HomeMy WebLinkAboutS-2006 Preliminary Plat - REVISED 120325UNNAMED
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UNNAMED ROAD-3 (50' R/W)33.06'103.06'101.19'84.22'70.00'70.00'70.00'80.44'70.00'70.00'70.00'12.01'70.00'70.00'70.00'70.00'70.00'70.00'70.00'70.00'70.00'70.00'47.45'4
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70.00'70.00'70.00'70.00'70.00'70.00'
9
3
.
2
5
'61.38'70.00'46.59'33.11'41.34'70.00'70.00'70.00'70.00'70.00'70.00'45.30'95.30'70.00'82.50'8
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'96.85'51.43'70.24'94.86'164.30'70.00'70.00'70.00'70.00'70.00'70.00'70.00'145.91'82.16'70.00'70.00'70.00'96.91'109.34'356.48'70.00'70.00'70.00'70.00'70.00'70.00'70.00'70.00'70.00'70.00'87.75'20.63'113.54'134.06'121.69'96.19'9.16'
N
4
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1
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1
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3
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6
9 '82.89' N3°06'08"E 120.01' N3°06'08"E 120.01' N3°06'08"E 120.01' N3°06'08"E 120.01' N3°06'08"E 120.01' N3°06'08"E 120.01' N3°06'08"E 120.01' N
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1
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' N45°12'27"
E 110.00' N45°12'26"
E 110.00' N
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E 150.00' S45°12'26"W 150.00' N
3
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' N45°12'26"
E 120.00' N45°12'26"
E 120.00' N45°12'26"
E 120.00' N45°12'26"
E 100.83' N45°12'26"
E 120.00' S2°25'27"W 207.90' S2°25'27"W 266.52' S2°25'27"W 218.66' S2°25'27"W 143.02' N
4
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1
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' N80°56'30"
E
1
4
8
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9
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' N50°10'04"
E 121.18'
S
4
4
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4
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2
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S
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1
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' N35°25'04"E 134.15' N0°30'10"E 95.28' S86°53'52"E 145.90'
S
4
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0
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' S45°12'26"W 214.20' S86°53'52"E 145.90'
S
4
4
°
4
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3
4
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1
2
0
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' S45°12'26"W 280.17' S86°53'52"E 145.90'
S
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S
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1
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' N50°10'04"
E 120.48' N45°12'26"
E 120.01'
S
5
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1
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154.71'70.00'L12L1170.00'L10L
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SUBD
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LOT 1
6
LOT 1
3
LOT 1
2
LOT 1
1
LOT 1
0
LOT 9
TRAC
T '
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LOT 8
25.0' DRAINAGE EASEMENT
PER WHITE'S SUBD. NO. 2
310310 31
0
31031031032032032033033034032032
0 330330 34037
0.40 ACRES
17284 Sq. Ft.
35
0.35 ACRES
15182 Sq. Ft.
12
0.19 ACRES
8270 Sq. Ft.4
0.42 ACRES
18295 Sq. Ft.
6
0.19 ACRES
8401 Sq. Ft.
7
0.19 ACRES
8401 Sq. Ft.
8
0.19 ACRES
8401 Sq. Ft.
9
0.19 ACRES
8401 Sq. Ft.
10
0.19 ACRES
8401 Sq. Ft.
2
0.22 ACRES
9500 Sq. Ft.
11
0.19 ACRES
8401 Sq. Ft.
76
0.19 ACRES
8250 Sq. Ft.74
0.19 ACRES
8400 Sq. Ft.
73
0.19 ACRES
8400 Sq. Ft.
72
0.19 ACRES
8400 Sq. Ft.
71
0.19 ACRES
8400 Sq. Ft.
70
0.19 ACRES
8400 Sq. Ft.
69
0.19 ACRES
8400 Sq. Ft.
3
0.22 ACRES
9751 Sq. Ft.
1
0.26 ACRES
11395 Sq. Ft.
36
0.43 ACRES
18869 Sq. Ft.
39
0.20 ACRES
8863 Sq. Ft.
44
0.19 ACRES
8153 Sq. Ft.
47
0.19 ACRES
8400 Sq. Ft.
48
0.19 ACRES
8400 Sq. Ft.
43
0.20 ACRES
8768 Sq. Ft.
46
0.20 ACRES
8866 Sq. Ft.
45
0.20 ACRES
8866 Sq. Ft.
75
0.20 ACRES
8538 Sq. Ft.
77
0.20 ACRES
8538 Sq. Ft.
79
0.19 ACRES
8400 Sq. Ft.
62
0.19 ACRES
8400 Sq. Ft.
82
0.19 ACRES
8400 Sq. Ft.
81
0.19 ACRES
8400 Sq. Ft.
80
0.19 ACRES
8400 Sq. Ft.
38
0.19 ACRES
8400 Sq. Ft.
40
0.35 ACRES
15457 Sq. Ft.
52
0.20 ACRES
8800 Sq. Ft.
23
0.19 ACRES
8400 Sq. Ft.
31
0.23 ACRES
10039 Sq. Ft.
13
0.27 ACRES
11861 Sq. Ft.
24
0.19 ACRES
8400 Sq. Ft.
32
0.32 ACRES
13807 Sq. Ft.
14
0.23 ACRES
10213 Sq. Ft.
25
0.19 ACRES
8400 Sq. Ft.
33
0.40 ACRES
17303 Sq. Ft.
15
0.23 ACRES
10213 Sq. Ft.
26
0.19 ACRES
8400 Sq. Ft.
34
0.53 ACRES
22899 Sq. Ft.
41
0.33 ACRES
14384 Sq. Ft.
16
0.23 ACRES
10213 Sq. Ft.
19
0.19 ACRES
8400 Sq. Ft.
27
0.19 ACRES
8400 Sq. Ft.
42
0.30 ACRES
13058 Sq. Ft.
17
0.26 ACRES
11414 Sq. Ft.
20
0.19 ACRES
8400 Sq. Ft.
28
0.19 ACRES
8400 Sq. Ft.
50
0.18 ACRES
7899 Sq. Ft.
18
0.25 ACRES
11043 Sq. Ft.
21
0.19 ACRES
8400 Sq. Ft.
29
0.21 ACRES
9221 Sq. Ft.
51
0.18 ACRES
7854 Sq. Ft.
DETENTION
0.96 ACRES
41747 Sq. Ft.
22
0.19 ACRES
8400 Sq. Ft.
30
0.24 ACRES
10305 Sq. Ft.
49
0.19 ACRES
8400 Sq. Ft.
83
0.19 ACRES
8400 Sq. Ft.
63
0.27 ACRES
11615 Sq. Ft.
78
0.19 ACRES
8400 Sq. Ft.
68
0.19 ACRES
8400 Sq. Ft.
67
0.19 ACRES
8400 Sq. Ft.
66
0.19 ACRES
8400 Sq. Ft.
85
0.34 ACRES
14751 Sq. Ft.
65
0.19 ACRES
8400 Sq. Ft.
84
0.20 ACRES
8497 Sq. Ft.
55
0.40 ACRES
17519 Sq. Ft.
86
0.71 ACRES
30931 Sq. Ft.
64
0.24 ACRES
10634 Sq. Ft.
87
0.46 ACRES
20165 Sq. Ft.
5
0.30 ACRES
12963 Sq. Ft.
56
0.37 ACRES
16276 Sq. Ft.
59
0.24 ACRES
10341 Sq. Ft.
57
0.41 ACRES
17875 Sq. Ft.
89
0.24 ACRES
10500 Sq. Ft.
54
0.49 ACRES
21173 Sq. Ft.
90
0.27 ACRES
11866 Sq. Ft.
88
0.24 ACRES
10500 Sq. Ft.
53
0.35 ACRES
15388 Sq. Ft.
58
0.29 ACRES
12659 Sq. Ft.
60
0.20 ACRES
8878 Sq. Ft.
POINT OF BEGINNING
FND 1" PIPE
SW CORNER NW 1/4, NW 1/4
SECTION 17 T-01S, R-13WFND.1/2" REB
A
R
FND. 1-1/4" REBAR
FND. 1-1/4 " PINCHED PIPE
61
0.21 ACRES
9057 Sq. Ft.
N45°12'26"
E 1061.09'
N87°34'33"W 589.19'S45°12'26"W 232.23'N3
9
°
4
9
'
5
6
"W
1
7
2
.
1
1
'N4
4
°
4
7
'
3
4
"W
2
5
7
.
4
7
'
L17 S45°12'26"W 240.00'S45°12'26"W 245.00'N4
4
°
4
7
'
3
4
"W
1
9
0
.
6
8
'
S
4
4
°
4
7
'
3
4
"
E
1
4
0
.
0
0
'N3°06'08"E 157.14'N3°06'08"E 145.31'313.64'S50°16'47"W 250.00'
S
4
0
°
2
6
'
3
5
"E
2
0
0
.
0
6
'S50°10'04"W 480.87'
N87°34'33"W 909.40'N3°06'08"E 389.07'N45°12'26"
E 1274.19'
S88°05'42"E 474.63'S4°55'11"W 691.43'OHEOHEOHEOHEOHEOHE
OHE
OHE
OHE
OHE
OHEC36C37C35C34C3
1
C3
0
C32C33 20' UTILIT
Y
E
AS
E
M
E
NT
PER LITTL
E
R
O
C
K
W
AST
E
W
A
T
E
R
UTILIT
Y
AS-B
UILT
M
APS
20' UTILITY EASEMENT
PER LITTLE ROCK WASTEWATER
UTILITY AS-BUILT MAPS 177.97'C3
C39
L
1
8
L
1
9
L20L
2
1
L2
2120.01'UN
N
A
M
E
D
R
O
A
D-1 (50'
R/
W)
ALE
X
A
N
D
E
R
R
O
A
D (90'
R
/
W) RIG
H
T
O
F
W
A
Y
DEDI
C
A
TI
O
N
3
28.37 ACRES
1235964 Sq. Ft.
50' R
50' R
ZONI
N
G
R2
ZONI
N
G
R2
ZONING R2
FRIED
M
A
N
A
N
T
O
N
/
M
I
R
I
KAMA
R
PULA
S
K
I
C
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T
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Parcel
N
u
m
b
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r:
#
45L09
2
0
1
0
0
1
0
0 WHITE'S SUBDIVISION NO.2PULASKI COUNTYDEED BOOK 735 PAGE 459SOUTHERN HILLS
PULASKI COUNTY
DEED BOOK 821 PAGE 397
4
5
.
0
EDG
E
O
F
EXIS
TI
N
G
AS
P
H
A
L
T
Curve Table
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
C41
C42
C43
C44
C45
C46
C47
C48
C49
C50
C51
Length
39.15
41.43
20.84
123.38
38.97
45.26
58.11
25.23
18.12
60.94
60.94
17.09
39.12
59.72
58.25
39.27
7.58
70.99
70.99
49.60
49.60
53.33
17.66
21.03
39.27
39.27
2.53
42.92
39.37
16.13
26.91
123.61
110.23
117.81
117.81
54.13
24.40
39.27
11.87
91.14
39.57
21.81
70.05
78.54
78.54
27.79
34.29
83.02
56.60
54.92
39.06
Radius
25.02
25.00
175.00
175.00
25.00
175.00
175.00
175.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
25.00
25.00
50.00
50.00
50.00
50.00
50.00
50.00
25.00
25.00
25.00
525.00
525.00
25.03
500.00
500.00
150.00
150.00
75.00
75.00
50.00
50.00
25.00
125.00
125.00
25.00
125.00
125.00
50.00
50.00
75.00
25.00
50.00
50.00
50.00
25.00
Delta
89.66
94.96
6.82
40.39
89.32
14.82
19.02
8.26
10.38
34.92
34.92
9.79
22.41
34.21
33.37
90.00
17.37
81.35
81.35
56.84
56.84
61.12
20.24
48.19
90.00
90.00
0.28
4.68
90.13
1.85
3.08
47.22
42.11
90.00
90.00
62.03
27.97
90.00
5.44
41.78
90.68
10.00
32.11
90.00
90.00
21.23
78.58
95.13
64.86
62.93
89.51
Chord
Direction
N5°02'29"E
N87°18'45"W
S48°37'08"W
S72°13'39"W
S47°45'48"W
N10°30'41"E
N27°25'59"E
N41°04'35"E
N50°23'51"E
N73°02'42"E
S72°02'23"E
S49°41'15"E
S33°35'11"E
S5°16'24"E
S28°31'14"W
S0°12'26"W
S53°28'40"E
S52°18'21"E
S52°18'21"E
S16°47'20"W
S73°37'32"W
N47°23'50"W
N6°43'15"W
N20°41'52"W
N89°47'34"W
S0°12'26"W
N44°39'16"W
N42°10'27"W
N84°57'31"W
N40°45'22"W
N43°15'04"W
S68°48'57"W
N24°09'17"E
S89°47'34"E
S0°12'27"W
S14°11'25"W
S30°48'35"E
S0°12'26"W
N47°55'39"E
S71°32'10"W
N42°14'12"W
N8°06'02"E
N29°09'11"E
S89°47'34"E
S0°12'26"W
N34°35'33"E
N63°16'12"E
S41°03'17"W
S38°56'31"E
N77°09'39"E
S89°32'58"E
Chord
Length
35.28
36.85
20.83
120.84
35.15
45.13
57.84
25.21
18.09
60.00
60.00
17.07
38.87
58.83
57.43
35.36
7.55
65.18
65.18
47.59
47.59
50.84
17.57
20.41
35.36
35.36
2.53
42.91
35.43
16.13
26.90
120.15
107.77
106.07
106.07
51.53
24.16
35.36
11.86
89.14
35.56
21.78
69.14
70.71
70.71
27.63
31.66
73.81
53.63
52.20
35.20
Line Table
Line #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
Length
36.62
45.60
49.47
63.82
14.35
58.93
37.98
71.49
71.49
31.36
9.93
18.23
8.20
26.07
35.78
52.48
62.50
Direction
S10°22'12"E
S30°54'49"E
S40°31'48"E
S40°31'48"E
S40°31'48"E
S30°42'21"E
S37°12'09"E
S53°24'39"E
S53°24'39"E
S28°00'15"E
S28°00'15"E
S14°19'45"W
N15°55'30"W
N49°50'13"W
N60°06'26"W
N49°03'10"W
S73°10'24"W
Z:\Land Projects 2004\Subdivisions\2024\24-0339 Boundary & Civil Layout 13700 Alexander Rd\CIVIL\DWG\24-0339-PP-07-26-25.dwgPRELIMINARY PLAT
EAGLE PLACE
IN THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS
REVISED:
DATE:C.A.D. BY:
CHECKED BY:
SCALE:
DRAWING NUMBER:
.
FOR USE AND BENEFIT OF:
129 N. Main Street,
Benton, Arkansas 72015
PH. (501)315-2626
FAX (501) 315-0024
www.hopeconsulting.com
SHEET:
12/03/2025 B.JOHNSON
24-0339
VICINITY MAP:BASIS OF BEARING:GRID NORTH, ARKANSASCOORDINATE SYSTEM, NORTH ZONEBY GPS OBSERVATIONPROJECT
LOCATION
1" = 80'
JOSE PEREZ
PROPERTY SPECIFICATIONS:
CITY OF SHANNON HILLS CERTIFICATIONS:
500 01S 13W 17 4400 60 1664
RECORD PROPERTY DESCRIPTION
PULASKI COUNTY INSTRUMENT DEED 2023-053365
A PART OF THE NW1/4 NW1/4 SECTION 17, TOWNSHIP 1 SOUTH, RANGE 13 WEST, PULASKI COUNTY,
ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST
CORNER OF THE NW1/4 NW1/4, SECTION 17; THENCE RUN NORTH 01 DEGREES 55 MINUTES 34 SECONDS
EAST, 385.13 FEET TO A POINT ON THE SOUTH R/W OF THE MISSOURI PACIFIC RAILROAD, THENCE RUN
NORTH 42 DEGREES 58 MINUTES 07 SECONDS EAST ALONG SAID SOUTH ROW OF THE MISSOURI PACIFIC
R.R. FOR A DISTANCE OF 1273.47 FEET TO A POINT; THENCE RUN NORTH 89 DEGREES 57 MINUTES 01
SECONDS EAST 477.37 FEET, THENCE RUN SOUTH 03 DEGREES 00 MINUTES 36 SECONDS WEST 704.73 FEET
TO A POINT; THENCE RUN SOUTH 48 DEGREES 17 MINUTES 19 SECONDS WEST 250.0 FEET; THENCE RUN
SOUTH 42 DEGREES 21 MINUTES 45 SECONDS EAST 190.0 FEET TO A POINT ON THE NORTH R/W OF
ALEXANDER ROAD; THENCE RUN SOUTH 47 DEGREES 54 MINUTES 52 SECONDS WEST 470.88 FEET ALONG
THE NORTH LINE OF ALEXANDER ROAD TO A POINT; THENCE RUN NORTH 89 DEGREES 27 MINUTES
WEST 913.4 FEET TO THE POINT OF BEGINNING.
(P) -- Platted
(M) -- Measured
(D) -- Deeded
Found monument
Computed point
LEGEND
Set #4 RB/Plas. Cap (SIP)
Street light
Stop Sign
No Parking Sign
CERTIFICATE O F AUTHORI
Z
ATIONNo. 1931
HOPE
CONSULTING,
INC.
ARKAN S A SRETSIGERE
D
ARKANSASSTATE OF
No. 1664
SIGNATUREPRO
FESS
I
O
NAL LA N D SURVEYORWI
L
L
IAM CORBI T T R . SHOFFNERORIGINAL SIGNATURE ON FILE
Fire Hydrant
Address:
Name:
Address:
Name:
OWNER: DEVELOPER:
JOSE PEREZ - JP CUSTOM HOMES
6812 HILO AVENUE
BENTON, AR 72019
JOSE PEREZ - JP CUSTOM HOMES
6812 HILO AVENUE
BENTON, AR 72019
I, Kazi Tamzidul Islam, hereby certify that this plat correctly represents a plat made by me, and that
engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with.
All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and
submittal to a preliminary plat having been fulfilled, approval of this plat is hereby granted, subject to
further provisions of said rules and regulations. This certificate shall expire------------- date.
CERTIFICATE OF PRELIMINARY PLAT APPROVAL:
Date of Execution Name, Chairman
City of Little Rock Planning Commission
Date of Execution Kazi Tamzidul Islam
Registered Professional
Engineer, No. 20876 Arkansas
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY:
Date of Execution William Corbitt R. Shoffner
Registered Professional
Land Surveyor No. 1664 Arkansas
CERTIFICATE OF SURVEYING ACCURACY:
I, William Corbitt R. Shoffner, 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.
DEED INSTRUMENT # 2023053365
HOPE CONSULTING INC.
129 N. MAIN STREET
BENTON, AR 72015
ENGINEERS:
EASEMENTS: UTILITY & DRAINAGE (D.E. & U.E.)
FRONT - 10' OR AS SHOWN
REAR - 10' OR AS SHOWN
SIDE - 5' OR AS SHOWN
LOT CORNERS: SET 1/2" REBAR WITH CAP
SURVEY DATE : 04/06/2024
BUILDING SETBACKS:
FRONT - 25' OR AS SHOWN
REAR - 25' OR AS SHOWN
SIDE - 8' OR AS SHOWN
NUMBER OF LOTS: 90
SOURCE OF WATER: CENTRAL ARKANSAS WATER
SOURCE OF SEWER: LITTLE ROCK WATER
RECLAMATION AUTHORITY
SOURCE OF ELECTRIC: ENERGY
SOURCE OF GAS: SUMMIT UTILITIES
NAME OF SUBDIVISION: EAGLE PLACE
ZONING CLASSIFICATION: R-2 ZONING
(RESIDENTIAL)
OWNER:
DEVELOPER/:
SUBDIVIDER
STREET NAME: UNNAMED ROAD-1,2, AND 3
STREET RIGHT OF WAY: 50'
STREET WIDTH: 26' BOC TO BOC OR AS SHOWN
JOSE PEREZ - JP CUSTOM HOMES
6812 HILO AVENUE
BENTON, AR 72019
JOSE PEREZ - JP CUSTOM HOMES
6812 HILO AVENUE
BENTON, AR 72019
UNNAMED ROAD-1 = 2886 FT
UNNAMED ROAD-2 = 191 FT
UNNAMED ROAD-3 = 945 FT
CITY OF LITTLE ROCK TYPICAL LOCAL STREET CROSS SECTION
HALF STREET IMPROVEMENT CROSS SECTION
8" OF CLASS 7 AGGREGATE BASE COURSE
COMPACTED TO 100% MODIFIED PROCTOR
SUBGRADE COMPACTED TO 95% MODIFIED
PROCTOR TO A DEPTH OF 18"
4" ACHM
2'
TOTAL 90' ROW
29.5'
5'10.5'
BIKE
LANE
5.5'6"4" GRAVEL
11'11'
TRAVEL
LANE
TRAVEL
LANE
(EXISTING
ASPHALT)
PROPOSED PAVEMENT
1. CONTACT PLANNING AND DEVELOPMENT DEPT., ENGINEERING DIVISION AT
501-371-4817 OR AT 501-918-5348 FOR INSPECTIONS OF ANY WORK IN THE PUBLIC
RIGHT-OF-WAY PRIOR TO PLACEMENT OF CONCRETE OR ASPHALT OR FOR ON-SITE
CLARIFICATION OF REQUIREMENTS PRIOR TO COMMENCING WORK. FAILURE TO DO
SO CAN RESULT IN REMOVAL OF ANY IMPROPERLY PLACED CONCRETE OR ASPHALT AT
THE EXPENSE OF THE OWNER OR CONTRACTOR.
2. HAULING OF CUT AND/OR FILL MATERIAL ON OR OFF PROJECT SITES OVER MUNICIPAL
STREETS REQUIRE APPROVAL PRIOR TO A GRADING PERMIT BEING ISSUED. CONTACT
PUBLIC WORKS TRAFFIC ENGINEERING AT 621 S. BROADWAY 501-379-1800 WITH ANY
QUESTIONS OR FOR MORE INFORMATION.
3. DAMAGE TO PUBLIC AND PRIVATE PROPERTY DUE TO HAULING OPERATIONS OR
OPERATIONS OF CONSTRUCTION RELATED EQUIPMENT FROM A CONSTRUCTION SITE
SHALL BE REPAIRED BY THE RESPONSIBLE PARTY PRIOR TO THE ISSUANCE OF A
CERTIFICATE OF OCCUPANCY.
GENERAL NOTES:FLOOD CERTIFICATION
PORTION OF THE PROPERTY DESCRIBED HEREON LIES WITHIN A SPECIAL
FLOOD HAZARD AREA, ACCORDING TO THE FEMA FLOOD INSURANCE RATE
MAP LISTED BELOW:
PANEL # _______________, DATED: _______________ .
NO
05119C0443G 07/06/2015
BUILDING SETBACK LINE
BUILDING SETBACK LINE
BUILDING SETBACK LINEM
12-03-2025