HomeMy WebLinkAboutS-1172-C Map 1OWNERS / 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.
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
Dorrectly shown hereon and that all surveying requirements of
(Signed)
(Name) 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 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
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.
Signed,
Date of Execution Registered Professional Engineer
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.
Date of Execution
** BASIS OF BEARING WAS ESTABLISHED BY USING PAGIS MONUMENT NO.2069
DATE
R E VI S 0 N S
AND AZM MK 2069,
NAD 83
LEGEND
PAGIS INFORMATION
CENTERLINE PROPOSED RDWY
I HEREBY CERTIFY THAT THE ABOVE PROPERTY
°°°°°°°°°°°°°°°°°°°° PT # N.
E.
ELEV.
DESC.
- - -
- - - -
EDGE PVMT PROPOSED RDWY
- SETBACK
DOES NOT LIE WITHIN A 100 YEAR FLOOD PRONE AREA.
, °°°° GIS TER °° 42 121947.987
°°°U°°
1184790.674
304.38
FOUND #4 REBAR
PROPERTY LINE
PR
SOURCE: CITY OF LITTLE ROCK, FEMA MAP
o° 2268 121951.363
°°°°°°°°°°°°°°°�lj 2269 122105.628
1184697.827
1184587.692
SET #4 REBAR/CAP RLS#1264
SET #4 REBAR/CAP RLS#1264
-
- UTILITY/DRAINAGE EASEMENT
PANEL NO. 050181 0020E
STATE OF ° °p° 2081 122242.950
NSAS
1184610.900
SET #4 REBAR/CAP RLS#1264
• LOT LINE
DATED NOV. 3, 1993
0 12e4 2082 122278.867
00
1184612,374
SET #4 REBAR/CAP RLS#1264
SET IRON PIN
2083 122284.062
o �p
1184485.343
SET #4 REBAR/CAP
AR/CAP RLS#1264
SECTION CORNER
THIS SURVEY MEETS OR EXCEEDS THE 1 ; 10,000
A� 2174 122423.886
vo SIGNAMM
1184317.099
SET #4 REBAR/CAP RLS#1264
MAXIMUM ERROR OF CLOSURE PER MINIMUM
o 01 2220 122518.684
1184306.343
SET #4 REBAR/CAP RLS#1264
0
FOUND IRON PIN
STANDARDS
1033 122524.180
° °° 12 123332.881
°°oJ°9Y
1184171.967
1184205.131
314.72
SET #4 REBAR/CAP RLS#1264
SET PAGIS MONUMENT
®
LOTNUMBERXX
of°°
ALR°° �� °°° 9 123320 816
1184504 808
311 26
2089-0211
FOUND 445 REBAR
S 87032'12" E 300.00'-(D)
0 S 8704V41" E 299.92'-(A)
BASELINE ROAD 110' ROW
IN
51
123307.796
1184841.257
307.47
SET PAGIS MONUMENT2089-0212
0/�/ STAV---z C
49
122737.972
1184826.077
303.87
FOUND POST
ARKANSAS
1032
122548.152
1183548,668
SET #4 REBAR/CAP RLS#1264
��
'` #
32
121.993.905
1183528.059
318.35
FOUND #4 REBAR
-EDGE EXIST avMT.
0) REGISTERED
PROFESSIONAL
-
-
PHASE II
% ENGINEER
-
Wl' , No. 7730 -�
S 87°42'58" E 336.29'-(D)
S 87047'01" E 336.70'-(A)
O ��PSE 1
O D ARE
• L.R. Planning Commission
Vicinity Map
103 1"= 1000' LOT 12
120.00' 25.0o' j 25.I 0' 63.3T S 87°47'51" E 623,76' LOT 14
r - - 75.00' s5.00' s5.00 ® 9.61' N 87°39'29" W 134.49'
O io' .37MENT - 65 0� 65.00' LOT 25
- - - 65.00' S 87°39'29" E 124.89' ®'
N s 10' EASEMENT
65
64 "'
62 61 60 M 59 58 W 57 i LOT 13
5 87°40'24" E 120.00' I W' o O �
25' BUILDING SETBACK _ /�� O a LOT 26 I
Ln
o 10' EASEMENT-
66 z� W 55.01' - /
63.32' 65.00' 65.00' - 65.00' - 10' EASEMENT i / G 1 4
4 65.00' 65.49'
w � 190°1'33 _
lzo.00' � - - - - - WEDGEWOOD CREEK DRIVE (5(' _R/W) -�,�
F w _ - _ - _ - _ - S 87 50'41' E 488.80'
o I 1�----------_-_-_ a -a - -� / j LOT 27
o l w 67, o I �Y 1 56.26_ 65.00' 65_00' S2 1.
o <r _
65.00' 65.00' 65.00' _62 51 54.80 1 6' g
10 EASEMENT -' _ 9'
- - 0' EASEMENT
10
c 25' BUILDING SETBACK 1s
� 1zo.00' w
I ^ c' I - - � _ - LOT 28
a W w gg 1a,
�-711
� 97 w 96
O
68 N 87 3929 W 127.14'
Z N co O n, c7 ° r "
I w
z zQ I-� I - _ - =
// S 87 39'29" E 127.14' �-
_ o MCI
- 120.38' - _ o I � T o �
lz EASEMENT- - 75.32' 65.00' 65.00' 65.00' - - - - -
65.00' I c� chi
140.32' lo' EASEMENT 65.00' -J
- - S 87°56'55" E g5.00' 91.39' -
�� 109.22' o
lotEASEMENT 65.00' - 65.00' 65.00' 109.39 15,00' I I z
65.00'
W� 10�
98
N I w N
100 101 " '
co
S 87°40'24" E 136.05' � °' °; I 102 � � 3 - -
z / o ~�909
04 105 106 m 10 08 i w
O \ _
sET89Cx
/ �R=W R/W \ O 10' EASEMENT I I - - - - - - - - -25' SETBACK o �,�6� O
I / \ / 15.32' 65.00' 65.00' 65.00' - - - - 1a' EASEMENT _ 12 5� s5.00'
65.00' 65.00' �
N B7'25'54" E 100.38' \ -�\ - - - - - - - - - - - - _ - _ _ 4 sIDE1tALK T91 65.00' 65.00'
- WEDGESIbE IhRIVE 50'
� R=40' CURB 9 _--�_- - - - - - _ l
-- --- ------ 1-.--- / /--------------- '
N 8705514 W 652.85' /
10
5216' 13.39' 65.00' - - -
O F 65.00_ _ 65_00' --65.00' 65.00' 65,00' - - - - - - - - - -
N 71 - - - - - - - 65.00' 65,00' - - 5
�`� �' � U„ � io' EASEMENT 65.00' 54.45' 514
Signed,
LOT 11
0
CENTRA►-���'
WATE
Little Rock Wastewater Utility
221 East Capitol 12202
1.il.tle Rock, Arkansas
501-376-2903 AVAILABLE'
NO SEWER SERVICE
AT 1S T
BY: IvV ._� AoD r rt
Date. a "
LOT 33
LOT 3
LOT 31
so 0
"p,. q
72 Iz a 74 75 76 m 77 CID
78 79 80 �
I o I O 81 82 83 m 84 w 86 'tea
O
^ 351' O - - - - O _ z �5
7.48' 20' EASE6fENT I
160,93' 64.71' --- _ - 10' EASEMENT I I v o
65,00' _J L
0 Found No.5 Rebar 65.00' 65.00' 65.00' 65 00' 6-5 00' 10' EASEMENT z
NWl/4° se�ilonE 5 4' N 87 55 02 W 1170.54'-(A) 65.00' 65.Oo' 97-16' -
° 65.00' 65.00'
T-1-S, R-13-W. 65.00
115.26'
�r y d
2W92.91(A)5
P.O.B.N87°5'
26 Found No.5 Reber
S.E. Corner, NE1/4,
NWl/4, Section 5, _
T-1-S, R-13-W.
70
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00
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Lot #
xx
SQ. FT.
Acres
57
10779.22
0.2475
58
7376.70
0.1693
59
7353.13
0.1688
60
7356.61
0.1689
61
7360,08
0,1690
62
7363.56
0,1690
63
7179.47
01648
64
8418.78
0.1933
65
898438
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
10686.97
0.2453
72
10938.38
(.2511
73
9209.02
0.2114
74
7526.98
01728
75
7394,67
0.1698
76
7394.91
0.1698
77
7395.15
0,1698
78
7395.38
01698
79
7395.62
0.1698
80
7395,86
0.1698
81
7396,10
0.169E
82
7396.34
0.1698
83
7396.58
0.1698
84
7397.94
0.169E
85
8863.59
0.2035
86
12035.07
0,2763
88
18468.28
0.4240
89
1 11117.41
0.2552
90
B515.97
0.1955
91
7189,50
0,1650
92
7337.22
01684
93
7344.88
0,1686
94
7352,54
0.168E
95
1 7360.20
0,1690
96
7367.87
0.1691
97
B543.36
0.1961
98
12616,39
0,2896
99
7386.19
0.1696
100
7388.26
0.1696
101
1 739033
0.1697
102
7392.41
0.1697
103
7394.48
0.1698
104
7396,55
0,1698
105
7398.63
0.1698
106
7400.70
0.1699
107
7402,77
0,1699
108
7402,25
0,1699
109
15376.78
0.3530
Legal Description:
A Part of Lot 1, of Garrett's Subdivision of the NE 1/4 of the NW 1/4 of
Section 5, Township 1 South, Range 13 West, and a part of "Tract A" of
Garrett's 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 ron thence N
87°55'02" West 92.9l' to a set #4 rebar/cap said point being the Point of
Beginning; thence North 87155'02" West a distance of 1170.54; thence
North 02°07'46" East a distance of 554.63; thence South 8704751" East
a distance of 623.76; thence South 87139'29" East a distance of 134.49;
thence South 06128'25" 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 02020'31" West distance of 35.95; thence South
09035140" West a distance of 139.27; thence South 359 F28" East a
distance of 189.54 to the Point of Beginning; containing 12.42 acres or
540944.21 square feet more or less.
NE 1/4, NW 1/4 12.42 Acres
NUMBEJ
RADIUS
ARC LENCTE
DELTA ANGLE
CHORD DIRECTION
CHORD LENGTH
Cl
150.00
163.57
62°28'38"
N 60°55'0° E
155.58
C3
150.00
126.30
48"14'34"
N 67°57'29" E
122.60
C4
150.00
235.75'
00°03'00"
N 42°53'44" W
212.22
P.O.C.
go50 0 50
Scale C = 50'
100
H
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W U
UW
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O
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C7
CIA
W
Z
O
CA
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z
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N
N
W
O
W
DWO BY: RH
DESIGNED BY: RA/ RH
DATE:
09/07/01
SCALE:
1" = 50'
150
PROJECT NO:
970020
PAGE:
1 OF 1