HomeMy WebLinkAboutS-1544-A Map 6Lot Dimension Data Table
LEGAL DESCRIPTION
TOTAL TRACT
THE NE114 NE114 SECTION 30, NW1/4 NWIA, NE1/4 NW1/4 AND SWIM NWt/4 SECTION 29, SW114 SW/14 AND PART OF THE NW1/4
SW/14 SECTION 20 ALL IN TOWNSHIP 1 NORTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
BEGINNING AT A 1" PIPE AT THE COMMON CORNER SECTION 19, 20, 29, AND 30, TOWNSHIP 1 NORTH, RANGE 13 WEST; THENCE N
01°47'5T' E ALONG THE WEST LINE OF SAID NIVIA NW114 SECTION 20 FOR 1732.82 FEET TO A 5/8" IRON PIPE; THENCE S 87°62'56" E
FOR 210.00 FEET TO A 5/8" IRON PIPE; THENCE N 01"47'59" E FOR 723.44 FEET TO A COTTON PICKER SPINDLE; THENCE N 67°2349"
E FOR 204.40 FEET TO A COTTON PICKER SPINDLE;
THENCE N 04"42'36" E FOR 79.14 FEET TO THE NORTH LINE OF SAID NW1/4 SW114 SECTION 20 AND A 2" IRON PIPE; THENCE S
87"52'43" E ALONG SAID NORTH LINE FOR 239.84 FEET; THENCE S 03"05'52" W FOR 306.60 FEET TO A 518" IRON PIPE; THENCE S
87"17'13" E FOR 200.00 FEET TO A 5/8" IRON PIPE; THENCE S 02"13'51" W FOR 1012.88 FEET TO A 5/8" IRON PIPE ON THE NORTH
LINE OF SAID SW1/4 SW114 SECTION 20;
THENCE S 87"24'33" E ALONG SAID NORTH LINE FOR 467.87 FEET TO A 5/8" REBAR AT THE NORTHEAST CORNER OF SAID SW/14
SW114 SECTION 20; THENCE S 01 "27'56" W ALONG THE EAST LINE OF SAID SW/14 SW114 FOR 1296.48 FEET TO THE NORTHWEST
CORNER NE1/4 NW1/4 OF SAID SECTION 29 AND A 518" IRON PIPE;
THENCE S 87*50'11" E ALONG THE NORTH LINE OF SAID NE114 NW1/4 SECTION 29 FOR 1327.02 FEET TO THE NORTHEAST CORNER
OF SAID NE114 NW1/4 AND A CROSS TIE FENCE POST; THENCE S 01°41'01" W ALONG THE EAST LINE OF SAID NEt/4 NWIA FOR
1311.26 FEET TO THE SOUTHEAST CORNER OF SAID NE1/4 NW1/4 AND A 5/8" REBAR; THENCE N 87"4445" W ALONG THE SOUTH
LINE OF SAID NE114 NW1/4 FOR 1309.75 FEET TO THE SOUTHWEST CORNER OF SAID NE114 NWIA AND A 5/8" REBAR; THENCE S
01"16'06" W ALONG THE EAST LINE OF SAID SW/14 NW1/4 SECTION 20 FOR 1310.60 FEET TO THE SOUTHEAST CORNER OF SAID
SW114 NW1/4 AND A 5/8" IRON PIPE; THENCE N 87`32'39" W ALONG THE SOUTH LINE OF SAID SW/14 NWIA FOR 1317.40 FEET TO
THE SOUTHWEST CORNER OF SAID SWIM NW1/4 AND A 5/8" IRON PIPE; THENCE N 01*39'11" E ALONG THE WEST LINE OF SAID
SW/14 NW1/4 FOR 1306.04 FEET TO THE NORTHWEST CORNER OF SAID SW114 NW1/4 AND A 5/8" REBAR; THENCE N 87"4644" W
ALONG THE SOUTH LINE OF SAID NE114 NE1114 SECTION 30 FOR 1309.10 FEET TO THE SOUTHWEST CORNER OF SAID NE114 NE7/4
BEING ALSO THE NORTHEAST CORNER OF PLANTATION ACRES SUBDIVISION AND A 5/8" IRON PIPE; THENCE N 00"2342" E ALONG
THE WEST LINE OF SAID NE1/4 NE7/4 FOR 1300.95 FEET TO THE NORTHWEST CORNER OF SAID NE114 NE114 AND A 518" IRON PIPE;
THENCE S 88"03'43" E ALONG THE NORTH LINE OF SAID NE1/4 NE1/4 FOR 1328.75 FEET TO THE POINT OF BEGINNING AND
CONTAINING 215.142 ACRES, MORE OR LESS. SUBJECT TO THE RIGHT OF WAY OF LAWSON ROAD AND ANY OTHER EASEMENT OF
RECORD
LINE
BEARING
DISTANCE
Ll
NO42544
38.98'
L2
S5751'48-E
187.54
L3
S80.29 53-W
193.07'
L4
N0425'44E
4F9
L5
S875148'E
52-68'
L6
N35R438
37.42
L7
S4813'49'E
94.65'
L8
SD3'0558'W
25.83'
L9
N0002'54•W
76.3Z
L10
R, 32r40 E
29,13
L11
N3418'47'W
39.5Y
U2
N78'ST59 W
21.00'
L13
S8332'WW
15.34'
L14
N291T/2 W
21.00
L15
N7020'21'W
67.01'
L16
N86'33'O6'W
7.77'
L17
54112'34 W
39.53
L18
S12.31 14 E
12.75'
U9
S6640'56'W
49.19'
L20
S6719'25'W
21.00'
L21
N48-58.40-W
31.37'
L22
N1007'09 W
6.60,
L23
N0124'26 W
89.3
L24
S6259.48•E
21.00'
L25
N45'50'08 W
33.9r
L26
NG6'34'44'W
40.75'
L27
N4101.20'E
38.93'
L28
NB8'37'56 W
563V
L29
50T817 W
4T66'
L30
S6617'WW
W24
L31
S6726'03 W
21.00'
L32
N5404'23'W
27.71'
L33
N1731'20 W
24,77'
L34
S6656'32'E
95.60,
L35
S8220.33-E
10.89'
L36
S41-4756'E
32.50'
L37
5075624E
76.88
L38
SIS'4927'E
55.28'
L39
N2559 29
45.78'
L40
96253'ID E
21.00
L41
S1401.33-E
21.00'
L42
583'4220E
21.Da'
L43
N14wOV33'W
21W
L441
N63'44'23'W
21.10'
L45
N8303'15'W
97.58'
L46
N38'51'57 W
54.42'
L47
5662043'W
48,15'
L48
S67'31.50'W
21.00'
L49
S624722E
21.00'
LSO
56312 59'E
51.22'
L51
S385157E
54,42'
L52
142842.08 W
21.00'
L53
N4512.06'W
82.36
L54
58507 W
13.25
L55
N76'2255'W
21.00'
L56
N7622'55 W
21.00'
L57
S8507'06'W
13.25'
L58
N4512'06'W
82.36'
L59
N26'42'08-W
21.00'
L60
S5706'50'W
32.50'
L61
N8220'33'W
10.89'
L62
N66".,032'W
I 53.73'
N
W
E
S
100
0
100
200
sca le feet
1 "= 100'
LEGEND
O SET MONUMENT (1/2" REBAR & ID CAP #1498)
• FOUND MONUMENT (AS NOTED)
CALCULATED POINT
Boundary Corner Coordinates
12 133929.7861 1184142.6232
13 133880.1818 1185455.5965
14 132569.4879 118541ZO712
15 132621.0036 1184108.3348
Street Centerline Horizontal Data Table
LINE
ARC
CHORD BEARING
RADIUS
DELTA
CHORD
TANGENT
MIDDLE ORDINATE
DEGREE OF CURVE
CL-1
119.60'
S0305'58'w
C-1
158.87'
S19'3857'W
275,W
330V57-
156.67'
81.72'
11.39'
2050,05"
CL-2
123.34'
S3511'56'W
C-2
165.66'
5185628'W
275.00'
34'30'56'
163.17'
85.43'
12.38'
20'W(35
CL-3
103.44'
SOI'40'59"W
C-3
118.39
S093718'E
S00.00'
2236'36'
117.62'
S9.97'
5az
1005'55"
CL-4
206.20'
S2055'35'E
C-4
319.56
S1221'49'W
275.00'
6634'S0'
301.8V
180.57'
45.13'
CL-5
118.6s
S45'39'13'W
C-5
86.37'
S15.49MW
27800'
59'39'S6'
273.11'
157.70'
36.44'
20'5005
CL-6.
433.78'
S1400'42'E
C-6
102.31'
S0321'13'E
275.00"
2118.59'
101.72'
51.75
4.74'
20'50'05•
CL-7
326.80'
S0718'17 W
C-7
Was
S0PRIFE
325.00'
172526
98.45'
49.80'
3.75
1737'46'
CL-8
369.23'
S1007 DVE
C-8
195.49'
S0832'56"W
300.00'
37'20'09'
192.05'
101.36'
15.78'
1905'55"
CL-9
299.W
S2713'01"W
C-9
219.08'
S061746'W
300.00'
4150'29"
214.25'
114.88'
19.78'
1905'55'
CL-10
272.42'
S1437'29'E
C-10
123.19
5272T28 E
275.00
25-39'59
122.16
6265
6.87'
205WO5"
CL-11
21&50'
S4017'28'E
C-11
331.72'
S0544.05
275.00'
6906'46'
311.97'
189A0
4a52
2050'05'
CL-12
284,64
S2849'18 w
C-12
403.71V
931416 E
275Aa
8407'08
368.45
248.13'
70.83
2050'05'
CL-13
345.2Y
55517 50'E
CL-14
CO.76'
S96 NrO6 E
c-13
84.89'
3702021
150.00'
3225'31'
83.76'
43.61'
5.97
3811'50'
CL-15
451.70'
940T35"E
CL-16
414.10
S8750'11'E
CL-17
456.34
S88'37'56"E
C-14
F0.3V
S53'49'38'E
3GO.00'
49'42'54r
252.22'
138.98'
27.79
190VW
CL-18
315.77'
S3851'5TE
C-15
154,25
S8353.15 E
100.00'
8822'37'
139.40'
97.21'
28.29'
5717'45'
CL-19
54.20'
N52'4527'E
C-16
172.85
N7233'50'E
250.00'
39'36'47'
169.42'
90.04'
14.79'
2255'O6'
CL-20
SO 03
S8T37'46-E
CL-21
61.61'
98220.33'W
C-17
80."
N6658'32•W
150.00'
30'48'02'
79.67'
,Cl32'
5:39
381V50-
CL-22
374.64'
S51'32'31'E
C-18
198.67
N89790T'W
150.00'
75'5311'
184.46'
-Ti6,95'
31.71'
3811'50'
CL-23
/31.16'
SSY3418'W
C-19
170.15'
W50403
150.00'
6459'31'
161.17'
95.55'
23.49
3811'50'
CL-24
223.01'
N622611'W
C-20
117.32'
N845031 W
150.00
44'48'40"
174.35'
67.84'
11.32'
381 T50'
CL-25
121.55'
S72'45'09'W
CL-26
23.W
N525339-E
C-21
55.72
N70.59.29 E
1 75.00'
4233'S4'
54.45'
29.21'
S.11
7 2340'
CL-27
325.62'
S8T43'34'E
Oomer of Record
Emprise, LLC
1 Sunset Lake Drive
Little Rock, Arkansas 72210
Dave
Emprise, LLC
1 Sunset Lake Drive
Little Rack, Arkansas 72210
Source Of Title
Book 1222, Page 477, 429, 431, 433
Hook 256, Page 218
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
`11111I II Irgrrr
`:� �oa`unii0pjnro, �:
.`` STATE OF'''o
fib`` 0 8
GN\
r4jrunnu1j11n
All requirements of the Pulaski County Subdivision Rules and Regulations relative
to the preparation and submittal to a preliminary plot have been fulfilled,
approval of this plat is hereby granted, subject to further provisions of said
rules and regulations. This certificate shall expire
Date
Date of Execution Van McClendon
Director Pulaski County
Planning Board
CER77FICA7EOFPRELININARYSURVEYLNGACCURACY
1, Jeffery J. West, hereby certify that this plat conecUy represents a boundary survey made or
vedfred 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.
-I - 2-6 -OEM
Date of Execution J. est
Registered Professional
Land Surveyor No. 1498
Arkansas
CERT/F/CATEOFPREL/N/NARYENGINEERINGACCURACY
1, William L. Dean, 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 with.
Date of Execution
Wiiltam L. Dean
Registerd Professional Engineer
No. 4418
Arkansas
CER77FICA7E OFPRELIN/NARYPLA TAPPROVAL
All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation
and submittal to a preliminary plat have been fulfilled, approval of this plat is hereby granted,
subject to further provisions of said rules and regulations. This
certificate shall expire
Date
Date of Execution
Donna James
L.R. Planning Commission
I have consulted FEMA Flood Insurance Maps and find that a portion of hereon
property described is in the IOO-year flood zone per FIRM Panel for Pulaski
County, Arkansas, Community Panel 05017790383D, Dated July 16, 1996.
Jeffrey J. West
Registered Land Surveyor
No. 1498, Arkansas
General Notes:
1. Street classification:
Ventana Ridge Drive - Collector (68' R/W, Max. Grade = 15%) 19, Existing and proposed zoning = R-2
Arizona Drive, Outlook Cove, Grande Ridge Road, West Ridge Road 20. Tract 1 to be dedicated to County
-Residential (60' R/W, Max. Grade = 15%) 21. Variance requested: Maximum
Lawson Road -Minor Arterial (90' R/W, Widening Only) Collector street grade to 15% to match
2. Building lines: County requirements
Minor Arterial - 35'
Collector - 30'
Residential - 25'
3. All easements shown are to be used for drainage and/or utilities unless otherwise noted.
4. Distance shown along curves are chord distances.
5. Source of water supply: Central Arkansas Water (CAW)
6. Source of wastewater disposal: Individual Permits by Lot Owners
7. Length of internal streets: 10657 LF (appmx)
9. Average/Minimum Lot Sizes:
Average Size - 4.42 AC
Minimum Size - 3.01 AC
10. Basis of bearing: Boundary Survey by Jeff West, No. 1498 Dated February 23, 2007,
11. No existing restriction or covenants exist.
12. Minimum finished floor elevation required for Lot 1 and Lot 2 only.
13. Error at closure: Greater than 1:50,000
14. Lot Density: 0.2 Lots/AC
15. Phasing:
Phase 1 Lots 1-18
Phase 2 Lots 19-28
Phase 3 Lots 29-36
Phase 4 Lots 36-44
17. All streets will be constructed to Pulaski County Master Street Plan Standards latest revision.
18. Maximum mad grade for all roads = 15%
Revd.: July 22, 2008
Date: June 19, 2008
Drawn By: J.Dreher
Designed By: J. Dreher
Checked By: W.L.Dean
Approved By: W.L. Dean
Preliminary Plat
Ventana Ridge Estates
Phased=ftz 3
An Addition to Pulaski Countv, Arkansas
I
CIF
CIIJIL 1a
DESIGN, INC
Nu. 1 Q2