HomeMy WebLinkAboutS-1544-A Map 2Lot Dimension Data Table
Real
Esta
Prop
R-2
LEGAL DESCRIPTION
TOTALTRACT
THE NE1/4 NE1/4 SECTION 30, NWt/4 NW114, NE1/4 NW1/4 AND SW114 NW1/4 SECTION 29, SWI14 SW/14 AND PART OF THE NW114
SWI14 SECTION 20 ALL IN TOWNSHIP 1 NORTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
BEGINNING AT A V PIPE AT THE COMMON CORNER SECTION 19, 20, 29, AND 30, TOWNSHIP 1 NORTH, RANGE 13 WEST; THENCE N
01°47'57" E ALONG THE WEST LINE OF SAID NW114 NWi/4 SECTION 20 FOR 1732.82 FEET TO A 5/8" IRON PIPE; THENCE S 87°52'56" 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 D4°42'36" E FOR 79.14 FEET TO THE NORTH LINE OF SAID NW114 SWIA 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 5/8" IRON PIPE; THENCE S
87'17'13" E FOR 200.00 FEET TO A 518" IRON PIPE; THENCE S 02°13'51" W FOR 1012.88 FEET TO A 5/8" IRON PIPE ON THE NORTH
LINE OF SAID SWt/4 SWIM SECTION 20;
THENCE S 87°2433" E ALONG SAID NORTH LINE FOR 467.87 FEET TO A 5/8" REBAR AT THE NORTHEAST CORNER OF SAID SW/14
SWIM SECTION 20; THENCE S 01°2r56" W ALONG THE EAST LINE OF SAID SW/14 SW/14 FOR 1296.48 FEET TO THE NORTHWEST
CORNER NE1/4 NW7/4 OF SAID SECTION 29 AND A 5/8" IRON PIPE;
THENCE S 87*50*11" E ALONG THE NORTH LINE OF SAID NE1/4 NW1/4 SECTION 29 FOR 1327.02 FEET TO THE NORTHEAST CORNER
OF SAID NEIA NWi/4 AND A CROSS TIE FENCE POST; THENCE S 01"41'01" W ALONG THE EAST LINE OF SAID NEIA NW1/4 FOR
1311.26 FEET TO THE SOUTHEAST CORNER OF SAID NEIA NW1/4 AND A 5/8" REBAR; THENCE N 87°4445" W ALONG THE SOUTH
LINE OF SAID NE114 NWi/4 FOR 1309.75 FEET TO THE SOUTHWEST CORNER OF SAID NE114 NW114 AND A 5/8" REBAR; THENCE S
01°16'06" W ALONG THE EAST LINE OF SAID SW/14 NW114 SECTION 20 FOR 1310.60 FEETTO THE SOUTHEAST CORNER OF SAID
SW/14 NW1/4 AND A 518" IRON PIPE; THENCE N 87'32'39" W ALONG THE SOUTH LINE OF SAID SW/14 NWi/4 FOR 1317.40 FEET TO
THE SOUTHWEST CORNER OF SAID SW114 NW1/4 AND A 5/8" IRON PIPE; THENCE N 01*39'11" E ALONG THE WEST LINE OF SAID
SW/14 NW114 FOR 1306.04 FEET TO THE NORTHWEST CORNER OF SAID SW114 NW1/4 AND A 518" REBAR; THENCE N 87°4644" W
ALONG THE SOUTH LINE OF SAID NE1/4 NE1/14 SECTION 30 FOR 1309.10 FEET TO THE SOUTHWEST CORNER OF SAID NE1/4 NE114
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 NE114 FOR 1300.95 FEET TO THE NORTHWEST CORNER OF SAID NE114 NE1/4 AND A 5/8" IRON PIPE;
THENCE S 88°03'43" E ALONG THE NORTH LINE OF SAID NE1/4 NEt/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
Revd.: July 22, 2008
LINE
BEARING
DISTANCE
LI
N0425 WE
38.98'
L2
9F' 48'E
187,54'
L3
SB0K9'S3'W
f93.07'
L4
N0425'WE
40.923
L5
S8751048'E
52.68'
L6
N35'24'3WE
37,42'
L7
548 t3'49"E
54.65
LB
S0305'58"W
B-6
L9
NO0'02'S4"W
16.32
L10
NS327'40"E
29.13'
L11
N341847"W
39.53
L12
N785T59"W
21.W
L13
SBS'3214 W
15.34'
L14
N29'1rWIN
21.00'
1_15
N7020'21"W
870V
Lib
N86'33'06"W
7.7
L17
S4112.34 W
39.53'
Lis
S72'3T14 E
12.75
L19
S56'40'561W
49.19'
L20
S6719.25"W
21.00'
L21
N4858'40"W
31.3r
L22
NIOro7'09 W
6.60
L23
NO12V26"W
ea.3Y
L24
S6259'48
21.00'
L25
NT5 GB W
33.9r
L26
N08'34'44W
46.75'
L27
N41ro1'20'E
38.93'
L28
N88'37'56'W
50.39
L29
Sofa17'W
44.66
L30
S661r50 W
48.24
L31
S6726'03"W
21.00'
L32
N54'04'23 W
27.71'
L33
N17'31'20'W
24.77'
L34
S66-56.32-E
95.60'
L35
58220'33"E
f0.89
L36
541'4TWE
32.5V
L37
S07'56'24"E
76.0S
L38
S19Y9'2 E
55.28'
L39
N2559'29'E
45.7V
L40
56253'10 E
2t W
L41
S1491'33 E
21,00'
L42
S53-42.20-E
21.DO'
L43
N14ro133'W
21.00'
L44
NBS44'23 W
21.10'
L45
N83ro3'15 W
97.58'
L46
N385157'W
54.42
L47
S662D'43 W
48.15
L48
S6T31'50"W
27.00
L49
S6T47'22"E
21.00'
L50
$63.12*59 E
51.22'
L51
S3851'57"E
54.42
L52
N2674T08'W
21.00
L53
N4512'06"W
8236'
L54
S85'07'D6"W
13.25'
L55
N7622'S5'W
21.00'
56
NSB7S8ro272''OS65'WW
2731..0205''
LL
N4S12'O6'W
82.36'Lao
N26'42'08'W
21.00'
SS7rofi'S0'W
3250'
N82K0'33'W
10.89'
N865632'W
63.73
W
9
14
100 0 100 200
scale feet
1 "=100'
LEGEND
O SET MONUMENT (1/2" REBAR & IID CAP #1498)
O FOUND MONUMENT (AS NOTED)
A CALCULATED POINT
Street Centerline Horizontal Data Table
LINE ARC
CHORD BEARING
RADIUS
DELTA
CHORD
TANGENT
MIDDLE ORDINATE
DEGREE OF CURVE
CL-1 119.60
S03ro5'58'W
C-1 158.87'
S/9'38'57"W
3G0.00'
33ro5'S7,
156.6T
81.72'
11.39'
20'WO5"
CL-2 12Y34'
S3611'56"W
C-2 165.66'
S18'5W28 W
300 OO
34'30'56"
163.17'
85.43'
123W
20'50'05'
CL-3 103.44'
SDI140'S9'W
C-3 118.3W
S095T18"E
300.00
22'36'36'
717.62'
59.97'
5.82'
19ro5'55
CL-4 208.20'
52055'36'E
C- 319.56
S12 4949'W
300.00'
6634'50'
301.88'
180.57P
45.13'
2050'05'
CL-5 11d63
945'39'13'W
C- 286.37'
S15'4915"W
300.00'
S9'3WW
273.61'
157.70'
36.4T
2050'O5"
CL-6 433.7W
S14ro042"E
C-6 102-31'
S032Tt3 E
300Aa
2118'59"
101.72'
51.75'
4.74
2050'OS"
CL-7 326.80'
S0718'17"W
C-7 98.83
SO124'26"E
325.00'
172526"
98.45'
49.80'
3.75'
1757 46'
CL-8 369.23'
SIDro7'09'E
C- 195.49'
S08'32'56"W
300.00'
3720'OV
192.05
001 36
15.78
191W55"
CL-9 299.00'
S27'13'01"W
C-9 219.08'
SD617'46"W
300.00'
4150'29'
F4.25'
11468'
19.78'
19105'55"
CL-10 27142'
S14'3729'E
C-10 12319'
5272728"E
300.00
2539'59
122.1V
62.65'
6.8
20'50'05'
CL-11 215.50'
S4017'28'E
C-11 331.72'
S05'44'05E
300.00'
69'06'46'
311.97'
189,40'
48.52
2050'05"
CL-12 284.64'
S28'4918'W
C-12 403.71V
S13'1416'E
300.00'
84ro7'08"
368.46
248.13
70.83'
205005"
CL-13 3T5. 2'
951750 E
CL-14 69.76
58833'O6 E
C-13 84.89'
S70K0'21'E
150.00'
3225'31"
83.76
43.61'
5.9r
881VW
CL-15 451.70'
954VIrWE
CL-16 414.1
58750'11'E
CL-77 456.34'
SBB'3756E
C-14 266.31
S63'4938"E
300.00'
49'4T54'
252.22'
138.98'
27.79
19'05'5e
CL-18 315.77'
S3851'57'E
C-15 154.25'
S83'GTISE
100.00'
882137'
739.44Y
97.21'
28.2V
5717'45'
CL-19 54.20'
N52'452r'E
C-16 172.85'
N72'3S50 E
250.00'
39'36'47'
169.42'
90.04' 1
14.79'
22'55'06"
CL-20 567.03'
s87zr4e'E
CL-21 61.61'
N82K0'33'W
C-17 80 W
N66'5V32 IN
160.00'
30'48'OT
79.6r
41.32'
S.39
38IVW
CL-22 374.64'
55/32'31'E
C-18 198.67'
N8929'07'W
150.00'
7553'11
784.46'
118.95'
31.71'
581/ 50'
CL-23 131.16'
55234'IWW
c-19 170.15
5 ,ovm'w
750.00
6459'3r
161.17*
95.55'
23.49'
381/'S0'
CL-24 223.01'
N6226'11"W
C-201 117.32'
N845031 W
I--.00'
4a'48'40'
114.35
61.84'
11.32'
8811'50'
CL-25 121.55'
S72'45'09 W
CL-26 23.38'
N5253'39E
C-21. 55.72'
N7059.29"E 1
75.00' 1
29.21'
5.11
7623'40'
CL-271 325.62'
S57-43.34-E
OwnerofRecord
Emprise, LLC
1 Sunset Lake Drive
Little Rock, Arkansas 72210
DeYE/O.ael
Emprise, LLC
1 Sunset Lake Drive
Little Rock, Arkansas 72210
Soame of 77r/e
Book 1222, Page 477, 429. 431, 433
Book 256, Page 218
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
1`II IIIIIII IIII!//r
I .,cctSTE,�,��.
`•�,' _ c0
`` \IpUuuuwn,p
STATE OF
9 =o
'.rO�nulietl"' � `
�L L. ``.
rrrp ll n 11 100,1
All requirements of the Pulaski County Subdivision Rules and Regulatiohs relative
to the preparation and submittal to a preliminary plat have been fulfilled,
approval of this plat is hereby granted, subject to further provisions or said
rules and regulations. This certificate shall expire
Date
Date of Execution Van McClendon
Director Pulaski County
Planning Board
CER77RCA71F OF PRELIM/NARY SUR VEY/NG ACCURACY
1, JefferyJ. West, 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 compiled with and filed for record as required.
�' 23-uta Date of Execution Je est
Registered Professional
Land Surveyor No. 1498
Arkansas
CERTIFICATE OF PRELIM/NARY ENGINEERING ACCURACY
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.
�'1�fy�1
�^ 1C.1•
Date of Execution
William L. Dean
Registerd Professional Engineer
No. 4418
Arkansas
CER77FICA TEOFPRELIM/NARYPLA TAPPROVAG
All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparal a
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 Mops and find that a portion of hereon
property described is in the100-year flood zone per FIRM Panel for Pulaski
County, Arkansas, Community Panel 05011790383D, Dated July 16, 1996.
Jeffrey J. West
Registered Land Surveyor
No. 1498, Arkansas
General Notes:
1. Street classification
Ventana Ridge Drive - Collector (68' RAN, 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' RMW, Max. Grade = 15%)
27. 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'
22. All lots are Emited access to one
Collector-30'
street per lot. No double access lots are
Residential - 25'
allowed. Bat p T K O
3.
All easements shown are to be used for drainage and/or utilities unless otherwise
noted. �p� S C"'? P
4.
Distance shown along curves are chord distances.
It
5.
Source of water supply: Central Arkansas Water (CAW)
0"
*
6.
Source of wastewater disposal: Individual Permits by Lot Owners
{��
7.
Length of internal streets: 10657 LF (approx)
9.
Average/Minimum Lot Sizes:
P 0 it E 's !e t `" it t n
Average Size - 4.42 AC
.R
E, G -. <
,x s !'4 ' "l '
Minimum Size - 3.01 AC
10.
11.
Basis of bearing: Boundary Survey by Jeff West, No. 1498 Dated February 23, 2007.'rr stt
No existing restriction or covenants exist. %Z N0•4'418
12.
Minimum finished floor elevation required for Lot 1 Lot 2
13.
and only.
Error Greater
'aCjAM L• �_ "
14.
of closure: than1:50,000
Lot Density: 0.2 Lots/Ac
15.
Phasing:
Phase 1 Lots 1-18
44aeeeae.e®4au
Phase 2 Lots 19-28
000°� OF A0 e'°o
Phase 3 Lots 29-36
Phase 4 Lots 36-44
: VQ' o a
�i
17.
All streets will be constructed to Pulaski County Master Street Plan Standards, latest revision. o a
[I, CIVIL
18.
Maximum mad grace for all roads = 15%
a
CJ a
:ER DESIGN, INC II
No.102 0
Preliminary Plat
Ventana Ridge Estates
44ovenoee4
Phase 4
An Addition to Pulaski County, Arkansas
Date: June 19, 2008 Drawn By: J.DreherCIVIL DESIGN INC.
Designed By: J. Dreher 1
Checked By: W.L.Dean
Approved By: W.L. Dean 15104 CANTRELL ROAD, LITRE ROCK, ARKANSAS 72212 (501) 868-7717
I i A