HomeMy WebLinkAboutS-1439-A Map 1U
ARk4Al SAIS
�47I;
F
THIS
PLA
o
o
a
oye
c
m�
HiNSON
TAh.OR loop
2
d
VICINITY MAP
NTS
Northwest corner 8
N1/2 SW1/4 NW1/4 NE1/4 to
SECTION 24 I
10' RIGHT-OF-WAY AGREEMENT
- �NSTR. # 88-27725
®
S89°31 '54" E
34.10•
0. 85.00'
S�orc-
o
LL I
30.00,
CV _
L�
nCc
O CD
I
z
r7 M M
25.00'
I
I I
ti I 85.50' 10' Esmt. 1
6i
N
O �
30 0 30 90
MAM
Scale 1" = 30 ft
75.94' WOODALL DRIVE ® (PRIVATE DRIVE) Sgg°39' 18" E 210.09'
60.00' h6ti5 25.93' N 34.07' Q
eg _- 9akg 96.36' 652�2d 79.66' e9p65y
LID, NO VEHICULAR ACCESS
& UTILITY ESMT. /
S.
2
20' Bldg. Une
0
N 't�
60.00'
00
r�
M
4 fsmr I n
3 0
�
/ O
5 `f)
25�_Bldg. Line 20' SAN. SEWER ESMT.
INSTR. # 96-82865
/'�461�o 45.16' cl.
/ 00
00
161 N o
�18a32'35'
38.56'
WILL 0 W COVE LLJ
I I I
N89'20'07'E 234.59' 50.00ri N 3:
M' •- Lr)
td I rn Lr)
111' 55' .- �
O
85.07' 0T20_'B1dq.
60.04' 10' Esmt. m 40.70' 0.�a
s - N?� �� 4�a ?� 5 ss c(Lai
6.
C^ Une -� 9 5 /
NO ( ` 5 ma 44.83' ''''S I e�
1 O S ems.
ON
z
I
Cc
11
90
a
NI
0600
o6Ld
Im
6
I
�
M
p
30.00
Southwest corner I
N1/2 SW1/4 NW1/4 NE1/4
SECTION 24
ARKANSAS STATE PLANE COORDINATES
NORTH ZONE
1) N 170616.29 E 1176173.30 fnd.
MONUMENT
iron pin w/cap # 964
2) N 170614.86
E
1176349.23
fnd.
iron pin w/cap # 964
33) N 170609.92
E
1176559.26
set
1/2" iron pin w/cap # 1281
2[ N 170494.44
E
1 176556.1 1
fnd.
1-1/2" pipe
N 170389.91
E
1176554.25
fnd.
1/2" pipe
N 170290.03
E
1176550.43
fnd.
cotton -spindle
7) N 170294.86
E
1176340.61
fnd.
iron pin w/cap # 964
gJ N 170296.63
set
1/2" iron pin w/cap # 1281
9) N 170506.55
E
1176172.29
fnd.
1" DiDe
178'49'55' a:
25' Bldg. Une
9
d LJ�
N 8 >
w
0
y4
10' NO VEHICULAR ACCESS
& UTILITY ESMi. y LIA
14
a
®
85.00' �°
60.01' �°' 23.96'
3f
N89°2 11
W
173.98' 10' WATERLINE ESMT.
LUCKY LANE 397
BOOK 943, PG. 397
(PRIVATE DRIVE)
98.48' r/oRaw
N88°40'51"W
209.88'
II
O
0)
O
I O
IV)
h
^
UTIUTY & FENCE ESMT, 6 9o-s?O
L__ 75.36' S`
LEGAL DESCRIPTION
56607 3 "
8j493 F
PART OF THE W1/2 NW1/4 NE11/4 OF SECTION 24, T-2-N, R-14-W,
PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A IRON PIN ON THE EAST RIGHT-OF-WAY LINE OF TAYLOR LOOP
ROAD BEING 10.00 FT. SOUTH AND 34.10 FT. EAST OF THE NORTHWEST CORNER
OF THE N1/2 SW1/4 NW1/4 NE1/4, SAID SECTION 24;
THENCE S89'31'54"E, 175.94 FT. TO A FOUND IRON PIN; THENCE
S88'39'18"E, 210.09 FT.; THENCE S01'33'46"W, 115.52 FT. TO
A FOUND 1-1/2" PIPE; THENCE S01'01'11"W, 104.55 FT. TO A
FOUND 1/2" PIPE; THENCE S02'11'16"W, 99.95 FT. TO A FOUND
COTTON -SPINDLE; THENCE N8640'51"W, 209.88 FT.; THENCE
N89'25'11"W, 173.98 FT. TO A POINT ON THE SAID EAST RIGHT-
OF-WAY LINE OF TAYLOR LOOP ROAD; THENCE N01'32'34"E ALONG
SAID EAST RIGHT-OF-WAY LINE, 210.00 FT. TO A FOUND 1" PIPE;
THENCE N00'31'32"E CONTINUING ALONG SAID EAST RIGHT-OF-WAY
LINE, 109.75 FT. TO THE POINT OF BEGINNING, CONTAINING
2.8256 ACRES MORE OR LESS.
CERTIFICATE OF SURVEYING ACCURACY
I, PAUL M. WHITE, 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 WITH.
DATE OF EXECUTION
PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
I, TIMOTHY E. DATERS, 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 TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER NO, 5033, 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 HEREBY
LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
ESTATE IN ACCORDANCE WITH THIS PLAT.
DATE OF EXECUTION
D.R. PAGE
INSTRUMENT NO. -
Gateway Investments
11 Comeronwood
Little Rock, AR 72223
e �: ':•
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
LITTLE ROCK PLANNING
COMMISSION
THIS DOCUMENT, NUMBER FILED FOR
RECORD , 20 , IN PLAT BOOK .
PAGE
GENERAL NOTES:
1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS
2. ALL EASEMENTS SHOWN = - = ARE TO BE USED
FOR DRAINAGE AND/OR UTILITIES.
3. LOTS WITH ROUNDED CORNERS ARE
MEASURED TO A POINT OF INTERSECTION
OF LOT LINES AND NOT POINTS ON A
CURVE.
4. DISTANCES SHOWN ALONG CURVES ARE
CHORD DISTANCES.
5. ERROR OF CLOSURE: EXCEEDS 1:50,000
6. RADII AT INTERSECTIONS ARE 25.00 FT.
7. ALL SIDEYARD BUILDING SET -BACK LINES ARE 5.0 FT.
NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD
BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD
INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS.
FIRM COMMUNITY PANEL # 080181 0037 F, OCT. 19, 2001
PLA T OF
LOTS I -I I
111 2A 910 AZM MK. THE WILL 0 WS
AN ADDITION TO THE CITY
OF LITTLE ROCK, ARKANSAS
MAY, 2005
PART OF THE NE1/4 OF SECTION 24
T-2-N, R-14-W,
PULASKI COUNTY, ARKANSAS
Ij =711,11
IVVf[]!ilT -DA l[JQJRa1 & I]Ia11Y4//LL.//A TfQ,aY➢ MVC
CML ENGINEERING, LAND PLANNING do DEVELOPMENT, SURVEYING
24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223
Job No. 05-422P