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Lot 10
52 Acres
30
Zone
Pond.'
352
Fn 1 "
P Top Pip
J
R-2
Howell
Floodway
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Floor
0
-ment Width, 6' ave Shoulders
Ditches
3. 6 Acres c
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Flood Zone
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Bryant
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Street Centerline Horizontal Data Table
UNE
ARC
CHORD BEARING
RADIUS
DELTA
CHORD
TANGENT
MIDDLE ORDINATE
DEGREE OF CURVE
CL-1
119.60'
S0305'58'W
C-1
158.87'
S19'38'57'W
300.00,
3305'57-
156.6r
81.72'
11.39'
2050'05'
CL-2
12.134'
S3611'56'W
C-"
185.66'
S185628'W
300.00'
343056
163.11
55.43'
12.38
2050'OS"
CL-3
103.44'
S01'd0'S9'W
C-3
118.39'
S09'37'18"E
3GO.00'
22'36'36-
117.62'
S9.97
5,82'
ISVV55
CL-4
206.20'
S20'55'36'E
C-4
319.56-
51221'49"W
300.00'
86'34'S0"
301.68'
180.57'
45.13
2050'OS'
CL-5
118.63'
S4519'13'W
C-5
286.37'
S15'49'15'W
-100.00'
59'39'56'
1 273,61'
1 15770'
35.44•
2050'05
CL-6
433.78'
S14 W42,E
C-6
102.31'
S0321'13'E
300.00'
2118'59'
101.72'
51.75'
C74'
205005'
CL-7
326.80'
S071817"W
C-7
98.83'
SO124'26,E
325.00'
172526'
98.45'
49,80'
3.75'
lr37*46'
CL-8
369.23'
S70'0109,E
C-8
195.49'
S087256 W
300.00'
3720'09'
192.05'
101.36
15.78'
190555-
CL-9
299.00'
S27'13'o1'W
C-9
219.08'
S061r46'W
300.00'
41'50'29'
214.25
114.88'
19.78'
1905'S5
CL-10
27242'
S14'3r29'E
C-10
123.19'
5272728,E
300.W
2539'59-
122.16'
6 -65'
6.87'
20'WO5
CL-it
215.50'
S4G1T28'E
C-11
331.72'
505,44,05,E
300.00'
6906'46'
89
48.52'
20'WO5,
4T-12
284.64'
S28'49'18'W
C-12
403.74'
S1314'16-E
300.00-
84'0708'
368.45'
24 ImS
70.83'
20'S005
CL-13
345.22'
S5517'50'E
CL-14
69.76'
58833,06,E
C-13
84.89'
S702a21'E
150.00'
3225'37'
83.78'
43.81'
3.97
3811'50'
CL-15
45170'
S540735'E
a-16
414.10'
!;F 11-E
a--17
456.34'
Ssi 3r56'E
C-14
260.31'
S6349'38,E
300.W
49'42'54'
252.22
138.98•
27.79'
IM'W
CL-18
315.77'
S385157E
C-15
154.25'
5830315,E
100.00'
88223Y
139.40'
97. 11
28.29'
S717'45
CL-19
54.20'
N5T4527E
C-16
172.a5'
N773S50'E
250.W
3936Y7"
169.42'
90.04'
14.79
22-OV06"
CL-20
567.03'
S873Y46'E
CL-21
61.61'
N8220`333W
C-171
80.64'
N56563VW
150.W
30'48'02'
79.67'
41.32'
S39
3811'S0
CL-22
374.64
S51'32'31"E
C-18
19&6Y
N8929'OYW
150.00'
7553'11'
184.46'
116.95
31.71'
3811'S0'
CL-23
131.16'
S523418-W
C-19
170.15'
S8504'03'W
150.00'
845931'
181.1T
95.55'
23.49'
3811'S0'
CL-24
22101'
N672611'W
C-20
117.32'
N84'W31"W
150.00'
44'48'40"
114.35
61.84
11.32'
3811'S0
CL-25
121.55
S72Y5'09'W
CL-26
23.36'
N5253'39"E
C-21
55.72-
N7059.29-E
1 75.00'
4233'S4'
S4.45
29.21'
5.11
7623040'
CL-27
326.62
S8T4s34'E
Seventh Day
W
N
0
E
100 0 100 200
scale feet
1 "=100'
LEGEND
O SET MONUMENT (1/2" REBAR & to CAP #1498)
• FOUND MONUMENT (AS NOTED)
0 CALCULATED POINT
Lot Dimension Data Table
LINE
I BEARING
I DISTANCE
LI
N0425'44"E
38.98'
L2
S8751'48"E
IFTS4
L3
58029 SYW
193.Or
L4
N042544'E
40.92'
L5
3a75V48"E
52.68
L6
1435_74LWE
37.42'
L7
S48'13'49"E
54.6V
L8
S03105'58"w
25.83'
L9
N00'0254"W
16.32'
L10
N3327'40 E
29.13'
Lll
N341847-W
39.53'
L12
N7857'59"w
21.OW
53
98372'14"W
15.3e
L14
N2917'12 W
21.00'
L15
N702021"W
67.01'
Li6
N86'33'OVW
7.77'
L17
541'12'3VW
39.53'
L18
S12'31'14'E
12.75'
L19
S66'40'56'W
4SAW
L20
S6719'25'W
21.00'
L21
N485W40W
31.37'
L22
NIO0709-W
6.60
L23
N0124'26W
89.37'
L24
S6259'48'E
21.00'
L25
N45'5008'W
33.9r
L26
N06'3VWW
40.75'
L27
14410110"E
38.93'
L28
N88-3756"w
R.39
L29
S671817"W
44.66'
L30
S661T5G'W
IT24
L31
S6726'03"W
21.00'
L32
N54042YW
27.71'
L33
N17'3120'W
24.77'
-.
S6656'32'E
95,60'
L35
S8220'33"E
tO.a9'
L36
541,47,56,E
32.50
W 7
50756 24 E
76.83
L38
S19.027-E
55.28'
L39
11
45.78'
L40
56253,10,E
21.0a
L41
5/40133'E
21.00'
L42
S63'4220E
21.w
L43
N14-OV33'W
21.OT
L44
N63'4423'W
21.10
L45
N8303'15'W
97.58'
L46
N3851'57'W
54.42'
L47
666'2043W
iFli
L48
96T31 50 W
21.00'
L49
S62'47'22'E
21.Do
LSO
96312'59'E
51.22'
L51
53851'57 E
54.42
L52
N26Y2'G8 W
21.00'
L53
N4512.06"W
82.M.
L54
S8507'G6'W
13.25'
L55
N7622'55'W
21.00'
L56
N7622'55"W
21.00'
L57
S8507'06"W
13.25
L58
N4512'06'W
82.38'
1.59
N26-42'0WW
2/.00
L60
S57'06'50"W
32.50
L61
N8220'33W
10.89'
L62
1166'511
63.73'
OwnerofRecord
Emprise, LLC
1 Sunset Lake Drive
Little Rock, Arkansas 72210
DeVe/Oper
Emprise, LLC
i Sunset Lake Drive
Little Rock, Arkansas 72210
Source of Toe
Book 1222, Page 477, 429, 431, 433
Book 256, Page 218
Boundary Corner Coordinates
1 133979.3861 1182829.6555
2 135711.3542 1182883.9839
3 135703.6496 1183094.0427
4 136426,0574 1163116.6050
5 136504.6174 1182116,6050
6 136584.2788 1183311.4750
7 136575.3226 1183551.5280
8 136269.0600 1183534.9404
9 136259,5931 1183734.7162
10 135247.7077 1183695.6322
11 135226.1328 1184162.5541
12 133929.7861 1184142.6232
\\11111111rrllrr r
`` lz"��"p1111llllllll/_ii''�CYJA
,` STATE OF",,-,
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ARX41VSAS
0. 1498
M
°"ArryLmnn'LTid�m���V°(,`(`�`�'P
'illl I11 1111"
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
YAAA �
\ " Rebar 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
vim
.• i�MEW
.• /rIIFM
O/T`� is _ . , - -
.,
I
Date
Date of Execution Van McClendon
Director Pulaski County
Planning Board
CER77F/CA7EOFPREL/N/NARYSURVEY/NG ACCURACY
1, JefferyJ. West, hereby certify that this plat comect/y represents a boundary survey made or
-2 verified by me that all surveying requirements of the State of Arkansas and City of Little Rock
Subdivision Rules and Regulations have been compfred with and flied for record as required.
-7 - 23 -08 w.ocN:5
ong Date of Execution J e J. est
Registered Professional
/ Land Surveyor No. 1498
Arkansas
d �q P, E OF
CER77FICA7E OFPREL/N/NARYENG/NEER/NGACCURACY 10'
1William 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. REGISTERED
0 P110fESSIONn
Ex,C,Iies:6 $
Date of Execution William L.Dean °®4�j� N0.4418
Registerd Professional Engineer ® e�
No. 4418 ®� /A
Q E
Arkansas �"`Mas Ao®m'q
CER7717CA7EOFPREUN/NARYPLA7APPROVAL �`4•es•acez.cs,.. Y
4,,•�� Q F A (r
All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation
and submittal to a preliminaryplat have been fulfilled, approval of this plat is hereby granted, o
subject to furtherprovisions of said rules and regulations. This CIVIL N t,
certificate shall expire £ f- DESIGN , I P1 Ci 4
y No. 102
Date
� °4 �$ ENri�� •04.
4
®°4°raeas°eeea
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 thef00-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
LEGAL DESCRIPTION
TOTALTRACT
THE NE114 NE114 SECTION 30, NW7/4 NW1/4, NE1/4 NW1/4 AND SWIM NI SECTION 29, SW1/4 SW/14 AND PART OF THE NWt/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 NW1/4 NW1/4 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 OV47'59" 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"42'36" E FOR 79.14 FEET TO THE NORTH LINE OF SAID NW1/4 SW7/4 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 5/8" IRON PIPS; 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
m LINE OF SAID SW1/4 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
CORNER NEIA NW7/4 OF SAID SECTION 29 AND A 5/8"IRON PIPE; T LINE OF SAID SW/14 SW/14 FOR 1296.48 FEET TO THE NORTHWEST
THENCE S 87°50'11" E ALONG THE NORTH LINE OF SAID NE7/4 NW1/4 SECTION 29 FOR 1327.02 FEET TO THE NORTHEAST CORNER
\OF SAID NEt/4 NW7/4 AND ACROSS TIE FENCE POST; THENCE S 01"41'01" W ALONG THE EAST LINE OF SAID NE114 NW1/4 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 NEVA NW1/4 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 NWIM SECTION 20 FOR 1310.60 FEET TO THE SOUTHEAST CORNER OF SAID
\SW/14 NW7/4 AND A 5/8" IRON PIPE; THENCE N 37'32'39" 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 VIE 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 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 NEIA NE1/4
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 NE114 NE1/4 FOR 1300.95 FEET TO THE NORTHWEST CORNER OF SAID NEt/4 NE114 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
General Notes:
1. StreetVentassificage 19. Existing and proposed zoning = R-2
I Arizona Ridge Drive - Collector(68'and Rid Max. Grade = Ridge
20. Tract 1 to be dedicated to Count
Arizona Drive, Outlook Cove, Grande Ridge Road, West Ridge Road y
-Residential (60' RNV, Max. Grade = 15%) 21. Variance requested: Maximum
I 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.
\ 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 Whaler (CAW)
6. Source of wastewater disposal: Individual Permits by Lot Owners
7. Length of internal streets: 10657 LF (approx)
\. 9. Average/Minimum Lot Sizes:
rV\J\ 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 of 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 3644
17. All streets will be Constructed to Pulaski County Master Street Plan Standards, latest revision.
18. Maximum road grade for all roads = 15%
Preliminary Plat
Ventana Ridge Estates
Phase I & 2
Plate I of 2
Revd.: July 22, 2008 An Addition to Pulaski County, Arkansas Date: June 19, 2008 CIVIL DESIGN, INC.
Drawn By: J.Dreher
Designed By: J. Dreher
Checked By: W.L.Dean 15104 CANTRELL ROAD, LITTLE ROCK, ARKANSAS 72212 (501) 868-7717
Approved By: W.L. Dean