HomeMy WebLinkAboutS-1544-A Map 1Lot Dimension Data Table
LEGAL DESCRIPTION
TOTAL TRACT
THE NE1/4 NE1/4 SECTION 30, NW1/4 NW1/4, NE'1/4 NWt/4 AND SW114 NWt/4 SECTION 29, SW114 SW/14 AND PART OF THE NW114
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 NW1/4 NWi/4 SECTION 20 FOR 1732.82 FEET TO A 518" IRON PIPE; THENCE S 87°52'56" E
FOR 210.00 FEET TO A 518" IRON PIPE; THENCE N 01'47'69" E FOR 723.44 FEET TO A COTTON PICKER SPINDLE; THENCE N 67'23'49"
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 NWI A SW1/4 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°1Tl3" E FOR 200.00 FEET TO A 5/8" IRON PIPE; THENCE S 02°73'51' W FOR 1012.88 FEET TO A 5/V IRON PIPE ON THE NORTH
LINE OF SAID SWi/4 SW1/4 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
SW1/4 SECTION 20; THENCE S 01'27'56" W ALONG THE EAST LINE OF SAID SW/14 SW/14 FOR 1296.48 FEET TO THE NORTHWEST
CORNER NE114 NW7/4 OF SAID SECTION 29 AND A 5/8" 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 NEIA NW114 AND A CROSS TIE FENCE POST; THENCE S 01°41'01" W ALONG THE EAST LINE OF SAID NE1/4 NWt/4 FOR
1311.26 FEET TO THE SOUTHEAST CORNER OF SAID NEt/4 NW7/4 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 NW7/4 AND A 5/8" REBAR; THENCE S
01°16'06" W ALONG THE EAST LINE OF SAID SWM4 NWt/4 SECTION 20 FOR 1310.60 FEET TO THE SOUTHEAST CORNER OF SAID
SW/14 NW7/4 AND A 518" IRON PIPE; THENCE N 87°32'39" W ALONG THE SOUTH LINE OF SAID SW/14 NW1/4 FOR 1317.40 FEET TO
THE SOUTHWEST CORNER OF SAID SW1/4 NW1/4 AND A 5/8" IRON PIPE; THENCE N 01°39'1 V E ALONG THE WEST LINE OF SAID
SW/14 NW1/4 FOR 1306.04 FEET TO THE NORTHWEST CORNER OF SAID SW/14 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 NEIA
BEING ALSO THE NORTHEAST CORNER OF PLANTATION ACRES SUBDIVISION AND A 518" IRON PIPE; THENCE N 00°2342" E ALONG
THE WEST LINE OF SAID NE11/4 NEIA FOR 1300.95 FEET TO THE NORTHWEST CORNER OF SAID NE114 NEi/4 AND A 5/8" IRON PIPE;
THENCE S 88'OT43" E ALONG THE NORTH LINE OF SAID NE1/4 NEIA 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
L1
NO425'44
J&98'
L2
58751 48 E
187.54
L3
SB029'53'W
193.0T
L4
N0425'44"E
40.92'
L5
S87'51'48 E
5288'
L6
143524 38
37.42
L7
S4813'49'E
54.65'
L8
S0305'58 W
RON
L9
N00'02'SCW
18.32'
L10RN70'20'21-W
7 40-E
29.13'
Lit'47'W
39.53'
L12759"W
21.DO'
L13'14'W
15.34'
L14'12
W
21.00'
L150'21-W
67.01'
L163'06'W
7.7r
L17
34 W
39.53LIS
14 E
12.75'
US056"W
49.19
L20
'25'W
21.00'
L21
N4858'40'W
31.37'
L22
N70'07'09 W
6.60,
L23
N0124'28 W
89.37'
L24
S6259'48'E
TI.00'
L25
N45.50'08"W
33.97'
L26
NO6'3444
40.75'
L27
N4101'20 E
38.93'
L28
N88'37'56 W
50.39'
L29
S0718'17'W
44.66'
L30
S6617'50'W
48.24'
L31
S67-n 03 W
21.00'
L32
N54'04'23 W
27.71'
L33
N1731'20"W
2241.0707'
L34
S6656 32"E
5.60'
L35
S8220'33'E
10.89'
L36
S41'47'56E
32.50'
L37
90756 "24E
76.83'
L38
S19427'E
55.28'
L39N5
59'2WE
57W
0LL
56253'10E
2104540133'E
S63.42'20E
21.00'
L43
N1401'33'W
21.00'
L44
N63'44'23'W
21.10'
L45
N830315 W12100-
L46
N38'51'57'IN2'
L47
S6620'43W'
L48
S6731'50'W
L49
S62'47'22"E'
L50
S6312'59"E'
L51
S38'51 57"E2'
L52
N26'42 OB W0'
L53
N4512'06'W6'
L54
S8507'06"W5'
L55
N7622'55"Wd
L56
N7622'55 W0'
L578'
L57
S55-07 0s W
13.25•
L58
N4512'O6'W
82.36'
L59
N26'42'08-W
21.Oa
L60
S57'06.50 W
32-50"
L61
N822033'W
10.89'
L62
N6656'32'W
63.73'
W
u
100 0 100 200
i
scale feet
1 "=100'
LEGEND
O SET MONUMENT (1/2" REBAR & ID CAP #1498)
• FOUND MONUMENT (AS NOTED)
A CALCULATED POINT
Boundary Corner Coordinates
12 133929.7861 1184142.6232
13 133580.1818 1185455.5965
14 132569.4879 1185417.0712
15 132621.0036 1184108.3348
Street Centerline Horizontal Data Table
LINE I ARC I
CHORD BEARING
RADIUS
DELTA
CHORD
TANGENT I
MIDDLE ORDINATE
DEGREE OF CURVE
CL-1 119.60' 1
SO3'05'58"111
C-1 158.87'
S19'38'57"W
275A0'
33'05'57'
156.67'
81.72'
11.39'
2050'05'
CL-2 123.34'
S3611'56'W
C-2 165.66'
5le-W28-W
275. 00
3430'56"
163.17'
85.43'
12.38'
2OW05
CL-3 103.44'
S01'40'5VW
C- 118.39'
S09'37'18'E
300.00'
22'36'36'
717.62'
S9.9T
5.82
190555"
CL-4 20620
52055'3VE
C-4 319.56
57221'49'W
275.00'
6634'50'
351.88'
180.57'
45.13'
20'50'05"
CL-5 118.63'
S45'3V13"W
C- 286.37'
S15'49'15'W
275.00
59'39'56'
273.61'
157.70'
36.44'
2050'05"
CL-6. 433.78'
914'OW42'E
C-6 102.31'
S0321'13"E
275.00'
2118'59'
101.72'
51.75' 1
4.74'
20'WO5"
CL-7 326.80'
S0718.17'W
C-
9FSS
e124'26"E
325-W
172526'
98.45'
49.80•
3.75'
l73746"
CL-8
369.23'
S1007'09'E
C-
195.49'
SOB'32'56'W
300A0'
3720'09"
192.05'
101.36'
15.78'
1905'S3
CL-9
299.00'
S2713'01"W
C-9
219.08
S061746'W
30D.DO-
415029
214.25
114.88'
19.78
1905'S5'
CL-10
272.4Y
S14'3729-E
C-10
1niv
S2727'28"E
275.00'
26'3V59
122.16'
62.65'
6.87
205005"
CL-11
215.50'
S4017'28"E
C-11 331.72'
S0544'05"E
275.00'
6906'46'
311.97
189.40
48.52'
20'50'05
CL-12 284.64'
S28'49'18 W
C-12 403.74
S13-14'i6'E
275.00'
840YOB
368.4V
248.13'
70.83
2050'OS'
CL-13 345.22
S5517'50'E
CL-14 69.76'
S56'33'06'E
C-13 84.89'
S702021'E
150.00
3225'31
53.76'
43.61'
S.97'
38IV50'
CL-15 451.70"
S5407 WE
CL-16 4/4.10'
S8750'11"E
CL-17 456.34'
SBB'37'56'E
C-14 260.31'
S63'4938"E
3GO.00
49'42'54"
252.2f
138.98'
27.79'
1905'55"
CL-18 315.77•
S3B51 57 E
C-15 154.25'
58303'15 E
100.OV
882237'
139.40'
97.27'
28.29'
5717'45
CL-19 54.20'
N524527'E
C-16 172,85'
N72-33'50'E
250.00
39W'47'
7fi9.42'
90.04'
14.79'
2255'O6"
CL-20 567.OS
S8737 46'E
CL-21 61.6P
N8220'33'W
C-17 80.64'
N66'W32'W
150.00
30'48'02'
1 79.67'
41.32'
1 5.39
381150'
CL-22 374.64'
S5I3231"E
4C-18 19a.67'
N8929'07'W
750.00'
755311
184.46'
116.95'
31.71'
3811'50'
CL-23 131.16'
SS2'34*IrW
C-19 170.15•
5850fW W
150.00'
6459'31'
161.17'
95.55
23.49'
381V50'
CL-24 223.01'
N6226'11"W
C-20 117.32'
N845037'W
150.00'
44'4B'M'
114.35'
67.84'
11.32'
3811 SO
CL-25 121.55'
S72'45'09'W
CL-26 T3.38'
N5339-E
C-211 55.72'
1 N707059'29'E
75.00
42'33'54'
34.45'
29.21'
5.11
7623I0"
CL-271 326.62'
1 SB7-43'34"E
General Notes:
1. Street classification
OlvrrerofRecord
Emprise, LLC
1 Sunset Lake Drive
Little Rock, Arkansas 72210
DBVB/Opel
Emprise, LLC
i Sunset Lake Drive
Little Rock, Arkansas 72210
Source of Title
Book 1222, Page 477, 429, 431, 433
Book 256, Page 218
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
,y1111lr lll,lr
cC,IST,�;
Ill fill lrrp
` STATE
= GNlO S eAT[fEE c'
1
rrrvriunl,117y1111
All requirements of the Pulaski County 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 Van McClendon
Director Pulaski County
Planning Board
CERTIFICATE OFPREL/M/NARY SURVEYING ACCURACY
1, Jeffery J. West, hereby Calory that this plat correctly represents a boundary survey made or
verified by me that all surveying requirements of the State ofAnimnsas and City of Little Rock
Subdivision Rules and Regulations have been complied with and filed for record as required.
-t-z3-a;3
Date of Execution J. est
Registered Professional
Land Surveyor No. 1498
Arkansas
CER77F/CATE OFPREGM/NARYENGINEER/NG ACCURACY
1, William L. Dean, hereby certify that this plat carnally represents a plat made by me, and that
Me engineering requirements of the Little Rock Subdivision Rules and Regulations have been
complied wifh.
-117-31 U (?,
�N='. \- .
Date of Execution
William L. Dean
Registerd Professional Engineer
No. 4418
Arkansas
CER7FICATE OF PREL ININA R YPLA 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 100-year flood zone per FIRM Panel for Pulaski
County, Arkansas, Community Panel 050117903830, Dated July 16, 1996.
Jeffrey J. West
Registered Land Surveyor
No. 1498, Arkansas
Ventana Ridge Drive - Collector (68' RNv, 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 (fill' R/W, Max. Grade = 15%) 21.
Variance requested: Maximum
Lawson Road -Minor Arterial (90' RNJ, Widening Only) Collector street grade to 15% to match
2.
Building lines: County requirements
Minor Arterial -35'
FygP.if-''GF
5
Collector - 30'
Pg t--a,
Pj
Residential - 25'
A H K ra x A S
3.
All easements shown are to be used for drainage and/or utilities unless otherwise noted.
�B8
4.
5.
Distance shown along curves are chord distances.
Source of water supply: Central Arkansas Water (CAW)
Q# R G 5 T 1i. E g9
6.
Source of wastewater disposal: Individual Penults by Lot Owner;
c• 4 110 N r
Q
7.
Length of internal streets: 10657 LF (approx)
-
t4 u t:1
9.
Average/Minimum Lot Sizes:
@
'
Average Size - 4.42 AC
�® No,4418
Minimum Size - 3.01 AC
/y
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 of closure: Greater than 1:50,000
14.
Lot Density: 0.2 Lots/AC
15.
Phasing:
Pha e i Lots 1-18
- O F tf°j' 4*4a
Phase 2 Lots 19-28
°•° �� ri r„
Phase 3 Lots 29-36
Phase 4 Lots 36-44
° V
17.
All streets will be constructed to Pulaski County Master Street Plan Standards, latest revision. CIVIL
18.
Maximum road grade for all roads =15%
� -ems DESIGN, INC 34
No. 102
Preliminary Plat
Ventana Ridge Estates
Phase 471'=G= 3
Revd.: July 22, 2008 An Addition to Pulaski County, Arkansas
Date: June 19, 2008
Drawn By: J.Dreher CIVIL DESIGN,
Designed By: J. Dreher
Checked By: W.L.Dean
Approved By: W.L. Dean 15104 CANTRELL ROAD, LITRE ROCK, ARKANSAS 72212 01