HomeMy WebLinkAboutS-1509-A Map 2OWNER/DEVELOPER: N AND G CONSTRUCTION, INC.
P.O. BOX 1178
CONWAY, AR 72033
SOURCE OF TITLE: INSTRUMENT # 2003047684
PULASKI, COUNTY
GENERAL NOTES:
1. Internal Streets: 3594.90 Linear Feet
2. Average Lot Size: 0.28 Acres
3. Minimum Lot Size- 0.19 Acres
4. Number of Lots: 80
5. Source of Water: Central Arkansas Water
6. Open Space: 1.14 Acres
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, SE1/4
SECTION 1
T-1-S, R-13-W
(CENTER OF SECTION)
S 87048'54" E P.O.B.
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.
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ALLENDALE MANOR SUBDIVISION
END OF
R-2 EXISTING
STREET]
VALLEY SPRINGS SUBDIVISION
A PART OF THE N1/2, N1/2, SE1/4
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 for record as required.
Sign e d:
Date of ' cution: April 18. 2008
Name Registered Professional
Land Surveyor: Jeff West, RPLS
Arkansas
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
I, Justin Magie, 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 h.
Signed:
Date Execuzion:;Ap�ri]18, 2008
Name, Registered Engineer: Justin Mag'ie, P.E.
No. 12166, Arkansas
CERTIFICATE OF OWNER
Date: Y-01-or
Signature: N-,
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:
N FOUND
ALLBINLIALE aU13L1V1b1U1N
S 87048'54" E 827.75' U R-2
15' DRAINAGE UTILITY EASEMENT MOND.
- -----------------
S 88007'55" E FOUND
��---------- ll2.68'___- � 38.92 S 88'0]55 E s fl � 5 •7 975.51' 192.20'
1/2" REBAR / - aesa=-- E s a
.94Ja E 94✓e. E 7010'5 >,
L=176.73' \� N NEIGHBORHOOD W o a��m• 1 -C 2 N'. s a 3 Ss ; 6 -- - -- - 4 --��- -- 1 �DRAI AGE/U UNE ASE N E -aim'-- -5 �' 5 -- - ---_ 8 5 E E I/Z" REBAR MADDEN MANUFACTURING CO., INC,
Q OO 3 880 '�5 a 88'0] QS 5 0' 6 BB'07 �5 8 S ONO• 5
PARK
R=402. 00' \ B4J o 1.14 ACRES o� 02 ?,, 0.33 ACRES +- i 0.20 ACRES m 3 N P 4 -iov 5 o g 6 7 '^ - 9 ; to ; 3 7 3 J I
4=2511'20" \ �\\\\ ��p �' m 0.20ACRE5»m nN .'16 ACRES 0.19ACRES�m 8 �g o$ 10 it 0 12 13 �8 '8 3 PCD
O P n 0.19 ACRES 0.19 ACRES.' m a m o
i" 14 15 $ 8 17
' , .•-I z _ ` m o' o c c n 0.19 ACRES"] av 0.19 ACRES-. n 0.19 ACRES m H0.19 ACRES' NO.t9 ACRES • v�i m ¢ N m 16 a •�' I
C LEN=175.31 TY �' - N - _ _ 0.f9 ACRES • w0.19 ACRES' m 91 m
.•40 / m m m m o' o - - - - o - 0=0.19 ACRES.. a0A9 ACRES. p 0.26 ACRES
BRG=S 75030'48" E G 48 - s eao s� E -€a7s - - - - - - - - - - - -m - - " ?5-B 0 LINE - m _ m N O.4J ACRES �• o 'n
�c O 0.31 ACRES \`1 S __84.7Q'_ __€479'- __63.78f 1 D '° `+ he 08 I O
419 CtVU cL" s o7ss E s o 5--s4.7e-- --€aka - eia� W ea�� T �sre---a4>s-- - -
�Q' S / ]' S 88'0755' E 34.78'-___8478`_ I 07
o i--------_-- - - - - - PR 0 s aroTss E --€s38 - c2a - y�"' $ LED BY THE SPIRIOT 3 F GOD CHURCH
5 � AIiC�3PRINSaS� _50 RO oafs �t
S 88 07
ROAD
IS ;�-n Ac nr a Oy
O
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v
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U
BOUNDARY LINE/CURVE TABLES
CURVE
RADIUS
ARC LENGTH
CHORD LENG
BC1
25,00'
38.49'
34.80'
S 46"47'26 W
88-12'50"
BC2
25.00'
15.29'
15.05'
S 73'22'42" W
1 35'02'19"
BC3
25.00'
16.89'
1 16.57'
S 69-44'29" E
I 38'42'S5"
BC4
25.00'
40.05'
1 35.90'
S 43-12'34" E
1 91-46'45"
LINE
BEARING
DISTANCE
BLt
S
02'43'56"
W
62.40'
BL2
S
89-09'04"
E
10.00'
BL3
S
02'43'56"
W
70.06'
BL4
S
89-09'04"
E
10.00'
SUBDIVISION LINE/CURVE TABLES
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
-1
35.00'
55.62'
49.95'
S 42'52'27" E
91-03'04
C2
3500'
54.34'
49.04'
S 4TOT33" W
88'56'56'
C3
305.00'
107.13'
106.58,
N 81'32'17" E
20'07'27
C4
275.00'
96.59'
96.09'
N 81'32'17" E
20'0T27
C5
245.00'
86.05'
85.61
N 8 E
2007'27
C6
305.00'
65.04'
64.92'
50'17"
S 80-50'36" W
12'13'O6'
C7
305A0
27.88'
27.87'
S 8T34'17" W
05'14'15"
C8
275.00'
1 99.42'
98.88'
S 81*49'59" W
20.42'51"
C9
245A0'
73.23'
72.96'
S 89.36"9 " W
1T07'30"
CIO
245.00'
15.35'
15.34'
N 89'36'16" W
03'35'21
C11
130.00'
50.47'
50.15'
N 76-41'17" W
22'1437"
C12
130.00'
49.90'
49.59'
N 54'34'12 W
21'5932"
C13
13-o7o
S3.is'
52.81'
N 31'S1'15 W
23'2622"
C14
130.00'
50.56'
50.24'
N 08'59'31" W
22'17'05
C15
100.00'
157,01'
141.3T
N 42'4947" W
895736.
C16
70,00'
27.14'
26.9T
N 76'42'09" W
22'12'52'
C17
70.00'
82.77'
78.03'
N 31-4321" W
67'44'44
C18
75.00'
117,44'
105.80'
N 47-00'33" E
89.43'04
C19
100.00'
156.59'
141.07
N 4700'33" E
89'43'04"
C20
125.00'
1 26.76'
2K7
N 08'16'56" E
12'15'50''
C21
25.00'
17.16'
16.83'
S 05-14'59" E
39'19'41
C22
60.00'
15.48'
15A4'
N 17'31'22" W
14'46'56'
C23
60.00'
S8.17'
55.91'
N 17-38'25" E
55'32 38'
C24
60.00'
43,59'
42.64'
N 66-13'35" E
413742'
C25
60.00'
33.40'
32.97'
S 770U49" E
31'53'30'
C26
25.00'
17.16'
16.83'
N 80'4355" W
39'19'41"
C27
125.00'
17,51'
17.49'
N 83*3700" E
08'01'31"
C28
125.00
9T25'
9.25'
N 89'44'55" E
dWl 4'19"
C29
175.00'
60.22'
59.93'
S 7TI6'23" E
19-43'04"
C30
175.00'
72.98'
72.45'
S 56'28'O7" E
23'53'39"
C31
175.00'
79.40'
7872'
S 31'3V19" E
25-5946"
C32
150.00'
182.23'
171.23'
S 53'19'41' E
69'36'29"
C33
1 125.00'
151.86'
142.69'
T53'19'41" E
69'36'29"
LINE
BEARING
I DISTANCE
L7
N 87-10'55" W
15.05'
L2
N 8F07'55" W
14.26'
END OF
EXISTING
STREET
HUNTINGTON PLACE
MF24
FOUND
1/2" REBAR
10
Y
TRENTON LANE
LIBERTY COVE
VALE CUTOFF ROAD
VICINITY MAP
SCALE: NTS
_s-8fl'DZSS'� S80'Il]S5'p o7 85.13- \� _
L�25�' IB� LANE N EASE ENT- - - - SH6025SS S..88.0735_E IiBB'O7 I 5 0 •, " 262.20' STUDY
s- �: m N- 3 1855 E
49 r - - �\ 87 S 89013'44" E FLOODS ZONE
" 53 and 8' 0 58 S 57 "� S' �'---------10--------------------216-Jz-- -
" 50 51 Y`1 52 ��'2 \ \ � j0 "` �_- t E N
0 ACR 6g
n 0.3 S o S � � o o \
'� F yw� m 0.21 ACRES m 0.21 ACRE$ o ^0.21 ACRE6 I � 021 ACRES ^� 54 55 n g it iv R 59 $ 59 ?�$ 60 m a P i �y nn\ \ \ \ N 1•Ia'� 15' DRAINAGE UTILITY _ASEMEN'
Otl \ N I I O'- 0.21 ACRES :^ a 0.21 ACRES •_ v_0.21 ACRES :" a 0,21 ACRES N y 021 ACR N N - 61 I- a 62 63 9 /
I 46 1 P I T --_-_ I I - ----- o __--- o -_--_ p ^----_� a 0.21 ACRE n y 0.21 ACRES » a 0.21 ACRES 025 ACRES ��.Ui 0.24 ACRES ��� \N� YP - �F I <-
______
o 025 ACRES ; L ----- m m m s- 20 m E TINGm
O I w Iry 1 _-_-__ _ 1^ m m 0.25 ACRES 1 26 ACRES m ms.ar 6sso ----- ------ Sao STIEETG
"" 1 S BT50'S9• E I-1 1 oln S BSSF' S 54'J8" 50' D NAGE/UTILIT" EASEMENT -J L--_-_-- _ - , -SAC'\ + 22 - -_ - - -
W - E Ja, 30' BLDG LINE BLZ
65.32'65.32' 1�°' \ 1(0 ml 3 f28.Y' 42.60 65.3 -- S 88'0__•__-00_ 6 .18' 860 E-- 85A2---- 85.32 6. 8 6 88'o7z 6T �p k^ N 662 / / _ _ _
0.2 4'A5CRE5 to I'Px '^I' ^m�i Ql 80 0 __t .]3 S 60�SS E 2.00' E I rN-___ 88.18' 07 B6A886'OT E 5 8BOi2-' E66. B66'Ol2 E68d8_" E885686'07?6.188'0]3 21E y� O,'~^___ \U\6\ \`N �� ] op' / / / �"" C3 GE TI,�ITY EASE NT
d1 o w V oY 15' ORAINA-
W �I Ih I� I o.za ACRES v, 84/E
" I I C 3 3� -1 026 ACRES \ <4 6l' �\ 21 i / /G \'N�''
'y I 6 BT50'59" E 0` I m Ak
NN,�N • \ mW0 \ \\ 0.30�ACRES
79 h W7
0.25 ACRES 78" 78 '10 / iN �/9g\•0.
i--
17-0ERES .z1 ACRES 4 74 �0 40.2It o,8
022 ACRES 0,2 ACRES - 71
O�4t 023 ACRE o^0.21 ACRES v B8 0 88
02¢ ACRES&23 AC$ EC1 0.23 0.23 ACRES 87 654 ACRES o.z3 acRs 0.25 ACRES
fe 2Vis
-
12221'--
I W
/
3U
13 IK=a43 vs--------- a-7*
-4eJ5
- '- E ---_-_-_ - - -Q -----PB910SI5 -- q6468.52'
0.4ACRES ___EOW)
I 3 �o
S 8 4835 E S 87
E S 87M 35 E
I •� _ 15' DRA AGE/UTILIN EASEMENT r-5 B11.Z8_
p6ryaryp'h .03 ; 3 - 30; BLDG LINE
e ry 42 Nm d
0.39 ACRES ry 41 "a1 M .'� !'y •ei0j - H p �' I 1
N 0.26 ACRES rr n 40 zr ^ 0.22 ACRES 39 ^ n 38 n - „, fFr q y
o - o 020 ACRES ^02o Ac1REs o ^ 37 0 ^ 36 5 A 35
I m m m m 020 ACRES m 0.20 ACRES 6 I 0.35 ACRES
____ 17 ___ tae,_1`•i ORA�NAG UTILITY EA ENT
-
j j
7133 -ss.-4v •---€530'- -' L. I
T5559'--63'30
N 8705 !'59" w
11 12 13 14 15
16 17 i 18 78
WO DFIELD SUBDIV SION
R-2
BOUNDARY DESCRIPTION
A part of the N1/2, N1/2, SEI/4, Section 1, T-1-S, R-13-W, Pulaski County, Arkansas,
described as follows: Commencing at the NW corner of the N1/2, N1/2, SE1/4 (which is
also the center of Section 1) thence S 87048'54" E a distance of 190.10'to the
point of beginning; thence S 87048'54" E a distance of 827.75' (deeded 827.5') to a
concrete monument; thence S 88007'55" E a distance of 975.51' (deeded 975.0') to a
concrete monument; thence S 87010'55" E a distance of 192.20'; thence S 02052'05" W
a distance of 188.00'; thence S 87018'55" E a distance of 227.10'; thence S 89013'44" E
a distance of 262.20' to the right-of-way of Geyer Springs Road; thence along said
right-of-way S 02043'56" W a distance of 62.40' to a point; thence with a curve
turning to the right with an are length of 38.49', with a radius of 25.00', with a
chord bearing of S 46047'26" W, with a chord length of 34.80' to a point, thence S
89009'04" 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
73022'42" E, with a chord length of 15.05' to a point, thence S 02043'56" 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 69044'29" W, with
a chord length of 16.57' to a point, thence N 89009'04" 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 43012'34" E, with a chord length of 35.90'
to a point, thence S 02043'56" W a distance of 182.30' to a point; thence leaving
said right -of way N 88002'10" W a distance of 140.00' to a found 1/2" rebar; thence S
02025'50" W a distance of 124.13' to a found 1/2" rebar (deeded 125.0'); thence N
87053'59" W a distance of 1785.72' tot a found 1/2" rebar (deeded 1785.00'); thence
N 02009'01" E a distance of 451.00' to a found 1/2" rebar (deeded 450.00'; thence N
63017'23" W a distance of 419.00'; thence with a curve turning to the left with an
are length of 176.73', with a radius of 402.00', with a chord bearing of N 75030'48" W,
with a chord length of 175.31' to a found 1/2" rebar which is the point of beginning,
containing 28.00 acres
5 8T48'35" E 457.97' -- � --
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260 ACRES
FOUND
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71
_
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_ 15' DRAY AGE/UTILITY SEMENT
- 30' BLDG LI
- _
022 ACRES
1,2" REBAR-----
q'"---
135 a
(q
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25
28 022 ACRES
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0.28 ACRE:
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32
30 029
0.22 ACRES
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140.00
No
az6 ACRES
0.W ACES 0,20 ACRESN0.20 ACR
m oES o
28
ACRES
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---------------D----------
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ADDITION
1785.72'
1
N 8T5359 W 4937W-
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41OW DEDICATION
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ROW DEDICATION
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END OF 1/2" REBAR
EXISTING
80 STREET METHODIST LITTLE ROCK DIST BOARD
OF MISSIONS AND CHURCH EXTENSION, INC
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R-2
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WEST LAND SURVEYING
1
420A HWY 287 VILONIA, AR 72173
501-849-2859 501-733-2144
LITTLE ROCK PLANNING COMMIS;
R11PR0IED SUBJECT TO' THECONDITI
AS NOTED IN THE PLANNING C IM
%41NU' RECORD DATED !'
BY: t`
DATE:
G I STERN �� As�,• T E A = PEE OF IAU�
o\luwnnNq �
o STATE OF • it v \\ \G
BA5IS OF BEARING ARE FROM LEGEND
(� �j �T 11 ARKANSAS c l� ; ��' MAGIE
G.P.S. OBSERVATIONS, ARKANSAS 1�LI v101 N 1J N 14 8 �Y _ ,l G TER \ =�;` ENGINEERING
STATE PLANE COORD. SYSTEM P ESS NAL =W AND LAND Z=
(NAD83) NORTH ZONE. = O = TUR \ _LU
O SET 1/2" REBAR & ID CAP �1` ENGINEER ,It = .DEVELOPMENT, INC_;
0' 10o' 200' 300' a FOUND MONUMENT (AS NOTED) %N%Fc?\oIlk��
FOUND CONCRETE MONUMENT '. �'''. FRy J. \\``\ 0 No. 12166 1 % N
A COMPUTED POINT a"A'nnunnno\\ `p•` v✓ �00 /O. 136' 1\\�
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DRAWN BY:
JM
REVIEWED BY:
JM
APPROVED BY:
JM
SCALE:
1 "=100'
DATE:
APR 2008
PROJECT 70.
05-003
SHEET NO.
1 OF 1
C:\PROJECTS\Inactive Jobs\2005\05-003(VALLEY SPRINGS)\dwgs\Prelim\PLAT.dwg, 4/18/2008 12:29:12 PM