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LOCATION
VICINITY MAP
CURVE
LENGTH
CURVE TABLE - PHI STREET
CORD DIST
DELTA ANGLE
CURVE
LENGTH
RADIUS I
CORD DIR I
CORD DIST
DELTA ANGLE
C1
24.48
1000.00
NW1921W 1
24.48
1°24'09"
C2
91.01
200.00
558°39'28"E
80.23
28°0420"
C3
188.33
250.00
N62°24'15'W
185,17
38°34'42"
Cq
886
2.
]5.00
388°7B'IMW
80.88
47°5216"
C5
95.38
100.00
N60°2557W
81.]8
54°3808"
2925
115.00
CURVE TABLE - PHI LOTS
2917
14°3418"
CURVE
LENGTH
I RADIUS
CORD DIR
CORD DIST
DELTAANGLE
CB
14.131
275.00
N45°5446W
14.13
2°5838'
07
95.76
275.00
N57MI'37W
95.28
19°57'08"
C8
20.91
275.00
N69°3054W
2091.
4°2125°
09
53.48
175.00
S82°5616E
53.28
17°WAV
C70
43.01
2500
104°54'OTE
37.90
28°33'40"
C11
41.78
Saw
S68'18'IMW
40.574i5296"
895923
C12
71.52
75.00
NW°25'57W
88.84
54°38'06"
C13
16.69
20.00
NW°12'44'W
16.21
4748'22"
C14
48.06
47.00
$13°23'OT'E
44.24
50°0909"
cis
32.83
47.00
S81°2629E
32.17
40°0117"
C,6
44.09
47.0
W1°3929"E
42.49
53°4505°
Cil
30.481
47.0
N28°71'W"E
29.95
37°0934"
C18
40.45
47.00
NWOT54'W
39.21
49°7533"
CIO
32.17
47.00
1,1611943"W
31.65
39113'08"
C20
16.69
20.0
S5M1WE
16.21
47°4822"
C21
52.96
127.39
N43°01'O7W
52.58
23°4910"
C22
29.26
125.0
N61'4458W
29.20
13°2450"
C23
38.8
125.00
We4310W
3Bw
18131135"
C24
6.04
126.00
NW21-59'W
8.04
2°4602"
C25
40.73
700.00
160°34'5802
40.45
23°2005"
C26
35.4811A)0
S5B°45'03W
35.29
20°7944"
C27
7.34
100.0
S48°28'WW
7.34
41228°
228
39.27
25.00
N89°2244"E
35.38
80°0000"
C29
38.27
25.0
N00°3T16'W
35.36
90°0000"
C30
38.68
25.0
N88°49391
34.92
88°3551"
C31
23.58
975.00
N46°1921W
23.86
1°2409"
C32
7.42
8.00
N19'0322'W
7.16
53°0]48"
Cm
40.17
47.00
516°5835"E
38.98
48°59'14"
C34
32.83
47.00
S61°28'2VE
3217
40°01'1]"
C35
44.09
47.00
1471°3829'E
42.48
53°4505"
C38
30.48
47.00
N26 -11'09"E
29.95
3TW'34"
C37
39.40
47.00
N16°24'40W 1
38.26
48°02'05"
C38
43.80
47,00
N62°095502
42.23
43°2525"
C39
4.05
4700
188°492402
4.N
14°5058"
C40
7.42
8.00
S72°11'11'E
7.16
53°OT48"
C41
25.09
1025.0
N461921W
25.09
1°24 W
C42
'.BB
25M
S01-In'E
35]9
91°2406
CO
37.M
2600
588°490002
33.74
"52'32'
244
83.02
225.00
558°51'18"E
83.47
18°1304"
C45
18.57
225.00
388°79'4TE
18.57
4°4348"
C46
1 68.22
225.00
N64°70'52'02
58.05
14°49'29"
C47
1 58.22
225.00
N49°2T23'W I
14°49'29"
CURVE
LENGTH
CURVE TABLE- PH II STREET
CORD DIST
DELTA ANGLE
CURVE
I LENGTH
I RADIUSCOPD
DIR
CORD DIST
DELTA ANGLE
C48
44.87
65.00
622°15'00E
43.83
46°4418'
C49
86,191
W.Wl
1,123°1833"E I4.7
B 1
42°08'20'
CURVE TABLE PH II LOTS
L -a5 i •
CURVE
LENGTH
RADIUS
CORD DIR
CORD DISI
DELTA ANGLE
C50
3927
25.00
SW°37,BE
3538
90°0000"
C51
2925
115.00
1,137°0534E
2917
14°3418"
C52
90.28
175.00
N22°1 BORE
3017
15°04'38'
CM
95071
115.001
NW°29051
2502
12°2924'
C54
15.24
40.00
N29 0939 E
15.15
4942
21°"
C55
3457
40.00
N06°432702
33.77
49°5830"
C56
36.471
40.001
N57°4641"
3522
52-1358-
057
29.87
40.00
374°40'3702
29.18
42°47'28'
CM
39.27
25.00
N42°45'18"
2.5'.!5
895923
C6,
39.271
25.00 1
NBSW44"E
3536
90°0000"
C62
74.84
30.00
331°27'09"E
14.89
2B•20'14"
C63
9.83
30.00
SOB°05'02"E
9.59
18°29'03"
C64
39.27
25.00
S46°OTOOW
35.36
90°00'00"
CBS
39.27
25.00
N43MWW
35.38
90°00'01"
C86
9.49
80.00
S02°1657 -E
9.49
6°4754'
C67
SBW
SOMI
878°25'32"E
35.30
25°29'1W
C68
20.18
1NMI
538023'43"E
20.12
14°2T06
C101
1 47.81
65.00
N23°78'33'E
46.73
42'08'20"
CURVE
LENGTH
CURVE TABLE -PH III STREET
RADIUS CORD DIR
CORD DIST
DELTA ANGLE
CIM
73.28
120.00
S71°2336'E
72.13
34°58'4T
C70
1 122,361
150.00
S22°15'08'E
119.001
46°44'18'
C71
I 2AMI
1000.0
S46°19'21"E I
24.48
1°24'09"
CURVETABLE- PH III LOTS
L -a5 i •
CURVE
LENGTH
RADIUS
CORD DIR
CORD DIST
DELTA ANGLE
C72
23.Mli
97500
S46 -1523'E
23.32
1°22'13"
C73
0.54
975.00
S4i002T'E
0.54
0°01'65"
C74
5.711
35.12
StSwIs1°E 1
5.71
9°19'25"
C75
19.38
1025.56
546°0948"E
19.38
1°0456"
C76-CS4
NOT USED
CBS
38.91
48.00
N26°58'4O'W
37.85
46°2646"
C86
14.57
15.00
S3,°3506"E
14.01
55°39'39'
C87
48.88
9500
57 095R
48.32
292605"
CSB
44.73
25.0)
3951149'W
39.00
102°3922'
689
60.87
125.W
S25°2024"E
60.27
27°5405"
C90
13.81
12500
S42°2722"E
mw
6°1949"
C91
E24E
175.M
535234 -
5213
297^C'1'
C92
62.46
775.0
SW5645'E
62.13
292]01'
C93
17.22
26M
N24°2T07 W
16.08
39ZT45'
C94
iBn
2500
NIM°561202
10.10
37°3425°
C95
63.09
14 .W
869"1731"E
62.59
24°6547'
CSS
7.40
145.0
855021456E
7.40
2°55'25"
C97
11.65
27.00
S41°32'40E
11.56
24°43'08"
C98
33.34
27.00
908°,19702
31.26
70°44'48"
C99
41.52
48.00
S86°2tl20W
40.23
49°33'19'
C700
3241
48.00
NW3232W
31.79
38°40'58"
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TOTAL PROPERTY DESCRIPTION \/
8 Part of the south half ofthe NEIA, Section 14, T -1-S, R 13-W, Pulaski County, Little Rock, Arkansas. -
More particularly described as follows:
Beginning at the ce nter of Section 14, T- I -S, R -13-W, thence North 89 degrees 03 minutes 51 seconds Wit, 2659.14';
thence North 00 degrees 30 minutes 39 seconds West, 655.19', to the point of beginning; thence South 36 degrees 53 /
minutes 30 seconds West, 1015.30% thence North 44 degrees 32 minutes 00 seconds West, 60.00'; thence North 44
degrees 32 minutes 00 seconds West, 471.49'; thence North 45 degrees 37 minutes 16 seconds West, 636.99'; thence
North 35 degrees 50 minutes 06 seconds West, 466.40'; thence North 01 degrees 07 minutes 00 seconds West, 60.00';
thence South 88 degrees 53 minutes 00 seconds East; 1965.46'; thence South 01 degrees 151ninutes 30 seconds Fast,
671.26' to the point of beginning containing 36.1 acres more or less. NAME OF SUBDIVIDER:
WOODLAND HOMES, LLC.
9 NAME OF OWNER: KARIMSHAMOON
ADDRESS OF OWNER / SUBDIVIDER: 1510 SOUTH BROADWAY
TRACT A DESCRIPTION: LITTLE ROCK, ARKANSAS 72202
j SOURCE OF TITLE:
Part of the south half of the NEI/4° Section 14_ T -1-S, R -13-W, Pulaski CowTty, Little Rock, Arkansas.
Mae particularly described as follows: LINEAR FEET NEW STREET: PHASE I - 1555 FT
PHASE II - 1444 FT
Beginning at the center of Section 14, T- l -S, R -13-W, thence North 89 degrees 03 minutes 51 seconds East 2659.14'; PHASE III - 1535 FT
thence North 00 degrees 30 minutes 39 seconds West, 655.19', to the point of beginning thence North 01 degrees 15 TOTAL NUMBER OF LOTS: PHASE I - 43
PHASE II - 32
minutes 30 seconds East, 219.99'; thence North 87 degrees 45 minutes 00 seconds West 813.90'; thence North 02
PHASE III - 41
10 degrees 13 minutes 06 seconds East, 433.81'; thence South 88 degrees 53 minutes 00 seconds Fast 806.52'; trence AVERAGE SIZE OF LOT: 7000 SF
South 01 degrees 15 minutes 30 seconds West 451.27' to the point of beginning containing 8.20 acres nnore or less. MINIMUM LOT SIZE: 8000 SF
SOURCE OF WATER: CENTRAL ARKANSAS WATER
SEWER: LITTLE ROCK WASTEWATER UTILITY
TRACT B DESCRIPTION: GAS: CENTERPOINT ENERGY
ELECTRIC:ENTERGY
ZONING CLASS: PRD
Part of the south half of the NEI/4, Section 14, T -1-S, R -13-W, Pulaski County, Little Rock, Arkansas.
More particularly described as follows: NOTES:
1. STREETS TO BE MINOR RESIDENTIAL STREETS
Beginning at the center of Section 14, T -1-S, R 13-W; thence North 89 degrees 03 minutes 51 seconds East 2659.14'; BUILT TO LITTLE ROCK CITY STANDARDS.
thence North 00 degrees 30 minutes 39 seconds West, 655.19'; thence South 54 degrees 38 minutes 06 seconds West "FIRST 420 FEET OF WHISPERING PINE DRIVE WILL BE
11 154.77', to the int of beginning; thence South 56 degrees 53 minutes 30 seconds West, 1015.30'; thence North 44 BUILT TO STANDARD COLLECTOR STREET SPECIFICATIONS.
point g+ g, gr 2. SETBACKS: 30' CASTLE VALLEY ROAD
degrees 32 minutes 00 seconds West, 60.00'; thence North 44 degrees 32 minutes 00 seconds West, 471.49" thence 25' FRONT,
North 45 degrees 371nnutes 16 seconds West 636.99'; thence North 35 degrees 50 minutes 06 seconds West 466.40'; 25' REAR,
thence North 01 degrees 07 mmutes 00 seconds West 60.00'; thence South 88 degrees 53 minutes 00 seconds East, 10% not to exceed e' SIDE
1158.94% thence South 02 degrees 13 minutes 06 seconds West, 433.81'; thence South 87 degrees 45 minutes 00 3. ALL EASEMENTS ARE FOR DRAINAGE AND UTILITIES.
seconds East, 813.09'; thence South 01 degrees 15 minutes 30 seconds West, 219.99' to the point of beginning 4. RESTRICTIVE ACCESS EASEMENT ALONG CASTLE VALLEY ROAD.
containing 27.9 acres more or less. THIS AREA IS IN ZONE X AND NOT IN THE 100 YEAR FLOOD ZONE PER
COMMUNITY -PANEL No. 050181 0093 F MAP.
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PRELIMINARY PLS'[
VILLAGE on the GREENS SUBDIVISION
PART OF NE1/4 SECTION 14
T -1-S, R -13-W
PULASKI COUNTY, ARKANSAS
OCTOBER 1, 2005
CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY
I, JOHNNY TWEEDLE, HEREBY CERTIFY THAT 9
THIS PLAT CORRECTLY REPRESENTS A BOUNDARY
SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS
REQUIRED ACTUALLY EXIST AND ARE CORRECTLY
SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS
OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATION
BEEN COMPILED WITH.
SIGNED,
Legend of Symbols & Abbreviations 10
SET 1/2" REBAR W/CAP DATE OF EXECUTION JOHNNY TWEEDLE
(I.P.S.) (R.L.S. 1203) REGISTERED PROFESSIONAL SURVEYOR
\ • (IPF) IRON PIN FOUND NO. 1203, ARKANSAS
LOT BOUNDARIES
BOUNDARY CERTIFICATE OF PRELIMINARY PLAT APPROVAL
LOT BOUNDARIES
Re REBAR
CENTERLINE ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS
RIGHT -OF -WAV RELATIVE TO THE PREPARATION AND SUBMITTAL OF A PRELIMINARY PLAT HAVING
BEEN FULFILLED, APPROVAL OF THIS PLAT IS HEREBY GRANTED, SUBJECT TO
SURVEY BOUNDARY FURTHER PROVISIONS OF SAID RULES AND REGULATIONS.
--- SETBACK LINES THIS CERTIFICATE SHALL EXPIRE
_., _.._.._ PHASE SIGNED,
--------------- PHASE II
_-..- PHASE II DATE OF EXECUTION NAME
LITTLE ROCK PLANNING COMMISSION
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY
I, MIZAN RHAMAN, HEREBY CERTIFY THAT
THIS PLAT CORRECTLY REPRESENTS A PLAT 5
MADE BY ME, AND THAT THE ENGINEERING 1 1
REQUIREMENT SF THE SUBDIVralo MULES AND REGULATION
BEEN COMPILE WITH.
rL ....° : F7--\�-
SIGNED, A) x
rnwUT- DATED._0oRDOEC r' `t 2005
BY:
DATE OF EXEC ON -- MIZAN RHAMAN
REGISTERED PROFESSIONAL ENGINEER
NO. 4223, ARKANSAS
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PRELIMINARY PLS'[
VILLAGE on the GREENS SUBDIVISION
PART OF NE1/4 SECTION 14
T -1-S, R -13-W
PULASKI COUNTY, ARKANSAS
OCTOBER 1, 2005
CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY
I, JOHNNY TWEEDLE, HEREBY CERTIFY THAT 9
THIS PLAT CORRECTLY REPRESENTS A BOUNDARY
SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS
REQUIRED ACTUALLY EXIST AND ARE CORRECTLY
SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS
OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATION
BEEN COMPILED WITH.
SIGNED,
Legend of Symbols & Abbreviations 10
SET 1/2" REBAR W/CAP DATE OF EXECUTION JOHNNY TWEEDLE
(I.P.S.) (R.L.S. 1203) REGISTERED PROFESSIONAL SURVEYOR
\ • (IPF) IRON PIN FOUND NO. 1203, ARKANSAS
LOT BOUNDARIES
BOUNDARY CERTIFICATE OF PRELIMINARY PLAT APPROVAL
LOT BOUNDARIES
Re REBAR
CENTERLINE ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS
RIGHT -OF -WAV RELATIVE TO THE PREPARATION AND SUBMITTAL OF A PRELIMINARY PLAT HAVING
BEEN FULFILLED, APPROVAL OF THIS PLAT IS HEREBY GRANTED, SUBJECT TO
SURVEY BOUNDARY FURTHER PROVISIONS OF SAID RULES AND REGULATIONS.
--- SETBACK LINES THIS CERTIFICATE SHALL EXPIRE
_., _.._.._ PHASE SIGNED,
--------------- PHASE II
_-..- PHASE II DATE OF EXECUTION NAME
LITTLE ROCK PLANNING COMMISSION
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY
I, MIZAN RHAMAN, HEREBY CERTIFY THAT
THIS PLAT CORRECTLY REPRESENTS A PLAT 5
MADE BY ME, AND THAT THE ENGINEERING 1 1
REQUIREMENT SF THE SUBDIVralo MULES AND REGULATION
BEEN COMPILE WITH.
rL ....° : F7--\�-
SIGNED, A) x
rnwUT- DATED._0oRDOEC r' `t 2005
BY:
DATE OF EXEC ON -- MIZAN RHAMAN
REGISTERED PROFESSIONAL ENGINEER
NO. 4223, ARKANSAS
12
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