HomeMy WebLinkAboutS-1544-A Map 5Lot Dimension Data Table
LEGAL DESCRIPTION
TOTAL TRACT
THE NE1/4 NEIA SECTION 30, NW114 NW114, NE7/4 NVVIA AND SW1/4 NW1/4 SECTION 29, SWIA 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 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 NW7/4 NWt/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 518" IRON PIPE; THENCE N 01"47'59" 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°4236" E FOR 79.14 FEET TO THE NORTH LINE OF SAID NW1/4 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"17'13" E FOR 200.00 FEET TO A 5/8" IRON PIPE; THENCE S 02°73'51" W FOR 1012.88 FEET TO A 5/8" IRON PIPE ON THE NORTH
LINE OF SAID SWi/4 SWIA 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
SWIM 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 NE1/4 NW114 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 NE114 NW7/4 AND A CROSS TIE FENCE POST; THENCE S 01"41'01" W ALONG THE EAST LINE OF SAID NE114 NW7/4 FOR
1311.26 FEET TO THE SOUTHEAST CORNER OF SAID NE1/4 NW114 AND A 5/8" REBAR; THENCE N 87"44'45" W ALONG THE SOUTH
LINE OF SAID NE114 NW1/4 FOR 1309.75 FEET TO THE SOUTHWEST CORNER OF SAID NE114 NW1/4 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
SW/14 NW1/4 AND A 5/8" IRON PIPE; THENCE N 87"32'39" W ALONG THE SOUTH LINE OF SAID SWI14 NW1/4 FOR 1317.40 FEET TO
THE SOUTHWEST CORNER OF SAID SW1/4 NW1/4 AND A 518" 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 SW/14 NW114 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 NE114 NE1/4 FOR 1300.95 FEET TO THE NORTHWEST CORNER OF SAID NE1/4 NE1/4 AND A 5/8" IRON PIPE;
THENCE S 88"03'43" E ALONG THE NORTH LINE OF SAID NE1/4 NE114 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
I DISTANCE
U
N04-25.44-E
38.98'
L2
97514WE
187.54'
L3
98029'53'1'I
193.OT
L4
NO42V"
40.92'
L5
SB751'48-E
52.68'
LB
N352438 E
37.42'
L7
54813'4VE
54.65'
L8
SD3'05'55 W
25.83'
L9
NOOVZ'54 W
16.32'
L10
N332 40 E
29.13
L11
N3418'4 W
39.53'
L12
N78'57'59"W
21.00
U3
S83'32.14'W
15.34'
L14
N291T12 W
21.00'
LIS
N7020'21'W
67.01'
L16
N8653'06'W
7.77'
L17
S4112 34 W
39.53'
LIS
512'JVI4'E
12.75'
1-19
S66'4056 W
49.19'
L20
S6719'25W
21.00'
L21
N4858'
31.37'
L22
N1UV709 W
6.60'
L23
N012426 W
89.37'
L24
S6259'48
21.00'
L25
N4550.08-W
33.9T
L26
N063444'W
4F75'
L27
N41-01'2O'E
38.93'
L28
NSS'37'56 W
50.39'
L29
S0718'17"W
44.66'
L30
9817 50 W
48.24'
L31
56726'03"W
21.00
L32
N54'0423
27.7V
L33
N17'3120"W
24.77'
L34
S8856'32-E
95.60'
1.35
S8220'33-E
10.89'
L36
S41'4 56 E
32.50'
L37
S0756'24 E
76.8Y
L38
S19'49'27'E
55.28
L39
N2559 29 E
45.78'
L40
S62WIO-E
21.00'
L41
94ro13SE
a.od
L42
S534220
21.00'
L43
N14'01'33"W
21.00
L44
N63'4423 W
21.10'
L45
N83'03'15"W17108.p8'
L46
N3851'57"W2'L47
S66204SW'L48
S67-31.50"W'L49
S62'47'22'E'L50
56312'59 E'L51
S38'51'57"E2L52
N26.42GWW'L53
N4512'O6'W6'L54
585mTO6
5'L55
N7-6-T2 WL56
N7622'55 W0'
L57
S85'07'06 W
13.25'
L58
N4512'06 W
82.36'
1.59
N26-42.08"W
21.00'
L60
557'W50'W
32.50
l61
N8220'33'W
10.89
Lb2
N66'W32'W
63.73'
E
9
100 0 100 200
scale feet
1 "=100'
LEGEND
O SET MONUMENT (1/2" REBAR & ID CAP #1498)
• FOUND MONUMENT (AS NOTED)
CALCULATED POINT
Owner of Record
Emprise, LLC
1 Sunset Lake Drive
Little Rock, Arkansas 72210
Developer
Emprise, LLC
1 Sunset Lake Drive
Little Rock, Arkansas 72210
Source Of r/90
Book 1222, Page 477, 429, 431, 433
Book 256, Page 218
Street Centerline Horizontal Data Table
LINE
ARC
CHORD BEARING
RADIUS
DELTA
CHORD
TANGENT
MIDDLE ORDINATE
DECREE OF CURVE
CL-1
119.60'
S03'05'5B"W
C-1
158.87'
S19'38'57'W
300.W
33.0557
156.67'
81.72'
11.39
2050D5"
CL-2
123.34'
S361156'W
C-2
165.66'
S7856'2.',W
300.00'
34W'56"
163.17'
85.43'
12.38'
2050'OS'
CL-3
103.44'
S01'4VBVW
C-3
118.39'
S09'3718 E
3GO.Oa
22-36'36'
117.62'
S9.97'
5.87
19'05'., 5
CL-4
206.20'
52055'36E
C-4
319.56'
S1221'49'W
300.00,
6634'50'
301,88'
180.57'
45,13'
20'50g5
CL-5
11863'
S4579'13 W
C-5
286,37'
SIT49'15'W
300.00'
59139'56'
273.61'
157.70'
36.44
2050'05-
CL-6
433.78'
S14'00'42"E
C-6
102.31'
S0321'13"E
300.00'
2118'59"
101.72'
51.75
4.74'
2050'05'
CL-7
326.80'
S0718'17'W
C-
98.83'
Sm24'28'E
325.00'
172528'
98.45'
49.80
3.75'
17'3T46"
CL-8
369.2Y
510m7'09 E
C-a
195.49'
S08'3256W
W.00'
3720'09'
192.05'
101.36'
15.78'
19V5S5
CL-9
299.00'
S271SO1 W
C-9
219.08'
S0617'46"W
300.00'
4150'29"
214.25'
114.68'
19.78
19'05'55'
CL-10
272.42'
S14'37'29'E
C-10
123.19
52727 28 E
3W.
25'39'59'
122.16'
62.65'
8.87
2050b5'
M-11
215.5
SS40-17'28"E
C-11
1 331.72'
S05%4'05"E
300.0a
69'0646'
311.97'
189.40'
48.52'
2050'05'
CL-12
284.64'
S2899'18 W
C-12
403.74
5131416'E
300.00'
84'07'08'
368.45'
248.13'
70.83'
20'50'05'
CL-13
345.2z
S5517'5O'E
CL-14
69.76'
98633 D6"E
C-13
84.89
S70'20'21'E
150.00'
3225'31'
83.76'
43.61'
S.9T
3811'S0'
CL-15
451.70
554'0T35'E
CL-16
414.10'
S67'50'11'E
CL-17
456.34
S88'3756 E
C-14
260.31'
S6349*38 E
300.00'
49'4254'
252.22'
138.9Er
27.79'
190555'
CL-18
315.7T
S385157 E
C-15
154.25'
S83V3'15'E
100.00
882237
139.40'
97.21
28.29'
5717'45'
CL-191
54.20'
N524527-E
C-16
172.85
1472'3350"E
250.00'
3936'47
169.42
90.04'
14.79'
2255'05'
CL-20
567.03'
78737'46"E
CL-21
61.61'
N822033W
C-17
80.64
N665632W
150.00
2F48'02
79.6T
41.32
5.39'
381150'
CL-22
374.64'
SSP32'31'E
C-18
198.67'
N892907-W
150.00'
75'535r
184.46
116.95'
31.71'
3811,50"
CL-23
131.16'
5523418"W
C-19
170.15'
S65'04'W'W
150.W
84' 31"
761./T
45.55'
23.49'
381VW
CL-24
223.01
96226'11"W
C-2
117.32'
Na45031'W
'50.00'
44'48'40'
1R35'
61.84'
11.32'
881 VSO'
CL-25
121.55
S72' 55 M'W
CL-25
23.W
I N52'53'39"E
C-2/
55.72 1
N70'59'29"E
1 75.09
42'3TW
54.4s
29.21
S.t1'
752340"
CL-271
326.62
SBT43.34
Boundary Corner Coordinates
15
132621.0036
1184108.3348
76
131312.1190
1184069.8563
77
731367.1725
1182763.1355
18
132673.2791
1182796.3930
lwtu
OwrrerofRecord
JCS Construction, LLC
1129 Stoneledge Drive
Moumelle, Arkansas 72113
Deve/opal
JCS Construction, LLC- dANNIM1111'
.#29 Stoneledge Drive
Moumelle, Arkansas 72113
Source Of rAe
Document NO. 2004051133
Zom
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
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 T Van McClendon
Director Pulaski County
Planning Board
CER77FICATE OF PRELIM/NARY SURVEYING ACCURACY
1, Jeffery J. West, hereby certify that this plat correctly represents a boundary survey made Or
verfied 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.
-1-23-oa Lu
Date of Execution ~J-West
Registered Professional
Land Surveyor No. 1498
Arkansas
CERrIFICA7EOFPREUM/NARYENGINEER/NGACCUR4CY
1, William L. Dean, hereby certify that this plat correctly represents a plat made by me, and that
the engineering requirements of the Little Rack Subdivision Rules and Regulations have been
complied with.
-II-L-3%u8 MV1 -�Z
Date of Execution William L. Dean
Registard Professional Engineer
No. 4418
Arkansas
CERTIFICATE OFPREUM/NARYPLA rAPPROVAL
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 05011790383D, Dated July 16, 1996.
Jeffrey J. West
Registered Land Surveyor
No. 1498, Arkansas
19. Existing and proposed zoning =
General Notes:
R-2
20. Tract 1 to be dedicated to
1. Street classification:
County
Ventana Ridge Drive - Collector (68' R/W, Max. Grade= 15%)
21. Variance requested: Maximum
Arizona Drive, Outlook Cove, Grande Ridge Road, West Ridge Road
Collector street grade to 15% to
-Residentia; (60' RNV, Max. Grade = 15%)
match County requirements
Lawson Road - Minor Arterial (90' RNJ, Widening Only)
22. All lots are limited access to one
2. Building lines:
street per lot. No double access lots
Minor Arterial -35'
are allowed.
Collector - 30'
Residential - 25'
3.
All easements shown are to be used for drainage and/or utilities unless otherwise noted.
4.
5.
Distance shown along curves are chord distances.
Source of water supply: Central Arkansas Water (CAW)
1 Eli ri Ay 91
h,J
6.
Source of wastewater disposal: Individual Permits by Lot Owners
9 * x
BEG I
7.
Length of internal streets: 10657 LF (approx)
s n 9i i. 1:
9.
Average/Minimum Lot Sizes:
A L
Average Size -4A2 AC
�'�, is E:.,u-
Minimum Size - 3.01 AC
10.
11.
Basis of bearing: Boundary Survey by Jeff West, No. 1498 Dated February 23, 2007.
No existing restriction or covenants exist
// n�
® ` I o,4418 J.
12.
Minimum finished floor elevation required for Lot 1 and Lot 2 only.
Nt �Z
13.
14.
Error of closure: Greater than 1:50,000
Lot Density 0.2 LofslAC
�<!�M
:
15.
Phasing:
Phase I Lots 1-18
Phase 2 Lots 19-28
•ot'4pDo F ®A
Phase 3 Lots 29-36
Phase 4 Lots 36-44
e4* ,`� tfT
ee°�Q" 0
17.
All streets will be constructed to Pulaski County Master Street Plan Standards, latest revision.: ,�
18.
Maximum road grade for all roads =l5%
�C ,CIVIL r
DESIGN, INC ?
;w No. 102
Preliminary Plat
Ventana Ridge Estates
��`•';�as4s<e'°'
Phase I & 2
Plate 2of 2
Revd.: July 22, 2008
An Addition to Pulaski County, Arkansas
Date: June 19, 2008
Drawn By: J.Dreher
C, I V I L DESIGN
INC.
Designed By: J. Dreher
Checked By: W.L.Dean
Approved By: W.L. Dean 15104 CANTRELL ROAD, LITRE ROCK, ARKANSAS 72212
(501) 868-7717