�
rn
rn /
J O
0
� _
�a
L
Q O
J
d 0
f°
a�
a
o N
3 X
CI
0
c
oL
E
THE INTREGRA GROUP, LLC DATE OF EXECUTION
BOB FRIESEN MANAGER
SOURCE OF TITLE: ???????????????????????????
CERTIFICATE OF ENGINEERING ACCURACY
I, WILLIAM E. RUCK, 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.
CERTIFICATE OF SURVEYING ACCURACY
I, JERRY EARNHART, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY
SURVEY MADE UNDER MY SUPERVISION, 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.
DATE OF EXECUTION REGISTERED LAND SURVEYOR NO. 1062
JERRY L. EARNHART
RATIO OF CLOSURE: 1:286,378
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 REGULA
TION S.
DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT NUMBER FILED FOR RECORD IN PLAT BOOK
PAGE FOR BILL OF ASSURANCE SEE DOCUMENT NO.
CIRCUIT CLERK
USA DRUG LATER
RENT A N89°54'00"W 361.50' (D)
- — N89°53'51"W 311.66' (M)
SET 3/8" REBAR — — — — — —
i
�G
�4
1
Q
C\2
I
Go
0
0
0
,r
c
II
LO
d�
0
r)
r
I
SET 3/8" REBAR
,I
25'
) SETBACK
�F }G
G�
I 4G�G
L25'ETBACK
S89050'20"E 634.75' (M)
X =. X` .—..—_7 -
ISTER
4 4b,
"'I&TE 0i
,,,,,,,,
ARKANSAS
No. 1062
o:
AL LAIC...,...°•`
SS 0,TE 07 %e
ARKANSAS ?
REGISTERED
PROFESSIONAL
ENGINEER
1. No.4686
BASELINE ROAD R/W VARIES I I
N89°54'00"W 140.0' (D) \ SOUWEST 171.4' (D)
N89°53'17"W 140.0' (M) CURB ° 0 H NE CORNER NE1/4 NE1/4
SET 3/8" REBAR COIIIr �AT2r _ — T 40' (D SECTION 1, T-1-S, R-13-W
39-13 66 25' a o
15' R/W DEDICATION 94 o POINT OF BEGINNING
N8953?17"W �a1 FOUND 2" BRASS CAP
--C'� —
25140.0o'
BACK
00
r NCDC
m W CS
�.Q o M tl Cv C\2
0 CD
0_ " 00
tote zz
CQ �
i) o I I
C\2 0
SET COTTON
00 PICKER SPINDLE N89°54'00"W 131.4' (D)
roil I N89048'59"W 131.4' (M)
I 39.08'
7ASPRALT
CONC. I
200.00'5.00'
E22.00' FOUND 2" BRASS CAP
DR.
294,844.68 SQ. FT
OR
6.769 AC±
1 Lif , Ramp
"d 3' LANDSCAPE —
1 OCk
Tu
25' ADVANCE AUTO
ACCES
EASEME T PARTS
83' 4"
�I LOT 1
C) - - 82' 8" ----
Q N
o 0 25' 3' LANDSCAPE
N
o I ETBACK
0
+0.0
t 0.01�
I I 25.0'
I SET C TTON
PICKE SPINDLE
\ In z
w
In w :5
N V w
U In
�w
1711J`'
5.00' ADDITIONAL RI/W
FOUND 2" BRASS CAP
. 76'
i
S Gr
F I
CQ
C/I
I- I
B �v�
c4aci
CQ
0
=_uA
0
0
z
1
LANDSCAPE'
VARIES FROM \
4.2' TO 3.7'%
WIDE
ij
SET CPS
H
zo
b
O
1' SET COTTON
PICKER SPINDLE
4(,mFOUND 1/2" REBAR
oIn
0 2871
,R (TYP.) DRAi.�AOE �AS�
LOT
1
ASPHALT PARKING
S89°48-59 E
200.00'
- -�0CD
- - Ln
O �
o�
z
o `n
0
o N
25' z
ACCESS
EASEMEN
N89° 8'S9' W
53.71'
it
II
r�
N
C'4
�> o
tc
n z!
0 00,' W
011 0
11 o
CA
C\2
25' o
SETBACK Z
11
u__ J
A,
Av o
r,Go
ASPHALT PARKING
-- - CONC. RETAINING HAIL
— —X —X _^- . v. v _.-. — X _
b�
i
FOUND 1/2" REBAR
DM[L90R ®.
F
o
sAS®R+s ROAD
SASIMB13 ROAD THIS PROJECT
9ERIATB DR. CINDY IN.
DENHAR DR.
VICINITY MAP NOT TO SCALE
GRAPHIC SCALE 1"=30'
30 0 30 60 90
NOTES & LEGEND:
1. M INDICATES MEASURED BEARING & DISTANCE
D INDICATES DEED BEARING & DISTANCE
2. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT
AGENCY FLOOD BOUNDARY MAP COMMUNITY NO. 0501790411 C
INDICATES THAT THIS PROPERTY IS NOT LOCATED IN A
100 YEAR FLOOD ZONE.
3. ZONING OF THE ENTIRE PROPERTY IS C-3. AUTO PARTS
STORE IS A PERMITTED USE.
DESCRIPTION:
PART OF THE NEI/4 NEI/4 OF SECTION 1, T-1-S, R-13-W, PULASKI COUNTY, ARKANSAS
DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE SOUTH RIGHT OF WAY OF BASELINE ROAD SAID POINT BEING
171.4 FEET WEST AND 40.0 FEET SOUTH OF THE NE CORNER OF SAID NEI/4 NE1/4; THENCE
ALONG SAID RIGHT OF WAY N89"53'17"W 140.0 FEET TO THE NE CORNER OF HARPER
BARNETT ADDITION; THENCE SO°02'23'W ALONG THE EAST LINE OF SAID ADDITION 221.50
FEET TO THE SE CORNER OF SAID ADDITION; THENCE N89°53'51"W ALONG THE SOUTH
LINE OF SAID ADDITION 311.66 FEET TO A POINT ON THE WEST LINE OF THE NE1/4 NE1/4
NEi/4 OF SAID SECTION 1; THENCE S0°45'30"W ALONG THE WEST LINE OF SAID NE1/4
NE1/4 NE1/4 400.20 FEET TO THE SW CORNER OF SAID NE1 4 NE1/4 NE1/4; THENCE
S89 50'20"E ALONG THE SOUTH LINE OF SAID NE1/4 NE1/4 E1/4 634.75 FEET TO A POINT
ON THE WEST RIGHT OF WAY OF GEYER SPRINGS ROAD; THENCE ALONG SAID RIGHT OF WAY
N0029'08"E 262.43 FEET; THENCE ALONG SAID RIGHT OF WAY NO°22'40'E 214.7 FEET;
THENCE LEAVING SAID RIGHT OF WAY N89048'59"W 131.4 FEET; THENCE NO°02'59"E
145.0 FEET TO THE POINT OF BEGINNING CONTAINING 294,844.68 SQ. FT. OR 6.769 ACRES
OR LESS.
Vo-x. �.ti,cn�'-/G7/�i��`6`-ram ry 1�.-�j pWj✓i°r/C�'t
J` h-M' ,t.H M-✓�� � /�^�'�-�%'� " _� ��v-y�/7� rl/S�I', [y.���yt-- �. sGy,..�v- � �''0'/'�
8- ���,y- � ���� INTEGRA ADDITION
LITTLE ROCK, ARKANSAS
PREPARED BY
Garver Engineers
Little Rock, Arkansas
AND
EARNHART LAND SURVEYING, INC.
11 SHEILA DR. GREENBRIER ARKANSAS
NOVEMBER 1999
,,V
7