HomeMy WebLinkAboutS-1172-A Map 3OWNERS / DUMPER HUNNICUTT CONSTRUCTION & DEVELOPMENT, INC.
24 PINE MANOR
UTTLE ROCK, AR 72207
INSTRUMENT NO. 97-080286
M01f 4 1 Y
ALL PROPERTY WITHIN THE SUBDIVISION IS ZONED R-2
BACK OF ALL LOTS SHALL HAVE A 10' DRAINAGE AND UTILITY EASEKW
TEMPORARY TURNAROUNDS1 PROVIDED FOR PHASE I PER L.R.D.P.T.
ALL LOT COE RADIUS 20' UNLESS NOTED, ALL E.O.P. RADIUS 25' UNUM NOTTI
All KASWNTS SHOWN M FOR IYI 1 1'•
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LEGEND
- - - - GAS LINE EASEMENT
- - - - - - - - - CENTERLINE PROPOSED RDWY
- - - - - - - - - - - - - - - EDGE PVMT PROPOSED RDWY
_ _ _ _ _____ _ _____ _ - _ 25' SETBACK
PROPERTY LINE
UTILITY/DRAINAGE EASEMENT
- H P:6.L. HIGH PRESSURE GAS LINE
e s LOT LINE
®
SET IRON PIN
®
SECTION CORNER
Q
FOUND IRON PIN
®
LOT NUMBER XX
n
FOUND STONE
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
AND AZM MK 2069.
NAD 83
i'AGiS
iNFORIVIATIOiti
PT #
N.
E.
ELEV.
DESC.
42
121947.99
1184790.67
304.38
N04 REBAR FOUND
2268
122098.15
1184480.57
----
PAGIS MONUMENT
2269
122098.56
11844469.48
-----
PAGIS MONUMENT
2082
122388.55
1183759.31
---
PAGIS MONUMENT
2083
122384.74
1183709.13
---
PAGIS MONUMENT
2174
122989.40
1184647.90
---
PAGIS MONUMENT
2220
122436.36
1184297.87
----
PAGIS MONUMENT
1033
122524.18
1184171.97
0.00
PROPOSED PAGIS MONUMENT TO BE SET
12
123332.88
1184205.13
314.72
NO.5 REBAR FOUND
9
123320.82
1184504.81
311.26
NO.5 REBAR FOUND
51
123307.80
1184841.26
307.47
NOA REBAR FOUND
49
122737.97
1184826.06
303.87
FOUND POST
1032
122548.15
1183548.67
0.00
PROPOSED PAGIS MONUMENT TO BE SET
32
121993.91
1183528.06
318.36
NOA REBAR FOUND
526
121971.19
1184151.22
309.36
FOUND STONE
S 87041141" E 299.92'-(A) v S 87047'01" E --
3366.7a0o.m'- (A_
01
)S32'12" E 300.012 80 7°42 29'- D
e 1z7s�a
Coil
117.48'108.22
'x I I j ,y `4'AJf ?�• �" erg �g I
o 3 87-39$9" / F, Iz
4Jy
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h 20 eccpe eesemeut'-�.b I ecceeq e e e L12'. EemL IQO.Qp'.�
o • v (oj P - �pP•�` - I- 1 r e
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' 14.00'
u4so' rs a730'za' 1IOI I
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BASE INE RD. Irr 13a.9a' J Z
I I _ 124.81' x w I 87.68' 43.55' IY� j I
8M,13" 1 W I I M MO
1'
I O � I I I ro; O r I� N ' ® I V) t O a
'
135.00- ' 134.82' - r 81.18' Lo'n
7'39'29" 7p'PS;.;i r 5 OB'32'13"I Ti
1 i >i 138.35'
zo 135.01' I ® ® 1 I= M co
-� I -_.- _ -.I-
H D r o p co
cMc3i I` 115.12. 88'� �./ I 101 I r
°g p : S I I� �- 185.00 ` ny T J2,\' ill O O
o r7p ccad�,,,, LU O 1-- _ -- - ,,pg, .1 I
6 ° 0 136.02'. \ .�" (n (ii
Oo �h p i 28' 11532 `\,�C,
(V O
,
O 1 o m Io e 19 n C-�'� \.\\•, 919
C3 8q4 0 g u Z
135.82'
o I ! I s 8't39'29" E I , i-e+II
ppqq I
S 87.3929' E ' - I�
0 r UU 135.03' I� 135.89' ' I-o I _ 144,18'_!_.I
c.
8T39'29Tn-�-
w °D I
- - I35,04' I ® �I i I i 144.67' 1 1
Vicinity Map 136.15' 18
rl_ ,
1 1000 @ ' 's. s
i '` I I I n! 10 Z�
135.05' i i t 136.41' c1 o I 144.42'
L
I I
i ! c Il ig I I I �g � l5 $I 128.48' is
II 11
135.05' � i I @I $ I � 144.18' 1 I
3 87.39'29" E 138.8T `
3 87'39'29" E m t iQQ i 1 1
® ®� °� ' 11 NI 128.22
rm » I ----------------- S 87°47'51" E -� N87°38'S0'W - 143.B1' �I
523.76' - - - - - - - - I s 64
137.35, S
134.39' 4e'4z" E 127.98'
m e
LI
t2
o 1 1 Z 1� 0 Q
I ILLII _ !
143.40' CO00
i i l O1
127.43' 9 i ® i i w � � ^• h
l �
143d5' I I J
LO
Lu ®1IoI vM
o c N 871929" W tg' z mt_ IIZsfl i_ `n CDN
0 0l 127.14' I s a7 W'n"IaI
Z ZI LL ® I
147.66-
S 071I EI
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II 6
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-- - -------T014'W ------------
_43 _ _92.1" II
1_
Found No.6 Reber N 87°45'00" D - - - - - - - - - - - �
S.W. Corner, NEi/4, N 87°55'02" W �A� N 87°45'00" W D
NW1/4, section 5,
T-1-S, R-13-W. N 87°55'02" W A� Found No.5 Reber
NUM WO DIM ANQB =0 D1B6CSf0ii S.E. Corner,
NWl f 4, Sectionn 5,
M 150.00 71.57 2M.10" S 15'00'95" T 70M T-1-S, R-13-W.
C2 150.00 235.02 90'00'00" S 4M' 29" T 21E.13
C1 150.00 11030 'M109" 3 29'2b'05" T 107M
C5 75.00 88.81 49'44'44" S 1719'51" T $1.90
100 0 100
Scale 1" = 100'
Rim,
PHASE I
Lot N
SQ. FT.
Acres
1
8714.32
0.2001
2
9792.49
0.2248
3
8774.67
0.2014
4
8775.14
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
8778AI
0.2015
12
1 9385.51
0.2155
13
10813.79
0.2483
14
9360.51
0.2149
15
8875.17
0.2037
16
885814
0.2034
17
8841.11
0.2030
16
1 8824.08
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
8325.89
0.1911
26
6308.66
0.1907
27
82a1.63
0.1903
28
9326.54
0.2141
29
26417.83
0.6065
30
12380.54
0.2842
31
9874.15
0.2267
32
1 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
11451.81 1
0.2629
41
13376.68
0.3071
42
14487.31
0.3326
43
9323.34
0.2140
44
9409.08
0.2160
45
14380.43
0.3301
46 j
12951.72
0.2973
47
8583.15
0.1970
48
10036.03
0.2304
49
7744.19
0.1778
50
9646.60
0.2214
51
9131.03
0.2096
52
10036.84
0.2304
53 1
8192.40
0.1881
54 1
7560.75
0.1736
55
8457.97
0.1942
56
8272.48
0.1899
GIST�
glA7S OF
AxxeNses
No, 1264
°NAr LM0
I HEREBY CERTIFY THAT THE ABOVE PROPERTY
DOES NOT LIE WITHIN A 100 YEAR FLOOD PRONE AREA.
SOURCE: CITY OF LITTLE ROCK, FEMA MAP
PANEL NO. 050181 0020 E
DATED NOV. 3, 1993
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 Name
Address
Source of Title: D.R. Page
Instrument No.
Certificate of Recording
This document, number filed for record
19 in Plat Book , Page
correctly shown hereon and that all surveying requirements of
(Signed)
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(Name) Clerk
Certificate of Surveying Accuracy
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1, Randy Alberius, hereby certify that this plat correctly represents a boundary
survey made or verified by me, all monuments required actually exist and areY
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correctly shown hereon and that all surveying requirements of
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Little Rock Subdivision Rules and Regulations have been complied with.
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Date of Execution Registobd Professional Land Surveyor
No. 1264 Arkansas
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Certificate of Engineering Accuracy
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I, Raymond Hickey, hereby certify that this plat correctly represents a plat made by
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W
•-• = - me, and that engineering requirements of the City of Little Rock Subdivision Rules
and Regulations have been complied with.
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Signed,
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rfassion
17)
Date of Execution Registers r I n ineer
No. 7730 Arkansas
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.
Signed,
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 sec. 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 189.54 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 218.76 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 sec. E
along said right of way for a distance of 299.92 feet; run thence S 87 deg. 47 min. Ol sec. E along
said right of way for a distance 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 (678845.9586 Sq. Ft) more or less.
NE 1/4, NW 1/4= 15.564 Acres
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DATE 02 16 99
SCAM 1 " = 100'
PROJECT No- 970020
PAGE: 1 OF
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