HomeMy WebLinkAboutS-1544-A Map 3Lot Dimension Data Table
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LEGAL DESCRIPTION
TOTAL TRACT
THE NE114 NE1/4 SECTION 30, NW114 NW1/4, NE1/4 NW1/4 AND SW1/4 NW114 SECTION 29, SW7/4 SW/14 AND PART OF THE NWV4
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 ATTHE 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 NWI/4 NW114 SECTION 20 FOR 1732.82 FEET TO A 51T IRON PIPE; THENCE S 87°5256" E
FOR 210.00 FEET TO A 518" IRON PIPE; THENCE N 01°4r59' 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 04°4236' E FOR 79.14 FEET TO THE NORTH LINE OF SAID NWV4 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°0552' W FOR 306.60 FEET TO A 5/8' IRON PIPE; 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
LINE OF SAID SW7/4 SW7/4 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 SWI14
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 NEt/4 NW114 OF SAID SECTION 29 AND A SW IRON PIPE;
THENCE S 87°50'11" E ALONG THE NORTH LINE OF SAID NE1/4 NW114 SECTION 29 FOR 1327.02 FEET TO THE NORTHEAST CORNER
OF SAID NE1/4 NW114 AND A CROSS TIE FENCE POST; THENCE S 01'41'07" W ALONG THE EAST LINE OF SAID NEt/4 NWV4 FOR
1311.26 FEETTO THE SOUTHEAST CORNER OF SAID NE1/4 NW114 AND A 5/8" REBAR; THENCE N 87°4445" W ALONG THE SOUTH
LINE OF SAID NE114 NW114 FOR 1309.75 FEET TO THE SOUTHWEST CORNER OF SAID NEIA 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 FEET TO THE SOUTHEAST CORNER OF SAID
SW/14 NW114 AND A 5/8" 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 SW7/4 NW714 AND A 5/8" IRON PIPE; THENCE N 01°39'1 V E ALONG THE WEST LINE OF SAID
SW/14 NWV4 FOR 1306.04 FEET TO THE NORTHWEST CORNER OF SAID SW/14 NW114 AND A 5/8" REBAR; THENCE N 87°46'44" 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 NE7/4
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 NEIA NE1/4 FOR 1300.95 FEET TO THE NORTHWEST CORNER OF SAID NE7/4 NE1/4 AND A 5/8" IRON PIPE;
THENCE S 88°0343" E ALONG THE NORTH LINE OF SAID NEt/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
Ll
N0425'44 E
35.98'
L2
88751 48'E
187.54,
L3
56029S3
193.67'
L4
N0425 44
40.92'
L5
58751'48 E
5268'
L6
N35Z{'38
37.42'
L7
S481349'E
54.65'
Us
S03'0.5'58W
25.83'
1-9
N0002'5VW
16.32'
LID
N332740'E
29.13
1-11
1 N34'18'47 W
39.53'
L12
N78'57'59 W
21A0
L13
58332'14'W
15.34'
L14
N291 12"W
21.00
L15
N7020'21"W
67.01
LIS
N8633V6"W
7.77'
L17
54112 34 W
39.53
LIS
S1211'IeE
12.75'
L19
S66'40'56"W
49.19'
L20
587IV25'W
21.00'
L21
N4858'40'W
31.37
L22
N700709 W
6.60'
1-23
1`10124'26'W
89.37
L24
56259'48'E
21.00'
L25
N4550'66W
33.9T
L26
NO6'34'44'W
10.75'
1-27
N41'0V20'E
38.9E
L28
Na 3'37'56 W
50.39'
L29
S07'18'17"W
44.66'
L30
5661750 W
48.24'
L31
S5726'03"W
21.00
L32
N54'0423W
27.71'
L33
N17'31'20 W
24.77'
f
S8856'3YE
95.Bo'
L35
S8220'33'E
10.89'
L36
S41.47'56 E
32.5a
L37
50756 24'E
76.83
L38
S19'49'27'E
55.28'
L39
N255929E
46.78
L40
$825310'E
21.00'
L41
S14'0133'E
21.00'
L42
S63-42'20-E
21.00'
L43
N14V1'33 W
21.00'
L44
N63'44'23'W
21.10'
L45
N83V3'15'W
97.58'
L46
N3851.57 W
54.42'
L47
56620 4SW
48.15'
L48
567'31'5O'W
21.00'
L49
S6T47'22"E
21.W
L50
S63-12'59'E
51.2Z
L51
S385157'E
54.42'
L52
N26'4208 W
214V
L53
N451 06"W
82.36'
L54
S85-07.06 W
13.25'
L55
N762255'W
21.00'
L56
N7622'55 W
21.00'
L57
58 WO IN
13.25'
L58
N4512'06 W
82.36'
L59
N28'42'OB'W
21.00'
L60
$57'W50 W
32.50'
L61
N822O'33"W
10.89'
L62
N6656'3rW
63.73
S
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
Owner ofRecord
Emprise, LLC
1 Sunset Lake Drive
Little Rock, Arkansas 72210
Deve/opB/
Emprise, LLC
1 Sunset Lake Drive
Little Rock, Arkansas 72210
Source of 77tle
Book 1222, Page 477, 429, 431, 433
Book 256, Page 215
Street Centerline Horizontal Data Table
LINE ARC
I CHORD BEARING
RADIUS
DELTA
CHORD
TANGENT
MIDDLE ORDINATE
DEGREE OF CURVE
CL-1 119.60
S03V558 W
C-1 158.87
S1938'S7 W
300.00
3305'S7
/56.fi7'
81.72'
11.39
205005'
CL-2 123.34'
S361156'W
C- 165.66'
S18'5628'W
300.00'
34'30'S6'
183.17'
&5.43'
12.38'
2050'OS
CL-3 703.4-V
Sm'40'5VW
C-3 11 a39'
SO9'3718 E
356.00'
22'3V36"
117.62'
9.97'
5.82'
1905'55"
CL-4 206.20'
5205536E
C-4 319.56'
S1221'49"W
300.00'
6634'5cr
301.88'
180.5T
45.13
20-wm
CL-5 718.63'
54539'13 W
C-8 286.3T
515'4915'W
300.00'
S9'3V56'
27561'
157.70
36.44
2050'O5"
CL-6 433.7V
$14V0'42"E
C-6 102.31'
SO321'13"E
300.00'
2118'59'
101.72'
51.75'
4.74'
2050'05
CL-7 398d
5071817'W
C-7 98.SS
S0124'26"E
325.00
172V28'
98.45'
49.80'
3.7V
17'37'46'
CL-8 369.23'
SI00709'E
C-0 195.49'
S083256'W
300.00
372009'
192.05'
101.36'
15.78'
1905'55'
CL-9 299.00'
S271301 W
C-9 219.08'
SM17'46"W
300.00'
4150'29'
114.25'
114.68'
19.7W
1905 55"
CL-10 272.42'
S14'372WE
C-10 123.19'
S272T28"E
300.00'
25'3959
72216'
62.65'
fi.87
20'50'05'
CL-17 215.50
54017 28'E
C-11 1 331.72'
S0544'05 E
300.00'
690646
311.97'
189.40'
48,52'
205005'
CL-12 264.64'
S2849'18 W
C-12 403.74
513-14'16"E
300.0d
RUDE
368.45'
248.13'
70.83
2050'05"
CL-13 345.22'
S551TSWE
CL-14 69.76'
S86'33OVE
C-13 SCOW
S702021 E
750.00'
3225'31'
83.76'
43,61'
5.97'
38-IV50'
CL-15 491 0
5540T35"E
CL-16 414.10'
S8750 WE
CL-17 456.34
S88'3T56"E
C-14 260.31'
S63Y9'38
300.00'
49'4254'
25222'
138.98'
27.79'
1905'55'
CL-18 315.77
S38'51'57
C-15 154.25'
S830315'E
100.00'
8822'37"
139.40'
97.21
28.29
5717'45'
CL-19i 54.20'
N524527'E
C-/6 172.85'
N723S5VE
250.00'
3936'47
169.42'
90.04'
14.79'
2255'O6'
67 CL-20 5.03'
S8737'46"E
CL-21 6"l
N82Z0'3YW
C-17 80.64
7665W32"W
150.00
30'48'02'
79.67'
41.3T
5.39
381150'
CL-22 374.64'
913231"E
C-18 198.67
N892907-W
150.00'
7553'11'
184.46
/16.95'
31.71
3811'S0"
CL-23 131.16'
S52'34'18'W
C-19 170.15'
S65V4'03"W
750.00'
64'59'31"
161.1T
95.55'
23.49'
38'1T50'
CL-24 223.01'
N6226'11'101
N8450'31"W
150.00'
44'48'40'
114.3V
61.84'
11.32'
3811'S0'
S724509"W
WCL-276.62'
N525339'E
N7059'29"E
75.00
42'335V
54.45
29.21'
5.11'
7623'40'
W70.734'E
Boundary Corner Coordinates
15 132621.0036 1184108.3348
76 131312.1190 1184069.8563
17 13136ZI725 1182763.1355
18 132673.2791 1182796.3930
OlwnerofRacord
JCS Construction, LLC
#29 Stoneledge Drive
Moumelle, Arkansas 72113
Deveroper
JCS Construction, LLC
#29 Stoneledge Drive
Moumelle, Arkansas 72113
Source of77tle
Document NO. 2004051133
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
,,Juunllrprr
ARKANSAS �:
149$
-O- 'o
- GNATIIRE
LA�,o`'
'rrrry n l r 11111`1
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
CER77F/CAlEOFPREL/NINARYS4VRVEYINGACCURACY
1, Jeffery J. West hereby certify that this plat correctly represents a boundary survey made or
vented by me that all surveying requirements of the State ofArkansas and city of Little Rock
Subdivision Rules and Regulations have been complied with and filed for record as required.
7-23-o8 La Wir'-
Date of Execution J . West
Registered Professional
Land Surveyor No. 1498
Arkansas
CER77FICA7E OF PREL ININARYENGINEERING 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.
-I -'3 �� $
f91.ti • LZ -
Date of Execution
William L. Dean
Registerd Professional Engineer
No. 4418
Arkansas
CER77FICA TEOFPREUAflVARYPLA 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 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
-Residential (60' RNV, Max. Grade = 15%)
match County requL ements
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. 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)
9. Average/Minimum Lot Sizes:
Average Size - 4A2 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
1C 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 36- 4
17. All streets will be Constructed to Pulaski County Master Street Plan Standards, latest revision.
18. Maximum mad grade for all roads = 15%
Revd.: July 22, 2008
Date: June 19, 2008
Drawn By: J.Dreher
Designed By: J. Dreher
Checked By: W.L.Dean
Approved By: W.L. Dean
Preliminary Plat
Ventana Ridge Estates
Phase I & 2
Plate 2of 2
p �2�Ca5'r�siE31
iA0FE'3',1`IL-.'A
k,6'! N9,4418 <1i�Y
�-�j,�M
An Aaatnon to ruiasfa t_,ounly, ArRansas
CIVIL DESIGN, INC.
15104 CAN7RELL ROAD, LITRE ROCK, ARKANSAS 72212 (501) 868-7717