HomeMy WebLinkAboutS-1544-A Map 7Lot Dimension Data Table
LEGAL DESCRIPTION
TOTALTRACT
THE NE1/4 NE1/4 SECTION 30, NW1/4 NW7/4, NE7/4 NW1/4 AND SWi/4 NW114 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"47'57" 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"5256" E
FOR 210.00 FEET TO A 5/8" IRON PIPE; THENCE N 01'4759" E FOR 723.44 FEET TO A COTTON PICKER SPINDLE; THENCE N 67'23149"
E FOR 2D4.40 FEET TO A COTTON PICKER SPINDLE;
THENCE N 04"42'36" E FOR 79.14 FEET TO THE NORTH LINE OF SAID NW7/4 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 5/8" IRON PIPE; THENCE S
87'1 T1Y 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 SW1/4 SWIM 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
SWIA SECTION 20; THENCE S 01'2T56" W ALONG THE EAST LINE OF SAID SW114 SW/14 FOR 1296.48 FEET TO THE NORTHWEST
CORNER NE7/4 NW1/4 OF SAID SECTION 29 AND A 5/8" IRON PIPE;
THENCE S 87'50'11" E ALONG THE NORTH LINE OF SAID NE114 NW114 SECTION 29 FOR 1327.02 FEET TO THE NORTHEAST CORNER
OF SAID NE7/4 NW1/4 AND A CROSS TIE FENCE POST; THENCE S 01°41'01" W ALONG THE EAST LINE OF SAID NEIA NW114 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 NEt/4 NW114 FOR 1309.75 FEET TO THE SOUTHWEST CORNER OF SAID NE1/4 NW114 AND A 5/8" REBAR; THENCE S
01"16'06" W ALONG THE EAST LINE OF SAID SW/14 NWi/4 SECTION 20 FOR 131U.60 FEETTO THE SOUTHEAST CORNER OF SAID
SW/14 NW7/4 AND A 5/8" IRON PIPE; THENCE N 87°3239" W ALONG THE SOUTH LINE OF SAID SW/14 NW114 FOR 1317.40 FEET TO
THE SOUTHWEST CORNER OF SAID SW114 NW1/4 AND A518" 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 NW1/4 AND A 5/8" 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 NE'I/4 NE1/4
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 NE1/4 NE11/4 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 NE7/4 NE1/4 FOR 1328.75 FEET TO THE POINT OF BEGINNING AND
CONTAINING 215.142 ACRES, MORE OR LESS. SUBJECTTO THE RIGHT OF WAY OF LAWSON ROAD AND ANY OTHER EASEMENT OF
RECORD
Revd.: July 22, 2008
UNE
BEARING
DISTANCE
L7
N04K5'44'E
38.98'
L2
sarw78
187. 44,
L3
s80K9'53"W
19For
L4
N0425'44 E
40.92'
L5
S87'51'48'E
526V
L6
N352e38'E
37.42'
L7
S4813'49 E
54.65'
LB
S03V5'5a-W
25.83'
L9
NOOV254"W
16.32'
L10
N3327'40
29.13'
L71
N3418'47 W
39.53,
L12
N7857'59'W
21.00'
L13
SBY3214 W
15.34'
L14
N29'Ir12"W
0 0W
L15
N7020'21 W
67.01'
L76
N883306
7.77'
L17
STI'12 W
39.53'
LIS
512'31'WE
72.75'
L19
9940'5VW
49.19'
L20
S6719'25'W
21.00
L21
N48-M40-W
31.37'
L22
NIOW'09 W
6.60'
L23
N0124'26"W
89.37'
L24
56259'48
21.00'
L25
N4550'G8"W
33,97'
L26
NO3'34'44"W
40.75'
L27
N4101'20"E
38.93'
L28
N88'.05WW
50.39'
L29
9071817'W
44.6V
L30
5661'rS0 W
48.24
L31
S6726'03"W
21.00'
L32
N54V4'23"W
27.71'
L33
N17-31.20-W
24.77'
L34
S6656'32 E
95.6a
L35
S82K0'33"E
10.89
L36
S41'4 56'E
32.5o'
L37
S0756'2VE
76.83'
L38
S79'49K E
55.28'
L39
N2559'29"E
45.78'
L40
56253'10 E
21.0V
L41
S14V1'33"E
21.00'
L42
563'4220'E
21.00'
L43
N14V1'33"W
21.00
L44
N63'44'23-W
21.10'
L45
N83V3'15
97.58'
L46
N3851'57'W
54.42'
L47
S66K0'43'W
4T15
L48
567'31 50-W
21.00
L49
SBT47'22"E
21.00'
L50
56312 59 E
51.22'
L51
53851'57'E
54,42'
L52
N26-42'08'W
21.00
L53
N451206'W
82.36'
L54
S85V7'G6-W
13.25'
L55
N762255'W
21.00'
L56
N7622'55'W
21.00'
1.57
SBSV7'O6'W
13.25'
L5B
N4512'O6 W
82.36'
L59
N26'42'o8'W
2LOV
L80
557V6'S0'W
32.50'
l&1
N822033'W
10.89'
L62
NB6'%32 W
63.73
W
E
100 0 100 200
scale feet
1 "=100'
LEGEND
O SET MONUMENT (1/2" REBAR & ID CAP #1498)
• FOUND MONUMENT (AS NOTED)
A CALCULATED POINT
Street Centerline Horizontal Data Table
LINE
ARC
CHORD BEARING
RADIUS
DELTA
CHORD
TANGENT
I MIDDLE ORDINATE
DEGREE Or CURVE
CL-1
119.60,
503'OW58"W
C-1
158.87'
S19'38'57"W
300.00
33V5'57-
156.67'
81.72'
11.3W
2050V5'
CL-2
123.34'
S361156'W
C-2
165.66'
S18'56'28'W
300.00'
3430'56-
16117'
85.43'
12-38
20'50'05-
CL-3
103.44'
9F 40'69 W
C-3
118.39'
509'3718"E
300.00'
22'36'36"
11'7.62'
9.97'
5.82'
19V5'S5
CL-4
205.20'
52055'36"E
C-4
319.56'
S1221'49'W
30OW
6634'50"
301.88'
180.57,
45.13'
205005"
CL-5
11a63
54539'13"W
C-5
256.37'
S15'49'15-W
300.00'
59*39,56,
273.61'
157.70
36.44'
2050'05"
CL-6
433.78
S14V042-E
C-6
102.31'
S0321'13 E
300.00'
2118*59'
101.72'
1 51.7V
4.74'
2050'05"
CL-7
326.80'
SG7'18'17'W
C-7
98.8N
SO124'26'E
325.00'
1725'26'
98.45'
49.80'
3.75'
173746"
CL-8
369.23'
S70VT09'E
C-8
15.4V
S0832'S6"W
300.W
3720'09"
192.05'
101.36
75.78
19V5'55"
CL-9
299.00'
S2713'01"W
11-9
219.08'
S0617'46-W
300.00'
4150'29"
2T4.25'
114.66'
19.78'
19VVW
CL-10
272.42'
914W'2VE
C-10
123.19
52727'28 E
300.GO
2539'59'
122.16'
62.65
6.8
2050'05"
CL-11
215.50'
S4017'28'E
C-11
331.72'
S05'44'05'E
300.00'
69'06'46'
311.97'
189.40'
48.52
20'50'05'
CL-12
284.64
S28'49'18'W
C-12
403.74'
S1314'16'E
3W.00
84V7'08
368.45'
248.13'
70.83'
20'S0'05'
CL-13
345.227
S551r50 E
CL-14
69.76'
S86'33'06"E
C-13
84.89'
S7020'21'E
15OGO'
3225'31
&1.76'
43.61'
S.9Y
3811'S0'
CL-15
451.70'
S54V7'35'E
CL-18
414IO'
S875011"E
CL-17
W56 34'
S88'37'56'E
C-14
260.31'
S63'49'38"E
300,00'
49'425e
252.2;e
138.98'
27.79
19V555'
CL-18
315.77'
S3851'57E
C-15
154.25'
S83V3'15 E
100.00,
88K2'37'
139.40
97.21'
28.29'
5717'45'
CL-19
54.20'
N52'4527-E
C-16
172.85
N72'33'5WE
250.W
39'36'47-
169.42'
90.04'
14.79'
2255'06'
CL-20
567.OS
S8737'46'E
CL-21
61.61'
N8220'33'W
C-17
80.64'
N665632 W
150.W
-TO 4802"
79.6T
t7.32'
S.39
3811'50'
CL-72
374.64'
S513231'E
C-18
198.67
N89K9'0TW
150.00
75'5vii
184.46'
116.95'
31.71'
3a11 So'
CL-23
131.16'
S52341B'W
C-19
170.15'
S85'04'03'W
150.00,
6459'31
161.17'
95.55'
23.49'
M-IV 0-
Q-24
223.m'
N62K6'11'W
C-2
117.35
N845031
/50.00'
44'48'40'
114.35'
B1.BL'
11.32'
3811'50'
CC-2
121.%
572'45'09-W
CL-28
23.38'
N5253.39-E
C-21
55.72'
N7359.29-E
75.00'
42'33'54'
54.45'
29.21'
5.11'
762340-
CL-27
326.62'
S87.43 34-E
General Notes:
0"erofRecord
Emprise, LLC
1 Sunset Lake Drive
Little Rock, Arkansas 72210
Developer
Emprise, LLC
1 Sunset Lake Drive
Little Rock, Arkansas 72210
Source of770e
Book 1222, Page 477, 429. 431, 433
Book 256, Page 218
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
All requirements of the Pulaski County Subdivision Rules and Regulations relotive
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
CERTIFICATE OF PREL /M/NARY SURVEYING ACCURACY
Van McClendon
Director Pulaski County
Planning Board
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 complied with and filed for record as required.
-7-23-0a W
Date of Execution JefibW. West
Registered Professional
Land Surveyor No. 1498
Arkansas
CERTIFICATE OFPRELWINARYENGINEERING 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.
Date of Execution
William L. Dean
Registerd Professional Engineer
No. 4418
Arkansas
CER77FICATE OF PRELIMINA R Y PLA 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
1 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
1. Street classification
Ventana Ridge Drive - Collector (68' RNJ, 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' RIW, 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' 22. All lots are limited access to one
Collector-30' street per lot.. No double access lots are
Residential - 25'
allowed. trie1a1Ev74
3. All easements shown are to be used for drainage and/or utilities unless otherwise noted. �® C-"'"4
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 (approx) 6 R
9. Average/Minimum Lot Sizes: ® F' ft 8 F E Sq S € :` sd :9 I z
Average Size - 4.42 AC a1 3• s; -:.,, st .4,
Minimum Size - 3.01 AC
10. Basis of bearing: Boundary Survey by Jeff West, No. 1498 Dated February 23, 2007, L•�
11. No existing restriction or covenants exist. :y N0..4418 , y
12. Minimum finished floor elevation required for Lot 1 and Lot 2 only.
13. Error of closure: Greater than1:50,000
14. Lot Density: 0.2 Lots/Ac
15. Phasing:
Phase 1 Lots 1-18 °aa4ave•na44
Phase 2 Lots 19-28 OF F AU )4%4
Phase 3 Lots 29-36
Phase 4 Lots 36-44 •°o VQ 0� 00
17. All streets will be contracted to Pulaski County Master Street Plan Standards, latest revision.
18. Maximum road grade for all roads = 15% o I V I
L A
DESIGN, INC -I
tly No.102 0',
Preliminary Plat �®
E
Ventana Ridge Estates m4®�'''`��s°Q
a444ovw
Phase 4
Date: June 19, 2008
Drawn By: J.Dreher
Designed By: J. Dreher
Checked By: W.L.Dean
Approved By: W.L. Dean
An Addition to Pulaski County, Arkansas
CIVIL DESIGN, INC.
15104 CANTRELL ROAD, LITRE ROCK, ARKANSAS 72212 (501) 868-7717