HomeMy WebLinkAboutS-1172-A Map 1OWNERS / DEVELOPER HUNNICUTT CONSTRUCTION & DEVELOPMENT, INC.
24 PINE MANOR
LITTLE ROCK, AR. 72207
INSTRUMENT NO. 97-080286
LEGEND
- - - - - - - - - - - - GAS LINE EASEMENT
- - - - - - - - - CENTERLINE PROPOSED RDWY
EDGE PVMT PROPOSED RDWY
- -- ___ -- -- - -. -- 25SETBACK
PROPERTY LINE
- - - - - - -- - - UTILITY/DRAINAGE EASEMENT
- - - - }Fpf,L- - - - - - HIGH PRESSURE GAS LINE
LOT LINE
GFNF.$ NOT
• ALL PROPERTY WITHIN THE SUBDIVISION IS ZONED R-2
• BACK OF ALL LOTS SHALL HAVE A 10' DRAINAGE AND UTILITY EASEMENT 0 SET IRON PIN
• TEMPORARY TURNAROUNDS WILL BE PROVIDED FOR PHASE I PER L.R.D.P.W. 9 SECTION CORNER
• ALL LOT COR. RADIUS 20' UNLESS NOTED, ALL E.O.P. RADIUS 25' UNLESS NOTED Q FOUND IRON PIN
ALL EASEMENT; SHOWN ARE FOR UTILITY AND DRAINAGE EXCEPT AS NOTED ® LOT NUMBERXX
• LOT 30 MIN. FINISH FLOOR ELEV. 306.50
LOTS 39 & 40 MIN. FINISH FLOOR ELEV. 307.00
S 87041'41" E
S 87'32'12" E
Vicinity Map
1 "= 1000'
ONS
NOTES' ALL MEASUREMENTS ARE CHORD DISTANCES AND TO THE POINTS
OF INTERSECTION WHERE TANGENTS ARE SHOWN.
BASIS OF BEARING
WAS ESTABLISHED BY USING PAGIS MONUMENT NO.2069
b a e
*d $
AND AZM MK 2069.
NAD 83--
a Q
PAGIS INFORMATION�•�Dp
PT # N. E.
ELEV.
DESC.
L��,,
°�� •,,,,,�,,,,,
42 121947.987
1184790.674
304.38
FOUND #4 REBAR
%�N LAn
2268 121951.363
1184697,827
SET #4 REBAR/CAP RLS#1264
•«, •>•
°THAT
78.867
1184
SET #4 REBAR/CAP RLS#1 264
1 HEREBY CERTIFY THE ABOVE PROPERTY
2083 1222282
1184612.374
SET #4 REBAR/CAP RLS#1264
DOES NOT LIE WITHIN A 100 YEAR FLOOD PRONE AREA.
000/AR""'A
2174 122423.886
1184317.099
SET #4 REBAR/CAP RLS#1264
SOURCE: CITY OF LITTLE ROCK, FIRMA MAP
2220 122518.684
1033 122524.180
1184306,343
1184171,967
SET #4 REBAR/CAP RLS#1264
SET #4 REBAR/CAP RLS#1264
PANEL NO. 050181 0020E
R RED
12 123332.881
1184205.131
314.72
SET PAGIS MONUMENT 2089-0211
DATED NOV. 3, 1993
OFESSIONAL
9 123320.816
1184504.808
311.26
FOUND #5 REBAR
51 123307.796
1184841.257
307.47
SET PAGIS MONUMENT 2089-0212
THIS SURVEY MEETS OR EXCEEDS THE 1 : 10,000
y NGINEER
49 122737.972
1184826.077
303.87
FOUND POST
MAXIMUM ERROR OF CLOSURE PER MINIMUM STANDARDS
"..'y
1032 122548.152
1183548.668
SET #4 REBAR/CAP RLS#1264
No. 7730
32 121993.905
1183528.059
318.35
FOUND #4 REBAR
�1A. - _ r at)
10 2 PU i Ig 3 14 � lza.22' 1 -))
I - - - - - - - S 87°47'S)" E 1033 G I 137.35' F $ O I I
623.76------ ----- N 87038, 5011W s e4 49'42' e i
1 134.39, 3 / h r 127.ae
ape
I �c, / yn
e
ti ro �I •.
2 4 e, i
I �S
�91 c
ez
' I �
L
w wl¢ 2083 N 87*39'2911 W 2.
SI 127.14' I�I
I w
z zl o_
I %
I
I
I 2
1
I
t------------ - - - - - - - - - - - - - - 1L0L4----- ______
Found No.5 Reber N 87045'00" W (D) - - - - - - - -
S.W. Corner. NE1/4, N 87055'02" W ((A)
NWi/4, Section 5,
T-1-S, R-13-W.
CI 150.00 71.57 27'20'1
RADIUS
ARC
Scale 1" = 100'
0 W
9
Found No.5 Reber
S.E. Corner, NE1/4,
NWl/4, Section 5,
T-1-S, R-13-W.
PHASE I
Lot #
SQ, FT.
Acres
1
8714.32
0.2001
2
9792.49
0.2248
3
8774.67
0.2014
4 1
6775.14
0.2014
5
8775.61
0.2015
6
8776.07
0.2015
7
8776.54
0.2015
8
8777.01
0.2015
9
8777.48
0.2015
10
8777.94
0.2015
11 1
8778.41
0.2015
12
9385.51
0.2155
13
10813.79
0.2483
14
9360.51
0.2149
15
8875.17
0.2037
16
8858.14
0.2034
17
8841.11
0.2030
18
6824.06
0.2026
19
10074,63
0.2313
20
9885.75
0.2269
21
8377.78
0.1923
22
8376.78
0.1923
23
8359.75
0.1919
24
8342.72
0.1915
25
8325.69
0.1911
26
8308.66
0.1907
27
8291.63
0.1903
28
9326.54
0.2141
29
26417.83
0.6065
30
12380.54
0.2842
31
9874.15
0.2267
32
9296.27
0.2134
33
9312.79
0,2138
34
9329.31
0.2142
35
9345.82
0.2146
36
9362.34
0.2149
37
9378.86
0.2153
38
9395.37
0.2157
39
9396.45
0.2157
40
11461.81
0.2629
41
13376.68
0.3071
42
14487.31
0.3326
43
9323.34
02140
44
9409.08
0.2160
45
1 14380.43
0.3301
46
12951.72
0.2973
47
8583.15
0.1970
48
10038.03
02304
49
7744.19
0.1778
50
9645.60
0.2214
51
9131.03
0.2096
52
10036.84
0,2304
53
8192.40
0.1881
54
7560.75
0.1736
55
8467.97
0.1942
56
8272.48
0.1899
d:1
rpiR(s`U'0.
:12i
Certificate of Owner
We, the undersigned, owners of the real estate shown and described herein,
do hereby cer'ufy that we have laid off, platted and subdivided, and do hereby
lay off, plat and subdivide said r I s�lnordance h this plat.
Date of Execution Name
Address
Source of Title: D.R. Page
Instrument No
Certificate of Recording
This document, num `1 4{)(40led for record,
19 qLA in Plat Book- Page Lie �1)
correct shown hereon and that all surveying requirements of
(Signed) ��
CAROLYN S_TAA�l Cirrnir r% .,•y
Certificate of Surveying Accuracy
I, Randy Aiberius, 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
Little Rock Subdivision Rules and Regulations have been complied with.
Date of Execution Registered Professional Land Surveyor
No. 1264 Arkansas
Certificate of Engineering Accuracy
!. Raymond Hickey, hereby certify that this plat correctly represents a plat made by
me, and that engineering requirements of the City of Little Rock Subdivision Rules
and Regulations have been complied with.
Signed,
Date of Execution Registere P essional Engineer
No.7730 Ar nsas
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.
IuW�.S 19gg Signed, 1,�`
x!
Date of Execution Name,
L.R. Planning Commission
Legal Description
All that part of the Northeast Quarter of the Northwest Quarter of Section 5, Township 1 South,
Range 13 West being more fully described as follows:
Beginning at the Southeast corner of the said Northeast Quarter of the Northwest Quarter and
run thence N 87 deg. 55 min. 02 see. W along the South line thereof for a distance of 92.91 feet;
run thence N 35 deg. 31 min. 28 sec. W for a distance of 189.64 feet; run thence N 08 deg. 06
min. 30 sec. E for a distance of 174.99 feet; run thence N 87 deg. 39 min. 29 sec. W for a
distance of 127.14 feet; run thence N 50 deg. 16 min. 15 sec. W for a distance of 216.76 feet; run
thence N 06 deg. 28 min. 25 sec. W for a distance of 95.41 feet; run thence N 87 deg. 38 min. 50
sec. W for a distance of 134.39 feet; run thence N 02 deg. 20 min. 54 sec. E for a distance of
809.38 feet to the South right of way of Baseline Road; run thence S 87 deg. 41 min. 41 see. E
along said right of way for a distance of 299.92 feet; run thence S 87 deg. 47 min. 01 sec. E along
said right of way for a distant: of 336.70 feet; run thence S Ol deg. 31 min. 34 sec. W for a
distance of 570.03 feet; run thence S 02 deg. 33 min. 58 sec. W for a distance of 790.78 feet; to
the Point of Beginning containing 15.584 Acres (678845.9580 Sq. Ft.) more or less.
NE 1/4, NW 1/4= 15.584 Acres
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DATE: SCE' 11/
PROJECT Na 97002
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