HomeMy WebLinkAboutS-1509-A Map 3OWNER/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 87"48'54" E
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
S 87"48'54" E
1/2" REBAR
L=176.73''
R=402.00'
A=25011'20"
C LEN=175.31'
BRG=S 75030'48" E
BOUNDARY LINE/CURVE TABLES
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
BC1
25.00'
38.49'
34.80'
S 46'47'26" W
88'12'50"
BC2
25.00'
15.29'
15.05'
S 73'2242" W
35-02'19"
SC3
25.00'
16.89'
16.57
S 69'44'29" E
38'42'55"
BC4
25.00'
40.05'
1 35.90'
1 S 43'12'34" E
91'46'45"
LINE
BEARING
DISTANCE
B1_1
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
C1
35.00'
55.62'
49.95'
S 4252'27" E
91'03'04"
C2
35.00'
S4.34'
49.04'
S 47'07'33" 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
20'07'27"
C5
245,00'
86.05'
65. 11'
N 81'32'17" E
20'07'27"
C6
305,00'
65.04'
64.92'
S 80'50'36" W
12'13'06"
C7
305.00'
27.88'
27.87'
S 89'34' 17" W
05' 14' 15"
C8
275.00'
99.42'
98.88'
S 81'49'59" W
20'42'51"
C9
245.00'
1 73.23'
72.96'
S 80'02'19" 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 76'4117" W
22'14'37'
C12
130.00'
49.90'
49.59'
N 5434'12" W
21'59'32"
C13
130.00'
53.18'
52.81'
N 31'51'15" W
23'26'22"
C14
130.00'
50.56'
50.24'
N 08'59'31" W
22'17'05"
C15
100.00'
157.01'
141.37'
N 4249'47" W
89'5736"
C16
70.00'
27.14'
26.97'
N 76'42'09" W
22'12'52"
C17
70.00'
82.7T
78.03'
N 31'43'21" W
6T44'44"
C18
75.00'
117.44'
105.80'
N 47'00'33" E
-89.43'04"
C19
100.00'
156.59'
141.07'
N 47'00'33" E
89'43'04"
C20
125.00'
26.76'
26.70'
N 08-16-56" E
1215'50"
C21
25.00'
17.16'
16.83'
S 05'14'59" E
39'19'41"
C22
60.00,
15.48'
15.44'
N 17'31'22" W
14'4656"
C23
60.00'
58.17'
55.91'
N 17'38'25" E
55'32'38"
C24
60.00'
43.59'
42.64'
N 66'13'35" E
41'3742"
C25
60.00'
33.40'
32.97'
S 77'OT49" E
El 5330"
C26
25.00'
17.16'
16.83'
N 80'43'55" W
39'19'41"
C27
125.00'
17.51'
17.49'
N 83'37'00" E
08'01'31"
C28
125.00'
9.25'
9.25'
N 89.44'55" E
04'14'19"
C29
175.00'
60.22'
59.93'
S 78'16'23" E
19*43'04"
C30
175.00'
72.98'
72.45'
S 56.28,01" E
23'53'39"
C31
175.00'
79.40'
78.72'
S 31'31'19" E
2559'46"
C32
150.00'
182.23'
171,23'
S 53'19'41" E
69'36'29"
C33
125.00'
151.86'
142.69'
S 53'19'41" E
69'36'29"
LINE
BEARING
DISTANCE
L7
N 87'10'55" W 1
15.05'
L2
N 88'07'55" W
14.215
HUNTINGTON PLACE
MF24
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.
Signed:
Date of-j�Efcution: 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 Execution: April 18, 2008
Name, Registered Engineer: Justin Magie, P.E.
No. 12166, Arkansas
ALLENDALE SUBDIVISION
R-2
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 follows: Commencing at the NW corner of the N1/2, N1/2, SE1/4 (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 88"07'55" 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 02052'05" W
a distance of 188.00'; thence S 87"18'55" 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 02`43'56" 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 are 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 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 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
87"53'59" W a distance of 1785.72' 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
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 75"30'48" W,
with a chord length of 175.31' to a found 1/2" rebar which is the point of beginning,
containing 28.00 acres
S 88007'55" E
Nk'
BASIS OF BEARING ARE FROM
G.P.S. OBSERVATIONS, ARKANSAS
STATE PLANE COORD. SYSTEM
(NAD83) NORTH ZONE.
0' 100' 200' 300'
CERTIFICATE OF OWNER
Date: ��-0
Signature: °� C14'i A _(,<-C/ 6 eel
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 Execu
Name, L.R.
Planning Commission:
192.20' FOBNB
S 87"10'55" E 1/2" BEB"
LEGEND
O SET 112" REBAR & ID CAP
FOUND MONUMENT (AS NOTED)
■ FOUND CONCRETE MONUMENT
A COMPUTED POINT
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420A HWY 287 VILONIA, AR 72173
501-849-2859 501-733-2144
LITTLE ROCK PLANNING COMMISSION
APPROVED, SUBJECT TO THE CONDITIONS
AS NOTED IN THE PfANNIN QM ISSION
BY U CORD DATED
DATE:
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DRAWN BY:
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REVIEWED BY:
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APPROVED BY:
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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: