HomeMy WebLinkAboutS-1509-C Map 3OWNER/DEVELOPER: N AND G CONSTRUCTION,.INC,-
P.O. BOX 1178
CONWAY, AR 72033
S.OUCE 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
proper " D-'
COMPUTED
POINT
NW CORNER
N1/2, N1/2, SEI/4
SECTION I
T-1-S, R-13-W
(CENTER OF SECTION)
S 87'48'54" E
190.10
DATE OF SURVEY: 11-13-05
VALLEY SPRINGS SUBDIVISION
A PART OF THE N1/2, N1/2, SEI/4
SECTION 1, T-i-S, R-13-W
PULASKI COUNTY, ARKANSAS
9_ Monuments were accepted after being CERTIFICATE OF PRELIMINARY
checked with existing monuments in the area
and according to previously filed survey plats SURVEYING ACCURACY
of this area.
I, Jeff West. RPLS, hereby certify that this plat correctly
10, A 1/2" iron pin and identification cap represents a boundary survey made or verified by me that all
#1498, will represent all lot corners and surveying requirements of the State of Arkansas and City of
points along any curves. Little Rock Subdivision Rules and Regulations have been complied
11. The bearing and distances shown on curves with and filed or record as required.
are the chord bearings and distances.
Signed:...-
12. A portion of this property is in the 100 Date o 4C! on: December 16, 2005
year flood plain noted as Zone AE, as shown Name Registered Professional
on Flood Insurance Rate Map, Panel Number
050181011 F, Map Revised October 19, 2001. Land Surveyor: Jeff Weft. RPLS
ALLENDALE MANOR SUBDIVISION
R-2
No,_l-Q�Arkansas
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
I, Justin Magic. P.E. hereby certify that this plat correctly
low represents a plat made by me, and that the engineering requirements
of the Little Rock Subdivision Rules and Regulations have been
complied Yegistered
ith.
Signed:
Date oecution: ecember 16, 2005
Name, Engineer: Justin Magie, P.E.
No. 12166, Arkansas
ALLENDALE SUBDIVISION
]-.U.". FOUND R- 2
S 87048154" E 827 75' CONc.
CERTIFICATE OF OWNER
Date: /_Z_//o-OS n
Signature: . �, �r tic &,24 -
/7 a- .R
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.
PIanning Commission:,
MADDEN MANUFACTURING CO., INC.
PCD
CO6
NON
FOUND
FOUND - 75 DRAINACE,[UTILItt EASEMENT
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N
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CURVE
RADNS
ARC LENGTH
CHORD LENGTH
CHORD REARING
DELTA ANGLE
Ci
3COO'
66-Ot'
57.23'
S 5 '29'50" W
114'36'50"
C2
40.00'
61.76'
68.25'
N 56'22'07" W
1 1 T0T03
C3
60.00
55.14'
S3.22'
N 10-37132" E
52'3VI7'
C4
38,00'
25.59'
25.11' ,.
S.4T54'25"_E
38'34'42`
C5
77.00'
S7.59'
56,25'
N 46-02'32" W
42'50'57'
Cs
68.00'
S7.3T
55.68'
S 43'17'50" E
48-20'22'
77
175.00
209.78'
197.aa'
N 5S2807" W
68'40'56'
C8
100A0'
226. 3'
181.1V
N 00'10'36- E
12947'32"
C9
25-00
39.27'
35.36'
S 42'46'35 E
90100'00'
C10
25.00
39.27'
35.36'
S 42-4835" E
90-0000"
C11
25,00'
39.27'
35.3W
N 47-11'25' E
60'00'00'
C12
25.00'
39.27'
35.36'
N 47'11'25" E
90'00'00"
C13
50.00'
33.67'
33.03'
S 43'54'25" E
3834'42"
714
65A0'
4&61'
47.413
N 46-02'32" W
42-50'57-
C15
80 00' 1
67.49
-- - t'
S 43 17'50" E
48-20'22'
C16
163.00' 1
195-39,
193.90'
N 53'2W07" W
68'40'56"
717
175.00' 1
21024'
197.83'
S 57'46'22 W
850
C18
1630'
195'
-
184.26'
S 57'46'22" W
680'006'
C19
137.00
'
S 5T4622" W
68'5006"
0
12 .00'
150.17' -._-
141.30'
S 5T4622" W
-C21 _
1 ...00'-
18"1
"-169..57- -
_S3Ta�"E2" 1/
6850706-_..
C22
150.00'
184.60'
173.17'
N 5T 33'14" W
70'30'43-
C23
30.00'
42.43'
1'8a
90'00'GO "
C24
30.00'
.
47.12'
tt" E
90'00'00"
C25
30.00'
47A2'
42.43'
N 682VI 9" €
90100'00"
C26
30.00'
47.12'
42,43'
N 68'21'19" E
90'0000'
C27
245.00'
0.50'
89.99'
S 77'13'38" E
21-09'54"
1
257:00
84.94'
94.40--
S 77-13'38' E
21'0954"-
C29
275.00'
1 101-58'
101.01'
S 77-13'38" E
21-09'54-
C30
293.00'
10823'
107-62'
S 77'13'38" E
21'09'54'
Cat
305110'
112,87'
112.03'
S 77-13'38" E
21'0954-
C32
245.00'
115.96'
114.e8'
N 793753" £
2r07'03'
C33
257,00'
121,64'
120.50'
N 78'37'53" E
27'07'03`
C34
293,00'
138.67'
1 7.38'
N 7837'53" E
27'07'03'
C35
275.00'
730.15'
128.94'
N 7837'53 E
27-07'03-
C36
305A0
144.35'
1a3.o1'
N 78'37`53 E
27-07'03"
C37
40-00'
46.07'
43-56'
N 81 56'02" W
65159'12
C38
50.00'
46.77'
45.08'
N 89 59'34" W
53.35'37"
C39
305.00'
113.01'
115.1 t'
N 77-31-20" W
21'45'18'
C40
293.00'
111.25'
110.58'
N 7731.20" W
214518-
C41
275-0]O
104.42'
103.7V
N 7T31'20" W
21'45'18'
C42
257.00'
97.58'
97.00'
N 7T31'20" W
21'45'18'
743
245.00'
93.03'
92.47'
N 77*31'20" W
21.45'18"
C44
35.00'
55.62'
49.95'
S 42'52'27" E
91-03.04-
745
35.00'
54.34'
4904'
S 4T0T33" W
88'5656-
C46
402.00'
17633'
175.31'
S 75 30'48" E
25711'20'
C47
16
1641
. 290".W
14'33'.51"
_.65.00'
C48
80
62'
823'
N 4343'51" E
42'41'02'
C49
100.00'
135-77'
125.58'
N 26'10'34 E
77-47'34'
C50
100.00'
90.76'
87.67'
N 38*43'11" W
51'59'57'
C51
305.00
72-76'
72.58'
N 85'21'23" E
1 X40'04'
C52
305.00'
68.40'
68.26'
N 72'05'52" E
t 2'5q'S8'
C53
305-00,
3.20'
3.20'
N 65722'22" E
0736'01'
C54
175.00'
31.73'
31,68'
S 28'32'57" W
10123'17"
C55
175.00-
S3.!)Y
53.72'
S 42'34'19" W
17'39'27"
C56
175.00'
54.45'
54.23'
S 60'i$'49 W
17-4933'
C57
175.00'
53.88'
53.6T
5 7502'S0" W
17 38'28"
C58
175.00'
16.26'
16.25
S 89'3i44"
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0 4 � \/he %_ N\$- t 7 ��s. \ \/ �, 62.52 62.52' 62.52, 6252' 62.52' 62.52' -6252' ___---______-- -- „ I'-��, LED BY THE SPIRIT OF GOD CHURCH
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ED
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S6\og3f ti-' - ANvAb�/OM t'ASEt+EN `----- _ r'� S $7°I$' FLOOD ZONE
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0.54 ACRE$ O N 76 N 75 m 74 0 0 oN N h �,^, \ `\ 64.3 b 25
11 r u, 70 69 66 67 0 / e+tr IACRE- - `-�--k
0.31 ACRES. 0.4 ACRES 20 ACRES °` t^ to -'1� 66 0$a g
______ � 20 ACRES `\• !
-- 020 ACRES 0.20 ACRES 0.20 ACRES 0.20 ACRES 20 ACRE$
_ _ 0.20 ACRES 0.24 ACRESy 0.48 ACRES y„ \Y >� - \ `^-• NAGS,
69.23' 6g-OO` �.� o 0 � - 75` pRpINACiE UTI IN EASEMENT - c
79 Yr'" - 61.2a' s,.20' 6120' 6120' 6t.20' 6,.20' 6Lz0' 6L20' 6t.20' /mN <n
0.43 ACRES -�'
E UT161't�E ,"��' _____� ___ _ 50 ORAI __G_-_ SEMENT '�'' ,-"+�^"J.}�_ _
7Y %/" $m / % _ FLi
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50 n 61 0 52 H 53 N 54 �m o 56 b""o^L' Ng',�it'65 /n. /� 0.18 ACRES0.38 ACRES ��RES h 0.23 ACRES 0.23 ACRES 257 z SS59 0'660 f61 0 ' 62 0 ^ 63 0 `0.21 ACRESz z 64 �"� \ 0 ACRES i 2�y5 0.21 ACRES z 0.29 ACRES
'S 1 \ �• _ _ _ 0.21 ACRES 0.21 ACRES 0 21 ACRES 4.21 ACRES 0.21
ACRES
HUNTINGI ON PLACE J 4 -a 0.21 ACRES m /
MF24 55p2 ` - - - - 0.21 ACRES _ - - - 021 ACRES 0.2, ACRES 30 W - n ti
-~ 25' RDG LINE_
5 ,y6Q ♦ �• 83.18' n.45' - -' ___ ___.. �____ __ _ - -- _
\ 69.23' 65.00' t20 _ t5�_D$AI LUIIRY _ J�vv
.-E� 61ENL_ / 0.22 ACRES
61 20' /
48 ` >Sg -._._- - -_-- - SL20'- 6t.20' 6t.20' S120' 61.20' Bt20 6t.34 �9/,l�Se>
t 0.42 ACRES \. \ 4 76.. - _ _ S e_t46-35' E - -. _ p0 D�' >' ]ago i
:• ata.+i'- - RROI'9SED SI3Sa1NflFE DR {59 R$w� =C S a
48.84' 65.00' 65.00' �°b� i^ ^i-__'_"'__ ✓ ,Qi%
G5-- -•-- _.- _.
`" `� U'Ty17Y EASEM€Ni'_-_69.43_A r- _98� Su C'� 76.Oa 66.00 6600 66.00' 66.00 J "� ,Gp.24 ACRES
C\i o r �y1 pA S 3 u 5 BLOC llry $ ' - IY-' i- - _ ., i (r - - 4t5� q-Fl1TIl�IY' 66.00 --49.20'
47N^ itWi i al I I e @ sLOG-u --- - -' gi
ACRES a �' 46 ro n ;v n M r^ :n i II N l .., I m `'� - m .°� z 2 $
2 I Nn NRN �o ^o �'n Ilah IR Q�P. bI ^g v o 32
ti h Y N R I ' p o NQ 0.28 ACRES /
0.27 ACRES o p N N ,R..
FOUND H 45 m 44 z 43 z 42 41 11;1 40 I i " �o - 1 1 39 38 37 3g 35 34 _ 33 il'a 0.27 ACRES �s>,
1/2" RBHAR ---_ J�-LA1ACE TiL�TY -- ACRES
EASE-
I f i69
58.56' 703.44' 78.09 63.00'
' 85.00' 69.43' 1 96.00 76.00' ------ _--"- DRAINAGE.fUT1- - EMEN
66-00' 66A0' LB8:00'-66.00' _
N $7°53 5g" w -"- - -
LINE
HEARING
I DISTANCE
L1
S 23'21'19" W
1 6.89'
BOUNDARY DESCRIPTION
A part of the N1/2, N1/2, SE1/4, Section 1, T-1-s R-13-W, Pulaski County, Arkansas,
described as fottowss Commencing at the NW corner of the Ni/2, N1/2, SEI/4 (which is
also the center of Section 1) thence S 87°48'54H 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 88'07'55' E a distance of 975.51' (deeded 975.09 to a
concrete monument; thence S 87'10'55' E a distance of 192.20'; thence S 02'52'05' W
a distance of 1S8,001) thence S 97'1S'55' F a distance of 2P7.10'; thence S 89'13'44' E
a distance of 262,20' to the right-of-way of ueyer 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 poont, 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 an arc length of 40.05', with a
radius of 25.00', 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 182,30, to a point; thence leaving
said right -of way N 88'02'10" W a distance of 140.00' to a found 1/2' rebar; thence S
02,25,50, W a distance of 124,13' to a found 1/2' rebar (deeded 125.0'); thence N
87'53'59" W a distance of 1/85,72' tot a found 1/2' rebar (deeded 1785.00% thence
N 02°09'01' E a distance of 451,00' to a found 1/2' 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 chord length of 175,31' to a found 1/2' rebar which is the point of begir4nimg,
containing 28.00 acres
WOODFIELD SUBDIVISION
R-2
_ 10a.02
1785.72'
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26
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3.03 ACRES
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140.00,
N
88002' 10" W
'gl
_
LED BY THE
SPIRIT OF GOD
i
CHURCH
o
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METHODIST LITTLE ROCK DIST BOARD
OF MISSIONS AND CHURCH EXTENSION, INC
R-2
1/2" REBAR
VICINITY MAP
SCALE: NTS
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11111111111, N1, ,
,``���•`4c� ,IS TERO
, STATE OF
ARKANSAS
*�O 198 0
p AxE n_
LAND
""fill III 110,0
ADDITIONAL 5't OF
ROW DEDICATION
EX 6'-6" WIDE X 4'-B" TALL
TRIPLE BARREL BOX CULVERT
ADDITIONAL 5'i OF
ROW DEDICATION
WEST 1 LAND SURVEYING
420A HWY 287 VILONIA, AR 72173
501-849-2859 501-733-2144
BASIS OF BIARING ARE FROM
G.P.S. OBSERVATIONS, ARKANSAS
STATE PLANE COORD. SYSTEM
(NAD83) NORTH ZONE.
0' 100' 200' 300'
RE
DEC 1 4 2005
L EGEN.D
O SET 112' REBAR & ID CAP
O FOUND MONUMENT (AS NOTED)
a FOUND CONCRETE MONUMENT
A COMPUTED POINT
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