HomeMy WebLinkAboutS-1544-A Map 84p7
30
J,
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Lot 10
52 Acres
/� I
Zone
0
Pond.
R-2
100-Year /Ac/ • / / a N Howell
Floodway �Ir ov
um Fluu SS87*17' "E 20(
Is
rC wry/ , C0
Mini m Floor
v= 0.0
V /
Pavement Width, 6' eve Shoulders
w an Ditches
1(o 3. 6 Acres
CIO it I / /
� � �•�•�• 00-Year
I W `• Flood Zone
n _ �
1 a,
I UI � I \•�
^I 379.0
( I y r
I
I
V 1'
FXlStlfl9 �
\ Pond
Bryant
).00'
-� Fn
5 8" Pipe
Davios
R-2
Brucks
N
E
S
100 0 100 200
scale feet
1 "=100'
LEGEND
U SET MONUMENT (1/2" REBAR'. & ID CAP #1498)
O FOUND MONUMENT (AS NOTED)
zf� CALCULATED POINT
Lot Dimension Data Table
Street Centerline Horizontal Data Table
UNE
ARC
CHORD BEARING
RADIUS
DELTA
CHORD
TANGENT
MIDDLE ORDINATE
DECREE WRVE
CL-7
119.60'
S0.3'05'58"W
C-1
158.87'
S19'38'57"W
300.00'
33'05'57'
156.6Y
81.7Y
11.39'
2050'05'
CL-2
12334'
S3691'56'111
C-
165.66'
S18'S628'W
300.00
34'30'S6"
163.1 ]'
8543'
22.W
2050'OS"
CL-3
103.44'
S01'40'59W
c-
118.39'
S09'3718'E
300.00'
22'36'36'
117.62'
59,97'
5.82'
1995'S5'
CL-4
206,20'
S205636'E
c-
319.58
St 221'49 W
300.00'
1 661450
301.86
780.5Y
45.13
205005
CL-5
118.6s
S453TI3'W
C-
286.3Y
515'4995•W
300.00
59'39'56'
273.61'
157.70'
36.44'
2050'OS"
CL-6
433.78
S14W'42'E
c-
102-31'
1 S03211 YE
300.00'
2118'59'
101.72'
1 51.75'
4.74'
2050b5
CL-7
326.80'
SG71617'W
c-
May
50124'26'E
325.00'
172525'
98.45
1 49.80'
3.75
173 46
CL-8
369.23'
S10'0Y09'E
C-81
t95.49
SDCW56-W
30040'
3720*09'
192.05'
10I.36'
15.78'
19V5'55'
CL-91
299.X,
1 SZT'I '01Y
C-
219.08'
s061746-W
300.00'
415029'
214.25
114.68'
79.78'
19.05'55
CL-10
27Z42'
S143729-E
C-10
123-IV
SZr2Y28•E
300.00'
2539'59-
t22.i6'
82.65'
6.87'
2050'05"
CL-It
215-0'
S401726'E
C-11
MI.77
SW"c5'E
300.air
69T16/6'
311.9
189.40'
48.52'
20'50'05'
CL- 22
i84.64'
S28'4a18-*
C-12
403.74
93_416'E
300.00
84-0708"
368.45
248.13'
70.83'
2050'05"
CL-13
3452Z
S551 r5G'E
CL-14
69.76'
S863y06-E
C-13
84M'
S702a21'E
I5o0V
322531"
83.76'
1 43.61'
5.97'
3811,50"
a.-15
45L70'
S54Vr35i
CL-16
414AV
S575011'E
CL-17
456.3C
5813T36'E
C-14
260.31'
s6y49'38'E
300.00'
49'42'54-
252.22
1 138.98
27.79'
19-05'55"
CL-18
315.77'
53651'57-E
C-15
154.25'
S83WI5'E
100.
8822'37'
139.40
I 97.2l'
28.29
57'17'45
t1-19
54-a
N5T4527'E
_30 _04'
C-16
17ZZV
N723y50'E
250.00'
39M'47-
169.42
14.79
2255'06'
CL-20
567.OY
SB73746'E
CL-21
61.61'
Na=V33'W
C-17
M"
N6656'32'W
150.00'
30'48'02'
79.8T
41.3Y
-5.39'
3871'50
CL-22
374.84'
S513Z31'E
C-18
198.67
N892� _7'W
150.00'
755y11'
784.46
116.95'
31.71'
38'11'50'
CL-23
131.18'
s52'34`8'W
C-19
170.15'
SB5'O4'G3'W
150.00'
64593/'
187.17
85.55
2149'
381150'
CL-24
223.01'
1'W
C-20
117.37
W450'31-W
150.00'
44-48'40-
i14.35
61.84
11.32'
3811'50'
CL-25
121_'W
s7I45'09'W
CL-26
2338'
N5253'39'E
C-21
55.7Z
N7O5929'E
75.00'
4233'S4'
S4.45'
29.21'
S.71'
7623'40
CL-27
326.67
SB74y34`[.
No Acce3s
dove This
Seventh Day
u
O
(n
UNE
BEARING
DISTANCE
L1
N042544"E
38.98'
LZ
58T51'48'E
187.54'
L3
S802953'101
193.0
L4
140425 4" E
40.92'
L5
S8751'48 E
52.68'
L6
N35'2W38-E
1 37.42'
L7
S48IN49'E
54.65'
LB
S03V5'58'W
25.83'
L9
NOOT7254'W
16.32'
L70
N3327'40 E
2.9.13'
L11
N341847'W
39.53'
Lit
N78'5r59'W
21.00'
L13
5833214'W
15.34-
L14
N291712 W
21.00-
L15
N702V21'W
67A7
L16
N86'33'06'W
7.77'
L77
541-12'34'W
39.5Y
L18
SIT31 14'E
12.75'
L19
S66-4056"W
49.19
L20
5671925"W
21.W
LF
N4858'40'W
31.37'
L22
NIO-07-09•W
6.60
L23
N0124'26"W
89.3Y
L24
S62-W48"E
21.00'
L25
N455008'W
3197'
L26
1406-34'44"W
40.75
L27
N41'0120"E
38.93'
L28
N8837'56"W
50.39'
L29
S071817'W
44.66
L30
S6617'50"W
48.24
L31
S672603 W
21.00'
L32
N54'04'23W
27.71'
L33
N173/20"W
24.77'
L34
S66M'32'E
95.60'
L35
S8220'33'E
10.89'
L36
541'4Y56'E
3 2.50
L37
507M 24"E
76.8Y
L38
519-4927"E
55.28'
L39
N25'59 29 E
45.78'
L40
562'53'1O"E
21.00'
L41
S14'01 33"E
21.00'
L42
S634220 E
2I.00'
L43
N74'0133'W
21.00'
L44
N6344'23 W
21.10'
L45
N83T13'15"1111
97.58'
L46
T385V57"W
54.4z
L47
S662043 W
48.15
L48
s6731 50"W
21.00'
L49
S62'47 22'E
21.00'
L50
563'12'59 E
51.22'
L51
538'51'57"E
54.42'
L52
N26'42'08'W
21.00'
L53
N45'12'06'W
82.36'
L54
S85'07'06'W
13.25'
L55
N7622'55'W
21.00'
L56
N7622'55W
21.00
L57
S85'07'06'W
13.25'
L58
N4512'06"W
82.36'
L60
N26'42'We
21.00
L60
557T76'S0 W
32.50'
L61
N82-2O'3YW 1
10.89'
L62
N66456.32-W 1
63.73'
Owner of Record
Emprise, LLC
1 Sunset Lake Drive
Little Rock, Arkansas 72210
DeVa/Opel
Emprise, LLC
1 Sunset Lake Drive
Little Rock, Arkansas 72210
Soanse of IWO
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 1183116.6050
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
`\\\III lllllll /rr
cC,ISTFt,(;��',,
o` STATE OF
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NO 1 98 -=�=
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LA1`�
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CERTIFICATE OF PRELIMINARY PLAT APPROVAL
Reber 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
CER77FICA7E OFPRELININARYSURVEYING ACCURACY
1, Jeffery J. West, hereby codify that this plat correctly represents a boundary survey made or
verified by me that all surveying reauirements of the State of Arkansas and City of Little Rock
Subdivision Rules and Regulations have been conrpbed with and tied for reaDrd as required.
-7-23-09
Date of Execution J J-West
Registered Professional
Land Surveyor No. 1498
Arkansas
CER77,F7CATEOFPRELININARYENGINEERINGACCURACY
pf�p1E90 Q.
®a
Aitfsr l'sAS
1, William L. Dean, hereby certify that this plat comectly represents a plat made by me, and that
�eC
the engineering requirements of the Little Rock Subdivision Rules and Regulations have been
BE G t SCT E7ctE��G5
complied with.
$
F q
PBot:Eas9oivCilia
BANGIINE rk a�5
Date of Execution Wiliam L. Dean
0 G 4418
Registerd Professional Engineer
,d
/ r'r
e b
AM
No. 4418
Arkansas
"omeysmay
CERr1RCA TE OF PREL ININA R YPLA TA PPRO VAL
+++++pa++aan-aasYJ
A07
All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation
44 �OF
e.
and submittal to a preliminaryplat have been fulfilled, approval of this plat is hereby granted,
CIVIL
subject to further provisions of said miss and regulations. This
-�:;
certificate shay expire
}- DESIGN, I N C
.� tery;`
ey No. 102 ' d,
Date °L' ,,,W '� o
}� °pa4aa ua44++o
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)00-year flood zone per FIRM Panel for Pulaski
County, Arkansas, Community Panel 05011790353D, Dated July 16, 1996.
Jeffrey J. West
Registered Land Surveyor
No. 1498, Arkansas
LEGAL DESCRIPTION
TOTAL TRACT
THE NE114 NE114 SECTION 30, NWt/4 NW1/4, NE1/4 NW114 AND SW114 NW114 SECTION 29, SW1/4 SW/14 AND PART OF THE NW1/4
SW/14 SECTION 20 ALL IN TOWNSHIP i 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 NW114 NWi/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 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 04-42-36" E FOR 79.14 FEET TO THE NORTH LINE OF SAID NW1/4 SWIM SECTION 20 AND A 2" IRON PIPI_; 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°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 SWIM SECTION 20;
D SW114
N 20; THENCE S
LONG THE EAST LINE
EET TO
TO ENACE S 87CORNER O50NV E ALO1/4 OF NG TAID HE NORTH LINEO F SAID NE1 PIPE; W11114 SECT ON� THENCE S 87-24-33'E ALONG SAID NORTH LINE FOR 467.87 FEETTO A 5/8' B 9 FOR 1327.02 FENORTHEAST
TO THE NORTHEASTiCORNER
SAID NE114 NW1/4 AND A CROSS TIE FENCE POST; THENCE S 01 °41'01" W ALONG THE EAST LINE OF SAID NE1/4 NW1/4 FOR
1311,26 FEET TO THE SOUTHEAST CORNER OF SAID NEi/4 NW114 AND A 5/8" REBAR; THENCE N 87°4445" W ALONG THE SOUTH
LINE OF SAID NE1/4 N1W1/4 FOR 1309.75 FEET TO THE SOUTHWEST CORNER OF SAID NE114 NWi/4 AND A 518" REBAR; THENCE S
\ 01°16'06" W ALONG THE AST LINE OF SAID SW/14 NW114 SECTION 20 FOR 1310.60 FEET TO THE SOUTHEAST CORNER OF SAID
SW/14 NW1/4 AND A 518" IRON PIPE; THENCE N 87°32'39" W ALONG THE SOUTH LINE OF SAID SW.114 NWIM FOR 1317.40 FEET TO
THE SOUTHWEST CORNER OF SAID SWIM NWi/4 AND A 518" IRON PIPE; THENCE N 01'39'11" E ALONG THE WEST LINE OF SAID
SW/14 NW114 FOR 1306.04 FEETTO THE NORTHWEST CORNER OF SAID SW/14 NW1/4 AND A 5/8" REBAR; THENCE N 87°4&44" W
ALONG THE SOUTH LINE OF SAID NEIA NEt/14 SECTION 30 FOR 1309.10 FEET TO THE SOUTHWEST CORNER OF SAID NEIA NEi/4
BEING ALSO THE NORTHEAST CORNER OF PLANTATION ACRES SUBDIVISION AND A 5/8" IRON PIPE; THENCE N 00°23'42" E ALONG
THE WEST LINE OF SAID NE1/4 NEt/4 FOR 1300.95 FEET TO THE NORTHWEST CORNER OF SAID NE114 NE1/4 AND A 5/8" IRON PIPE;
THE
S 88°03'43" E ALONG THE NORTH LINE OF SAID NE1/4 NE1/4 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. Street classification:
i 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. Traci 1 to be dedicated to County
\ -Residential (60' RNV, Max. Grade = 15%) 21. Variance requested: Maximum
Lawson Road - Minor Arterial (90' R/W, Widening Only) Collector street grade to 157 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 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 - 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 36-44 -
17. All streets will be constructed to Pulaski County Master Street Plan Standards, latest revision. T
18. Maximum road grade for all roads = 15% ( (� F
1
Preliminary Plat ju
hentana Ridge Estates''1�
Phase 1 & 2
Plate I of 2
Revd.: July 22, 2008 An Addition to Pulaski County, Arkansas
Date: June 19, 2008
Drawn By: J.Dreher
Designed By: J. Dreher
Checked By: W.L.Dean
Approved By: W.L. Dean
CIVIL DESIGN, INC.
15104 CANTRELL ROAD, LITTLE ROCK, ARKANSAS 72212 (501) 868-7717