HomeMy WebLinkAboutS-1172-C Map 4OWNERS / DEVELOPER HUNNICUTT CONSTRUCTION & DEVELOPMENT, INC.
24 PINE MANOR
LITTLE ROCK, AR. 72207
INSTRUMENT NO. 97-080286
GENERAL NOTES:
• ALL PROPERTY WITHIN THE SUBDIVISION IS ZONED R-2
* BACK OF ALL LOTS SHALL HAVE A 10' DRAINAGE AND UTILITY EASEMENT EXCEPT AS NOTED
: FRONT OF ALL LOTS SHALL HAVE A 10' DRAINAGE & UTILITY EASEMENT EXCEPT AS NOTED
' ALL LOT COR. RADIUS 20' UNLESS NOTED, ALL E.O.P. RADIUS 25' UNLESS NOTED
ALL EASEMENTS SHOWN ARE FOR UTILITY AND DRAINAGE EXCEPT AS NOTED
LOT 86 MIN, FINISH FLOOR ELEV. 306.50
` BACK SETBACK 25' EXCEPT CORNER LOTS 8'
` SIDE SETBACK 10% AVG. LOT WIDTH, UP TO MAX. 8'
NOTES:
ALL MEASUREMENTS ARE CHORD DISTANCES AND TO THE POINTS
OF INTERSECTION WHERE TANGENTS ARE SHOWN.
S 3703212" E 300.00'-{'I ;
12 S 7`4I`41" E 2 . 2°-(A
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01
Certificate of Owner
LEGEND
We, the undersigned, owners of the real estate shown and described herein, - -
-
CENTERLINE PROPOSEDRDWY
EDGE PVMT PROPOSED RDWY
I HEREBY CERTIFY THAT THE ABOVE PROPERTY
do hereby certify that we have laid off, platted and subdivided, and do hereby - - -
-
- 25' SETBACK
DOES NOT LIE WITHIN A 100 YEAR FLOOD PRONE AREA.
lay off, plat and subdivide said real estate in accordance with this plat.
PROPERTY LINE
SOURCE: CITY OF LITTLE ROCK, FEMA MAP
(�q- Z! -O Hunnicu C struction & Deve__lo ent Inc.
-- - - psp '---
-
- UTILITY/DRAINAGE EASEMENT
LOT LINE
PANEL NO. 050181 0020 E
DATED NOV. 3, 1993
Date of Execution Name '
Address:24 Pine Manor Little Rock At 72207
----`" -s
SET IRON PIN
THIS SURVEY MEETS OR EXCEEDS THE 1 : 10,000
Source of Title: D.R. Page ,° a g . °,
SECTION CORNER
MAXIMUM ERROR OF CLOSURE PER MINIMUM
Instrument No. 98-022900 n° ° °• �' °
FOUND IRON PIN
STANDARDS
LOT NUMBERXX
Z--\
COMPUTED POSITION
BASELINE ROAD 110'-ROW
70
** BASIS OF BEARING WAS ESTABLISHED BY USING PAGIS MONUM ENT NO.2069
AND AZM MK 2069.
NAD 83
PAGIS INFORMATION
PT #
N.
E.
ELEV.
DESC.
iL
42
121947.987
1184790.674
304.38
FOUND #4 REBAR
GIs o
2269
°°
122105,628
1184587.692
SET #4 REBAR/CAP RLS#1264
STATE of
ARIA. S o°
2081
122242.950
1184610.900
SET #4 REBAR/CAP RLS#1264
No 1
0 2082
122278.867
1184612.374
SET #4 REBAR/CAP R,S#1264
2083
122284.062
1184485.343
SET #4 REBAR/CAP RLS#1264
2174
122423,886
1184317.099
SET #4 REBAR/CAP Rh:LS#1264
% sfcNaruaz
2220
122518.684
1184306.343
SET #4 REBAR/CAP R4_S#1264
1033
122524.180
1184171.967
SET #4 REBAR/CAP RI S#1264
2089-0211
ND ti
12
123332.881
1184205.131
314,72
SET PAGIS MONUMENT
9
123320.816
1184504.808
311.26
FOUND #5 REBAR
51
123307.796
1184841.257
307.47
SET PAGIS MONUMENT 2089-0212
49
122737.972
1184826.077
303.87
FOUND POST
1032
122548.152
1183548.668
SET PAGIS MONUMENT 0211-0266
32
121993.905
1193528.059
318.35
SET PAGIS MONUMENT 0211-0267
-EDGE EXIST. PVMT
526
122109.23
1183650.51
FOUND STONE
-
_-
PHASE II
S_37"47"'01" E 336-70°-€Ai
SE �y
Da of Execution Name, I i �/
L.R..Ylanning Commission r vC
Vicinity Map I W
1 °= 1000' LOT 12
1 2
S 87°47'51" E 623.76' LOT 14
120.00' 25.00' 25.0o' 1 333
off' _ 63sr' 6500' N 87°39`29" W 134.49'
6 .oD'
- 5, 10' EASEMENT - - - 65.00' - - 65.00' 65.00' / 124.R9' ®' LOT 25
_ ^s 10, EASEMENT
�FJlo ��I 9.61' o Z
I
of I I 164 63) 62 61_ 60 59 _° 8 571 LOT 13
O
5 jj
S $7°40'24" E 120.00' � ' W' i `� "1 `" a'
o
L _ �11I2, /
25'. BUILDING SETBACK - - - z z i ��z10 :� L01 26
o o Q'5 10' EASEMENT 3N 55.01' R _W / ' �
�olv
174I 6.32' 65.00' 65,00' 10' EASEMENT65.0065.00'
so°Paa"
LOT \87120.00' EDGEWOOD CREKDRV�E 50
E 88,S 876
LOP _ --
� 27
�2fi' 65,00,. -- - - - _�.. -�2 . _ 16'
65_0D'-65-00_ 85.00' 65.D0' 6251' 54.80'
I� 10' EASEMENT \
- r AsFtaur v �B
ao g- _ _ ?
d. 120.00' I W 25' BUILDING SETBACK - o�
o w rr' LOT 28
�o o�� m 95 ti 94 93 �- N
_ 92 95 w 89
1 o R
z i co
��� ® N 87°39'29" W 127.14'
j� Uj
120.38' - - - z 5 _ 20';EASEMENT� 0 6 7 5' EASEMENT c
75.32' 1I _ _ m
F i2' EASEMENT - 1 _ 14Q.32' 65 00' co
65.00' 65.00' 65.00' 65.00' - 10' EASEMENT
_ S 870, 6'55' E 65.00' 91.39' - -
o' EasEMENT -� _ -- - 109.22' 109.39' 15.00' I c
o -
I
0' EASEMENT 65.D0' 65.OD= 65.00' 65.00'
- 65.D0'
z �
100 m � 101 �` 102 �'
S $7°40`24" E 136.05' 99 � 103
1G5
vo ��
25' BUILDING SETBACK - -- - - - - - - - .- __ - -- - I I I I /
Q V � - - � o
151-3
.32' .- - - __ _ _ _ 25' BUILDING SETBACK
R=50' 1 10 EASEMENT _ 6
65.00' 65.00' 65.00' 65.00' - - o' EASEMENT - _ - - - - - - - / Z _ _
�� _ 65.00' 65 00' 65 - - -
- 00' 65.00' 12.50 5
N 87°25'S4" E 100.38 ` \ 65.00' '
' �Dkuflk Typ. - 52.52'
R-AO' CURBWEDGESIDE DRIVE (50' R�W) - - -- - - - - i
-- ----
- - N 87055'14 W 652.85' - -
i
26
�� 396 / ... 16 65.00' 65.00' - 65.00' 65,00' - - - - - - -- - -- - - - - - -
° �\ 6 i 13.39' - - - 65.00' 65.00'
e, _ -1 65.00' 1�
e I 71 0ti 1 - - - - - - - - - - 65.00' _ - 65.00_ 54,45' 51.45
/. F 10' EA3EMEtvf
Certificate of Recording
This document, number;oq D�filed for record -.21- U 11 =`-
2001, in Plat Book _, Page
correctly shown hereon and that all surveying requirements of
ppRS .J Clerk
Certificate of Surveying Accuracy
I, Randy Alberius; 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 require ents of
Little Rock Subdivision d Regulations hav complied with.
Date of Execution Registered Profe Tonal Land Surveyor
No. 1264 Aryinsas
Certificate of Engineering Accuracy
I, 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.
69-21-01
Date of Execution Regis ed Professional En •neer
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.
n
LOT 11
LOT 33
LOT 32
LOT 3
LOT 30
l_ - - - 5' B- - - DETENTION
s N 73 w -.I Iw I 2UILDING SETBACK POND
- - - cn
ti - r_ � � I s�
S 87°55'02" E/ ��72 pI 0 74 75 m 76
46.59' o 81 82 83 m
Z 20' EASEMENT - �� z 84 w 85 (86i r�
c� - I .� i4-1
r
178.41' _ io_EASEhtENT
w
65.00' 65.00'�-
65.OD'
65.00' 65 00 _
0 � Found No.S Rebar 65.00' 10 65.00NT 65 Od
S w. Corner, NE1�4, N 87°55'02" W 1170 54 A
Nw1/4, section 5. N 87°45'00" W-(D) 97-16 -
) 115,26
❑1
we
o�
CD
Into
Op
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to
t
00
co
Q�'k
C3i
00
0
Lot #
N
SQ. FT.
Acres
57
10779.22
0.247
58
7376.70
0,1693_
59
7353.13
0.1688
60
1 7356.61
0.168'9
61
7360.08
0,1690
62
7363.56
0.1690
63
7179.47
01648
64
8418,78
01933
65
8984.38
0.2063
66
8645,76
0.1985_
67
7800,04
0.1791
68
7801.52
0-1791
69
8236.00
0.1891
70
8001.39
0.1837
71
9629.87
0 2211
72
11995.48
0.2754
73
9209.02
0.2114
74
7526-98
01728
75
7394.67
D I6P
76
77
7394.91
7395,15
0.1698
0.1698
78
7395,38
0.1698
79
7395.62
0.1698
80
7395.86
01698
81
7396.10
016P8
82
7396.34
0169R,
83
7396.58
0.1698
84
7397.94
01693
B5
8863.59
0 2035
86
12035.07
0.276
88
18468,28
1 0.4240
89
11117 41 0.2552
90
8515.97 0.1955
91
7lW50 01650
92
7337.22 0 1681
93
7344.88 01686
94
7352 54 0,16P _
95
7360.20 0169)
96
7367.87 0.1691
97
8543.36
! 01961
98
12616 39
0 28U6
99
73B6.19
0169n
100
7388.26
0,1693
101
739033
016c i
102
7392.41
016P7
103
7394.48
01695
104
7396.55
0169d
105
7398.63
01698
106
7400.70
0169?
107
7402.77
01699
108
7402.25
0169P
109
15376,78
D 35 0
Legal Description:
A Part of Lot 1, of Garrett's Subdivision of the NE 1/4 of the NW 114 of
Section 5, Township 1 South, Range 13 West, and a pall of "Tract A" of
Garretfs Subdivision of the NE 1/4 of th eNW 1/4 of Section 5,
Township 1 South, Range 13 West, Pulaski County, Arkansas, being
more fully described as follows: Commencing at Southeast corner of the
said Northeast Quarter of the Northwest Quarter and ra71 thence N
87055'02" West 92.91' to a set #4 rebar/cap said point being the Point of
Beginning; thence North 87'55'02" West a distance of 1170.54; thence
North 02'07'46" East a distance of 554.63; thence South 87°47'51" East
a distance of 623.76; thence South 87139'29" East a distance of 134.49;
thence South 06'28'25" East a distance of 95.41; thence South 50°16'15"
East a distance of 218.76; thence South 87'39'29" East :a distance of
127.14; thence South 02'20'31" West a distance of 35.95; thence South
09`35'40" West a distance of 139.27; thence South 35'31'28" East a
distance of 189.54 to the Point of Beginning; containing, 12.418 acres or
540944.21 square feet more or less.
NE 1/4, NW 1/4 12.418 Acres
N 8704600" VV-(D)
N 87°55'02" W 92.91'-(A) P.O.C. ao
P.O.S.
Found No.5 Rebar
S.E. Corner, NE1 /4,
NW1/4, Section 5,
T-1-S, R-13-W.
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD DIRECTION
CHORD LENGTH
C1
150.00
163. 77
62'28'38"
N E
155.58
C2
150,00
126.30
48°14'34"
_60'55'0"
N 67'57'29" E
122.60
C3
50.00
235.75'
W03'00"
N 42'50 44" W
212.22
0 50
Scale C = ")0,
100 150
``Netttuutuugrr
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FINAL PLAT
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DwG BY: RH
DESIGNED BY:
RA/ RH
DATE:
09/07/0I
SCALE:
I" = 50'
PROJECT NO:
970020
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PAGE: .t
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