HomeMy WebLinkAboutS-1172-C Map 3OWNERS / 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
LEGEND
- - - -
- -
CENTERLINE PROPOSED RDWY
We, the undersigned, owners of the real estate shown and described herein, - -
-
EDGE PVMT PROPOSED RDWY
do hereby certify that we have laid off, platted and subdivided, and do hereby - - - -
- -
- 26 SETBACK
lay off, plat and subdivide said real estate in accordance with this plat.
PROPERTY LINE
nc(- ?-1 --O t Hutmicu C struction & Developipent, Ina
- - e
- UTILITY/DRAINAGE EASEMENT
LOT LINE
Date of Execution Name e
SET IRON PIN
Address:24_Pine Manor Little Roc_ k,_Ar 72207
Source of Title: D.R. Page ,, ; s t °
A
SECTION CORNER
POUND IRON PIN
Instrument No. 98-022900 C 1 'a
n "e
®
LOT NUMBERXX
e� f,
�
COMPUTED POSITION
F
L
0
(
87032'12°" E 300.00'-(iD)
_ --- S 8704141" E 2 .92"-(A)
P -
LOT 11
s
** BASIS OF BEARING WAS ESTABLISHED BY USING PAGIS MONUMENT NO.2069
AND AZM MK 2069.
NAD 83
PAGIS INFORMATION
I HEREBY CERTIFY THAT THE ABOVE PROPERTY
°°°°o°°°
PT #
N.
E.
ELEV.
DESC.
DOES NOT LIE WITHIN A 100 YEAR FLOOD PRONE AREA.
GI q T-E °°
°°°°°
42
121947.987
1184790.674
304.38
FOUND #4 REBAR
REBAR/CAP R.LS#1264
SOURCE: CITY OF LITTLE ROCK, FIRMA MAP
=° ��^°°°°°°°°°°°! �',
°°°°°
2268
2269
121951.363
122105.628
1184697.827
1184587.692
SET #4
SET #4 REBAR/CAP R:LS#1264
PANEL NO. 050181 0020E
,TATE of
ARKA s
2081
122242.950
1184610.900
SET #4 REBAR/CAP R11.S#1264
DATED NOV. 3, 1993
No 1
°=
0 2082
122278.867
1184612.374
SET #4 REBAR/CAP RV:S#1264
2083
122284.062
1184485.343
SET #4 REBAR/CAP RI S#1264
THIS SURVEY MEETS OR EXCEEDS THE 1: 10,000
o
0 2174
122423.886
1184317.099
SET 44 REBAR/CAP RLS#1264
MAXIMUM ERROR OF CLOSURE PER MINIMUM
C o s cNAr"Ra
° "�
2220
122518.684
1184306.343
SET #4 REBAR/CAP RILS91264
STANDARDS
°
�NLp
Qo 103.3
122524,180
1184171.967
SET #4 REBAR/CAP R;-S#1264
e'
aLBE4a o
12
123332.881
1184205.131
314.72
SET PAGIS MONUMENT 2089-0211
9
123320.816
1184504,808
311.26
FOUND #5 REBAR
L�I�� ?°,°°
51
123307.796
1184841.257
307.47
SET PAGIS MONUMENT 2089-0212
49
122737.972
1184826.077
303.87
FOUND POST
BASELINE
1032
122548.152
1183548.668
SET PAGIS MONUMENT 0211-0266
ROAD 110' ROW
32
121993.905
1183528A59
318.35
SET PAGIS MONUME114T 0211-0267
EDGE MIST. PVMT.
526
122109.23
1183650.51
FOUND STONE
�-
-
PHASE II
79
S 87°42'58" E 336.29'-( )
t 87°47'01" E 336.70'-(, 1
N- -
We of Execution Name, pO\)
L.R. Planning Commission
Vicinity Map
1 "= 1000' LOT 12
10 2 ° LOT 14
_ I00.0o' S 87047'51" E 623.76' 10 3
25.i 0" i 25. 0' 75.00' 63.37' N 87 3929 W 134.49'
r 80.00' --65.00' 65.00' io' EASEMENT 65.00' 2 i
- 65.00' 124.89' ® LOT 25
'ln I D' EASEMENT
o Z
<r I
w
I
N i �, o �� 6 61 60 - 59 �N 5 LOT 1'3
S 87040'24" 1 �� I �, D8 i '\
E 120.00' i W °O LOT 26
_
I' EASEMENT - - -
66 �I W`'d' 55.01' T63.32'
Q \ j 65.00' 65.00' 10' EASEMENT ; 174
9o°P33° _
120.00------ -- ---- ---_
50 R/W) WEDGEWOOD CREEK DRIVE LOT 87
F w
,��--� ------ 0S 87050'41" E 488.--- -
--�--- r
LOT 27
56.26= 65.00' v o 165EA.S0E065.00' 65.00'
65.-.0-'
0,- 062 51' 54.80' N
Q0 _ 10 EASEMENT
120.00' _ W I - 25' BUILDING SETBACK
ui r
LLJ 10
_ j � ' 97 W 96 I I 95 94 Co I w z �''',\ ��s. 88 LOT 28
I N O 93 92
oi� M 91
0 0 �� 68 �; I o i �6 Q 90 89 N�
N I o 1 w m 6> o i n
z�, UJI
�� _� a� ��N o® N873929 W127.14'
Z L I d I I ti I z I 20' EASEMEA�T I o a>_ _ --- - I
120.38' _ I i 7- 3 - L _ I I - o - \ c 7,5' EASEMENT
_I L- �� o�
75.32 65, 00' 65.00' 65.00' �- N
° 65.00' 65.00' 65.00' _ _ G EASEMENT
12' EASEMENT 1 - 14D.32' S 87 56'S5" E 91.39' - �15.00' Cj
- - 109.22' 109.39 I o
69 ` 10' EASEMENT fi5.00' 65.00=- _ 65.00' 65.00' 65,00' 81
z
W
98
N `° 100
M tS 87°40'24" E 136.C5' oo \ \ I 101 102 103' I_ .�
Z N,= 10� I I 104 m 06 m 10
20 BUILDING SETBACK Ch
� Q
���
w
'15`-
\ 32-1- �-. 25 BUILDING SET'BACI{
- - - - -
N R=50' R/W - - - I- 10' EASEMENT L_ I - - - - _
65.00` 65 00' 65.DD' 65.00' 65 00 -I C 10 EAs'E {ENT
--- ----
Certificate of Recording ° �°
This document, number100/0935i3yfiled for record
2001, in Plat Book (T- , Page ,21) :
correctly shown hereon and that all surveying requinFVients'of
-j rkt l 01101 I f t r
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 z Regulations hav a complied with.
q-2 - CA
Date of Execution Registered Pro a sional Land Surveyor
No. 1264 Ark sas
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.
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.
2j er)
LOT 33
LOT 32
LOT 31
LOT 30
--- -------------- 65.00 6,5.00' -
f 65 r -
N 87°25'S4" E 100.38' 00 6a00 i/
�. R-4oi cvR6 N �� --- - - - -- -- WEDGESIDE DRIVE 50
F a \ 90Y �--_-----_- -- N 875514" W 652.85 - -
w
~ o 52O613.39, II 65.00' 65.00_6-5.00'
- -65.00 -6-5.006
m 5-4.-45-'N - - - /
-- - 10' EAFMET , N00\ 15�
i� DETENTIONIo.56'
IF zs PONDo 73
46.59' I r� 78 N ti� 80i 81 82 CO ti �� Gy
N ) 83 84 w (36
Z/ N 85
o L 20 EASEMENT �_ z 0
178.41' 64.71' 10' EASEMENT
65.00' 65.00' 65[32-1.06 - - N o r
Found No.5 Rebar 65:00 65.00' t 65.00' L -- __ 10' EASEMENT 65.00' -- z
S.W. Corner, NEl/4, a „ 6a00 65.00' -
NWI/4, Section 5, N 87 5502 W 1170.54'-(A) 65.00 - s5.00' - - - N 8745'00" VV-(D)
T-1-S, R-13-W. N 87045'00" W() N 87"D 115,26' ,
5502 W 92.91-(A
U268 Found Nq.5 Rebar
S.E. Corner, NE1/4,
NW1/4, Section 5,
T-1-3, R-13-W.
0
Ja
,s
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M
00
Lo
CD
0
Lot #
N
SQ. FT.
Acres
57
10779.22
0.2475
58
7376,70
0.1693
59
7353.13
0.1683
60
7356.61
0.1689
61
7360,08
0169,7
62
7363,56
0.169F0
63
7179.47
0.1643
64
841&78
0.1933
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
02754
73
9209.02
0 2111
74
7526,98
01723
75
7394,67
0.1693
76
7394.91
0.1693
77
7395.15
01698
78
7395.38
0.1693
79
7395.62
0.1698
80
7395.86
01698_
81
7396.10
01698_
82
7396.34
01698_
83
7396.58
01698
84
7397.94
01698
85
8863 59
0.2037)
86
12035.07
0 27Ca
86
18468,28
0,4240
89
11117.41
0 2552
90
8515,97
0195'i
91
7189,50
01650
92
7337.22
01681
93
7344.88
01685
94
7352,54
01683
95
7360,20
01690
96
7367.87
01691
97
8543.36
0.1961
98
12616.39
0.2896
99
7386.19
01696
100
7388.26
01696
101
7390.33
0.16W
102
7392.41
0,1697
103
7394.48
0A698
104
7396.55
0.1698
105
7398.63
0.1698
106
7400,70
0.1699
107
7402.77
1 0.1699
108
7402.25
01699
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 I South, Range 13 West, and a part of "Tract A" of
Garretes 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 run thence N
87055102" 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 0200746" East a distance of 554.63; thence South 8714751" 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 873979" 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°3 F28" 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
CURE
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD D1REC11CN
CHORD LENGTH
C1
150 00
163.57
62°28 38'
N 60 55 0 E
155.58
C2
150.00
126,30
48°14'34"
_
N 67°57 29 E
122.60
C3
150.00
235.75'
90°03'00"
N 42'53'44" W.
212.22
P.O.C.
42 50 0 50 100
Scale I" 50'
150
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DWG BY: RH
DESIGNED BY: RA/ RH
DATE: 09/07/01
SCALE: 1" = 50'
PROJECT No: 970020
PAGE: 1 OF 1
5'-f1-72-
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