HomeMy WebLinkAboutS-1509 Map 1OWNER/DEVELOPER: N AND G CONSTRUCTION. I
P.O. BOX 1178
CONWAY, AR 72033
SOUCE OF TILTLE: INSTRUMENT # 2003047684
PULASKI, COUNTY
GENERAL NOTES:
1. Internal Streets: 4150 LF
2. Average Lot Size: 0.24 ac. (_exclude 25 &
20
3. Minimum Lot Size: 7,405 sq. ft.
4. Number of Lots: 79
5. Source of Water: Central -Arkansas Water
6. Open Space:
7. Means of Wastewater Disposal: Little Rock
Wastewater Utility
8. This property is within the City Limits of
Little Rock, Arkansas. Zoning for the
property is R=2.
COMPUTED
POINT
NW CORNER
N1/2, N1/2, SE114
SECTION I
T-1-S, R-13-W
(CENTER OF SECTION)
S 87°48'54" E
190.10,
DATE; OF SURVEY: 11-13-05
9. Monuments were accepted after being
checked with existing monuments in the area
and according to previously filed survey plats
of this area.
10, A 1/2" iron pin and identification cap
#1498, will represent all lot corners and
points along any curves.
11. The bearing and distances shown on curves
are the chord bearings and distances.
12. A portion of this property is in the 100
year flood plain noted as Zone AE, as shown
on Flood Insurance Rate Map, Panel Number
050181011 F. Map Revised October 19, 2001.
ALLENDALE MANOR SUBDIVISION
R-2
P.O.B.
S 87"48'S4" E 827.75'
cog 7 15' DRAINAGE TY
FOUND ^=c-� ---- _ 1_UTILI-- EASEMENT 71.45-
1/2" REBAR � ------
0.45 ACRES ba >Z ^i
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
_
CHORD BEARING
DELTA ANGLE
C1
34.00'
68.01'
57.23'
S 5 '29'50" W
114'315'50"
C2
40.00"
81.76"
66.25'
N 56'22'07" W
T0T03
C3
60.00
55.t4
53.22'
N 10'37'3r E
52`39'17"
C4
3$,OD'..
25.5T
' -
S 4354'25". E
38`34'42'.
--_-.-.
C5
77,00'
57.59'
56.25.1125
N 46'02'32" W
42'50'57'
C6
68.00"
57.37'
S5. 8'
S 4Y17'50" E
48.20'22'
C7
175.00'
TOT78'
197.44'
W 5Y2VO7 W
68'40'56-
C8
100.00'
226. 3'
181.11*
N 0(710'36- E
129'47'32"
C9
25.00'
39.27'
35.36'
S 470C35- E
90'00'00'
C70
25.00'
39,27'
35.36'
S 42'48'35" E
90100'00"
Ctt
25.00, 1
9.27'
35.36
N 4T11'25' E
90'00'00-
C12
25,00'
39.27'
35.36'
N 4T1 V25" E
90' '0402"
C13
5000
33.67'
33,03'
S 43'54.2"
38-0304
65.D0'
48.61'
47.49'
N 4602'32
" WCt,
4750'57'
Ct5
MOO 1
67.49'
65.51'
S 4T1750" E
48'20'22-
C34.--
-463.66'_..t
.1295.3$=
i�3.89=
W40'36'
C17
175.00'
21024'
7-83'
S5722" W
850'06'
C18
163.00'
184.26'
S574H W68*5006'
C79
37
6469'
154.87'
S 5T46'22" W
68'5006'
C20_
125.00'
150.17'
141.30 _
S 5T46'22" W
-C31 --
1-500G-D0'_.
- 18021'- --
10. 7'. _- --
S 57r46' 2" W
-8n006'---
C22
150m,
184.60'
173.17'
N 52-33'14" W
70'3043"
C23
1 30.00'
47AT
42.43'
S 21'38'41' E
90'00'00`
C24
MOO'
47.12'
42.43'
S 21'38'41" E
90,00'00
C25
30.00'
47.12'
42.43'
N 68'21'19" E
90'00"00"
C26
30,00"
1 47.12'
42.43'
N 68'21'19" E
9T0000'
C27
245-00'
1 90.50'
89.99'
S 77'13'38" E
21'09'54"
C28
257,00'`
94.94
-94.40
S 77 13.38' E
21'09'54"
C29
275.00'
101.58'
101-01'
S 77 13'38' E
21`09'54'
C30
293.00'
108.23'
t07.62
S 7T1338 E
2rD9'54"
C31
305.00'
t 12.6T
t 12.03'
S 77: 13'38" E
21'09'54-
C32
245.00'
115.96'
114.$8-
N 78'37'53" E
27'07'03'
C33
257.00'
121.64'
120.50'
N 7837'53" E
27-07'03"
C34
293.00'
138-67'
1 7.38'
N 7F37'53- E
2T07'Or
C35
275.00'
130.15
128.94'
N 763753 E
27-07'03"
716
305.00
144.35'
143.01
N 78'37'53 E
27'07'03"
C37
40
43-56
N 8156'02" W
651592
0'C38
4T'
6
45.08'
N 89'59'34" W
53'35.37-
C39
305.00'
115-81'
t 15.11'
N 77'31'20" W
21'45'18"
C40
293.00'
111.25'
110.58'
N 7T31.20" W
21'45'18"
C41
275.00'
104.42'
103.7V
N 77-3120" W
21'45'18-
C42
257.00'
97.58'
97.00'
N 7T31"20" W
1
2 1'45'$'
C43
1 245.00'
93.03'
92.47'
N 77-31'20' W
21'45'18'
C44
1 35.00,
55,62'
49.95'
5 4752.27' E
91'03'04'
C45
35,00'
54.34'
49.04'
S 47'07'33" W
a8'S6'56'
C46
402.00'
17673'
175-31'
S 7530'48' E
25'11920'
C47
65. ,."..
t .52
164a'
S 29'4015- W
14.3351"
C48
80 00'
59.60'
58 23'
N 43 43 51 E
42'4 t O2'
C49
90000'
135-77'
125.58'
N 26'1034 E
774734"
C50
t00.00'
90.76'
5167'
N 384311 W
51"59'57'
C51
305.00
7236'
72.58'
N 85'21 23 E
1 Y40'04"
C52
305.00'
68.40-
68.26'
N 7TO5'52 E
I2'50'S8"
C53
305.00,
320,
3.20'
N 6622'22" E
00'36a 1'
C34
175.00'
31.73'
31.68'
S 28'32'S7' W
IQ*2Y17'
C55
175.00'
53.93'
5332'
S 4234'19- W
17'39'27"
056
175.00'
54.45'
S4.23'
S 60't 8'49 w
1T49'33'
C57
175.00'
S3.88'
S3.6T
S 78'02'50" W
1738'2$'
C58
i75.O0'
16.26'
16.25
S 89'31'44" W
05'19'21'
I y \
�((22 ACRES �+ 3
C \
0.24 ACRES
HUNTINGTON PLACE
MF24
VALLEY SPRINGS SUBDIVISION
A PART OF THE N1/2, N1/2, SE114
SECTION 1, T-1-S, R-13-W
PULASKI COUNTY, ARKANSAS
CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
I, Jeff West, RPLS, hereby certify that this plat correctly
represents a boundary survey made or verified by me that all
surveying requirements of the State of Arkansas and City of
Little. Rock Subdivision Rules and Regulations have been complied
with and filed record as required.
/for
Signed: G!
Date o cation: December 16, 2005
Name Registered Professional
Land Surveyor: Jeff West RPLS
Arkansas
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
I, Justin Magic, P.E. hereby certify that this plat correctly
represents a plat made by me, and that the engineering requirements
of the Little Rock Subdivision Rules and Regulations have been
complied ith.
Signed: -'
Date of xecution: ecember 16, 2005
Name, egistered Engineer: Justin Magie. P.E.
o
No. 12166, Arkansas
ALLENDALE SUBDIVISION
CERTIFICATE OF OWNER
Date: L? /�- D S
Signature: jza. � �- .-1pACft '
--A f e C14V t �.0�
CERTIFICATE OF PRELIMINARY
PLAT APPROVAL
All requirements of the Little Rock Subdivision Rules and
Regulations relative to the preparation and submittal to a
preliminary plat having been fulfilled, approval of this plat
is hereby granted, subject to further provisions of said
rules and regulations. This certificate shall expire
Date
Signed,
Date of Execution
Name, L.R.
Planning Commission:_
FOUND R-2
CONa
NONU. FOUND
765.54---- a 4zso S 88°07'55" E 975.51' CONC.
_________ NU 192 20' ND
107.42' U
5 I tut. � �r„1 � l C-N- 102.41_62.52'-6232'- - 6252' 6252' 82.52 62.51' 62.52' S 67"10'55" E lf2) REDAF
0.30 ACRES I u',. a m I 6 \ 1Gs B. ; } 3 _ _ _ _ 3 62.52' 6252' 62 52' 62.53 64. 3T.53'
N w q) ^ I \'l m 3 �= 15' DRAINAGE - --'--i ...-_--- -__' 94.6T __ 60.00'
eZy, h 0.25 ACRES O �, • /UTILITY EA MENT
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O 1fiL,iY EASEMENT -'�. 0.20 ACRES 024 ACRES y
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1 • 6 .20'
OA3 ACRES �E�PJE1AC_.- 61.20' $1.20' 6/.20' 6t.20' /
O I\_�-]c7 / ORpiNPGE�__E6'" ; Ir-_________ 50 ORAI AfF[UTIl1TY CEMENT __ _/:.
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-.--:_ 0.21 ACRES 021 ACRES 0.21 ACRES 0.21 ACRES 0.2t ACRES
&3.18' 71.45' _ i
- '- - - - - - - - - - 25'_6 OG LINE
___., �___________ __ $9Ba 1UT0.1D'..Fa NENL --
\ \ 04; \ - 69.23' 65.00' 6t_20' 6,.20' 61.20` 5120' 9111• __. _ _____� _-_ w .a / ,
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I BEARING
I DISTANCE
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S 23'21'19" W
1 6.89'
BOUNDARY DESCRIPTION
A part of the N112, N112, SE114, Section 1, T-1-s, R-13-W, Pulaski County, Arkansas,
described as follows- Commencing at the NW corner of the N112, Ni/2, SE114 (which is
also the center of Section 1) thence S 87°48'54' E a distance of 190,10' to the
point of beginning; thence S 87°48'54" E a distance of 827,75' (deeded 827.5') to a
concrete monument; thence S 88g07'55" E a distance of 975.51' (deeded 975.0') to a
concrete monument; thence S 87°10'55' E a distance of 192.20'; thence S 02'52'05" W
a distance of 188.00'; thence S 87'18'55' F a distance of 2P7.10'; thence S 89`1,S'44' F
a distance of 262,20' to the right-of-way of Geyer Springs Road; thence along siad
right-of-way S 02'43'56' W a distance of 62.40' to a point; thence with a curve
turning to the right with an arc length of 38.49', with a radius of 25.00', with a
chord bearing of S 46'47'26' W, with a chord length of 34,80' to a piont, thence S
89°09'04" E a distance of 10,00' to a point; thence with a curve turning to the left
with an arc length of 15.29', with a radius of 25,00', with a chord bearing of N
73'22'42' E, with a chord length of 15.05' to a point, thence S 02'43'56" W a
distance of 70.06' to a point; thence with a curve turning to the left with an arc
length of 16.89', with a radius of 25.00', with a chord bearing of N 69°44'29' W, with
a chord length of 16,57' to a point, thence N 89°09'04' W a distance of 10.00' to a
point; thence with a curve turning to the right with on arc length of 40.05', with a
radius of 25,DO', with a chord bearing OF S 43°12'34' E, with a chord length of 35,90'
to a point, thence S 02'43'56' W a distance of 182.301 to a point; thence leaving
said right -of way N 88°02'10' W a distance of 140.00' to a found 112' rebar; thence S
02°25'50` W a distance of 124,I3' to a found 1/2' rebar (deeded 125.0'); thence N
87°53'59' W a distance of 1765.72' tot a found 112' rebar (deeded 1785,00% thence
N 02'09'01' E a distance of 451.00' to a found 112' rebar (deeded 450.00', thence N
63°17'23' W a distance of 419,00'; thence with a curve turning to the left with an
arc length of 176.73', with a radius of 402.00', with a chord bearing of N 75°30'48" W,
with a chard length of 175,31' to a found 112' rebar` which is the point of beginning,
containing 28.00 acres
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1 ACRES 0.21 ACRES 0.21 ACRES 0.2z ACRE - 0.31 ACRE i
1Y EASEM N1 1_I _ 1J
'3.00' 65.00' _ _ 65.00' _ _ 64 4."' °
N 87°53'59" W
WOODFIELD SUBDIVISION
R-2
MADDEN MANUFACTURING CO., INC.
PCD
LED BY THE SPIRIT OF GOD CHURCH
0-3 F- -
227.10, 262.20
S 876I8'55" E S 89°13'44'
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76.00' _____1.$ �AINAOF� TI ITY pA M J`'
fi6.00' 66.00" 66.00'
66.00' 66A0' 7s5a' /04.02'
1785.72'
LIMITS OF
DETAILED
STUDY
FLOOD
ZONE
II
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FOUND
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1/2" REBAR
140.00'
N
88°02' 10" W
Ern M
LED BY THE
SPIRIT OF GOD
CHURCH
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1/2" REBAR
METHODIST LITTLE ROCK DIST BOARD
OF MISSIONS AND CHURCH EXTENSION, INC
R-2
VICINITY MAP
SCALE, NTS
,t111111111,I„I„
STATE OF
ARKANSAS
:fib' Q 98 cc!=
an,�
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AL LAI"O
///,11111110"', \\
ADDITIONAL 5't OF
ROW DEDICATION
EX 6'-6" WIDE X 4'-8" TALL
TRIPLE BARREL BOX CULVERT
ADDITIONAL
DEICATIN
WEST LAND SURVEYING
420A HWY 287 VILONIA, AR 72173
501-849--2859 501- 733-2144
I[aLAlIMl11 ; G tgIIISSION
Ar; riL\ ,EO�"I'Q,1i:: CQ,NDITi0N5,
AS
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PAINUTE RECORD DAT ...mot
DATE:
1 p�''}}
BASIS OF REARING ARE FROM l E u E N L
G.P.S. OBSERVATIONS, ARKANSAS z-
STATE PLANE COORD. SYSTEM
(NAD83) NORTH ZONE.
O SET 1/2' REBAR & ID CAP
0' 100' 200' 300' O FOUND MONUMENT CAS NOTED>
�-_--� --� ■ FOUND CONCRETE MONUMENT
COMPUTED POINT
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ENGINEER
No. 12166
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