HomeMy WebLinkAboutS-1883-B Preliminary Plat - REVISED 102324FH
OS
TRACT F
0.036 AC
OS
TRACT D
0.214 AC
LOT 62
0.133 AC
OS
TRACT G
0.048 AC
LOT 71
0.121 AC
LOT 70
0.121 AC
LOT 96
0.154 AC
LOT 69
0.153 AC
LOT 86
0.121 AC
LOT 85
0.121 AC
LOT 74
0.121 AC
LOT 73
0.121 AC
LOT 72
0.121 AC
LOT 95
0.121 AC
OS
TRACT E
0.291 AC
LOT 91
0.121 AC
LOT 90
0.121 AC
LOT 89
0.121 AC
LOT 88
0.121 AC
LOT 87
0.121 AC LOT 94
0.155 AC
LOT 93
0.121 AC
LOT 92
0.121 AC
LOT 46
0.140 AC
LOT 43
0.140 AC
A=3
9.48'40.68'50.00'50.00'50.00'50.00'50.00'50.00'50.00'40.89'
A =5 8 .9 0 '
4.93'80.02'A=39.28'4
0
.
0
3
'
5
0
.
0
0
'
9.94'
A=58.88'30.25'50.00'50.00'50.00'50.00'50.00'50.00'50.00'39.32'A =3 9.06'80.22'79.79'S01°55'41"W 105.00'65.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'S01°55'41"W 105.00'S01°55'41"W 105.00'5
0
.
0
0
'
6
5
.
0
0
'S46°54'20"W 105.00'S01°55'41"W 105.00'S01°55'41"W 105.00'S01°55'41"W 105.00'S01°55'41"W 105.00'S01°55'41"W 105.00'S46°54'20"W 104.98'N01°55'41"E 105.00'N01°55'41"E 105.00'N01°55'41"E 105.00'N01°55'41"E 105.00'N01°55'41"E 105.00'N01°55'41"E 105.00'N01°55'41"E 105.00'N01°55'41"E 105.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'S87°35'06"E 120.26'S46°54'20"W 105.00'
S87°35'06"E 120.26'
S87°35'06"E 120.26'
S87°35'06"E 120.26'
S87°35'06"E 120.26'
S87°35'06"E 120.26'
S87°35'06"E 120.26'
S87°35'06"E 120.26'
S87°35'06"E 120.26'
S87°35'06"E 120.26'79.79'A=3
9.48'40.68'50.00'50.00'15.00'N01°55'41"E 105.00'N01°55'41"E 105.00'N01°55'41"E 105.00'S01°55'41"W 105.00'N05°23'14"E 105.42'S01°55'41"W 105.00'N28°27'41"E 105.00'S01°55'41"W 105.00'N46°54'20"E 105.00'N01°55'41"E 105.00'N46°53'22"E 105.00'N01°55'41"E 105.00'79.99'A=39.28'4
0
.
0
3
'
3
9
.
9
7
'
A=39.2 6 '80.01'6
5
.
0
0
'
S79°30'58"W
7
6
.
7
1
'
S60°3
0'
2
8"
W
7
6.
6
7'
S
3
9
°
0
5
'
1
1
"
E
1
0
5
.
0
0
'S01°55'41"W 105.00'S01°55'41"W 105.00'S19°53'53"E 105.00'S01°55'41"W 105.00'S00°42'36"E 105.24'S01°55'41"W 105.00'S01°55'41"W 105.00'S01°55'41"W 105.00'S01°55'41"W 105.00'S01°55'41"W 105.00'LOT 100
0.130 AC
LOT 52
0.121 AC
LOT 98
0.121 AC
LOT 53
0.123 AC
LOT 99
0.121 AC
12.39'
0.56'A=58.90'
6
0
.
0
9
'
N88°05'40"W 105.00'
N88°05'40"W 105.00'
N88°05'40"W 116.87'35.04'105.00'
N88°05'40"W 105.00'50.08'50.00'50.00'53.73'53.73'20.00'50.00'50.00'50.00'50.00'50.00'50.00'N88°05'40"W 105.00'
S88°05'40"E 110.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'S88°05'40"E 110.00'
5
0
.
0
0
'
A=14.59'
9.
9
9
'A=4
0
.
7
3'A=42.85'7.98'50.00'50.00'N46°54'20"E 105.00'S88°05'40"E 110.00'N46°54'20"E 111.58'S88°05'40"E 110.00'
S88°05'40"E 110.00'
N88°05'40"W 105.00'
S88°05'40"E 105.00'
S88°05'40"E 110.00'
S88°05'40"E 110.00'
N88°05'40"W 105.00'
S88°05'40"E 110.00'
S88°05'40"E 110.00'
N88°05'40"W 105.00'
S88°05'40"E 110.00'
N88°05'40"W 105.00'
S88°05'40"E 110.00'50.04'50.00'50.00'N88°05'40"W 112.27'
S88°05'40"E 105.00'
S88°05'40"E 105.00'
N88°05'40"W 105.00'
S88°05'40"E 105.00'
N88°05'40"W 105.00'
S88°05'40"E 105.00'
LOT 116
0.126 AC
LOT 34
0.153 AC
LOT 115
0.126 AC
LOT 66
0.121 AC
LOT 35
0.121 AC
LOT 114
0.126 AC
LOT 67
0.121 AC
LOT 36
0.121 AC
LOT 113
0.126 AC
LOT 68
0.155 AC
LOT 37
0.121 AC
LOT 97
0.121 AC
LOT 112
0.126 AC
LOT 105
0.121 AC
LOT 55
0.121 AC
LOT 33
0.138 AC
LOT 25
0.138 AC
LOT 38
0.121 AC
LOT 119
0.126 AC
LOT 111
0.126 AC
LOT 104
0.121 AC
LOT 56
0.154 AC
LOT 63
0.133 AC
LOT 32
0.138 AC
LOT 24
0.138 AC
LOT 39
0.121 AC
LOT 118
0.126 AC
LOT 110
0.126 AC
LOT 103
0.121 AC
LOT 57
0.154 AC
LOT 31
0.138 AC
LOT 23
0.141 AC
LOT 40
0.121 ACLOT 117
0.126 AC
LOT 109
0.126 AC
LOT 102
0.121 AC
LOT 58
0.120 AC
LOT 30
0.138 AC
LOT 41
0.121 AC
LOT 108
0.126 AC
LOT 29
0.138 AC
LOT 42
0.124 AC
LOT 28
0.138 AC
LOT 48
0.187 AC
LOT 107
0.121 AC
LOT 61
0.128 AC
LOT 27
0.138 AC
LOT 50
0.121 AC
LOT 51
0.121 AC
LOT 106
0.121 AC
LOT 26
0.138 AC
LOT 49
0.121 AC
53.69'50.00'50.00'50.00'50.00'50.00'50.00'50.00'65.00'80.22'A =3 9.06'39.32'50.00'50.00'50.00'50.00'50.00'50.00'50.00'43.10'
A=5.76'
A =4 1 .8 6 '
A =41 .8 6 'A=8.70'
4.98'50.00'3
0
.
8
8
'S46°54'20"W 105.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'52.41'30.14'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'105.00'105.00'14.97'5
0
.
0
0
'
5
0
.
0
0
'
6
5
.
0
0
'80.01'A=3 9.26'
3
9
.
9
7
'
5
0
.
0
0
'
A
=40.24'
A=50.34'
1
0
.
0
4
'
56.36'
46.28'
55.15'55.15'55.15'55.15'
15.00'
50.00'50.00'65.00'
A=7.55'
42.46'55.15'55.15'55.15'
110.00'S01°54'20"W 596.15'S01°54'20"W 107.98'C1S
4
3
°
0
5
'
4
0
"
E
1
5
0
.
0
4
'
N46°55'37"E 134.97'
N46°55'44"E 130.00'
S
4
3
°
0
5
'
4
0
"
E
1
4
9
.
9
8
'
C3
C2 S88°04'19"E 481.99'S02°24'54"W 260.01'S88°04'19"E 469.15'S02°24'54"W 137.97'S02°24'54"W 151.52'120.26'
120.29'
6
5
.
0
3
'
4
9
.
9
7
'
20.00'
S88°04'19"E 629.73'
N02°24'54"E 21.22'S88°44'02"E 170.30'S02°24'54"W 552.41'N87°35'06"W 170.26'N02°24'54"E 7.76'
N88°04'19"W 456.95'
N78°19'37"W
46.28'
N67°18'26"W
46.23'
N56°18'01"W
42.00'
N47°04'42"W
31.96'N4
3
°
0
5
'
4
0
"W
3
4
0
.
0
4
'
N88°05'40"W
39.07'S01°54'20"W350.14'N88°05'40"W
105.00'
S01°54'20"W 2.40'
N88°05'40"W 160.00'N01°54'20"E 600.00'S88°05'40"E 110.00'
S82°18'46"E 50.26'
S88°04'19"E 210.00'
N86°13'54"E 50.25'
S88°06'05"E 105.00'
1 2 3 4 5 6
7
8
9 10
1112
13
14
15
16
17
20
212223
19
S88°05'40"E 105.00'53.73'23.59'LOT 47
0.154 AC
OS
TRACT C
0.173 AC
LOT 59
0.161 AC
LOT 60
0.171 AC
LOT 54
0.123 AC
LOT 101
0.130 AC
46.2
3
'
42.
0
0
'
10.04'
3
1
.
9
6
'
S01°54'20"W
35.04'
LOT 65
0.133 AC
LOT 64
0.133 AC
55.15'
18
24 OXFORD VALLEY ADDITIONPLAT BOOK H, PAGE 728OXFORD VALLEY
SUBDIVISION
PLAT BOOK C, PAGE 114
ZONED R2
5.00 ACRESHICKMAN HICHOLAS RPARCEL ID: 45L0610014701ZONED R2SHILOH GROVE, PH I
SUBDIVISION
ZONED R2
R & D HOLDING LIMITEDPARTNERSHIP LLLPPARCEL ID: 45L0610014800ZONED R2E STEPS INVESTORS LLC
PARCEL ID: 45L0610014700
ZONED R2
50.00'
50.01'
50.00'FHFHFHFHAPPOMATTOX DRIVEELBERT DRIVEBIERSTADT DRIVEANTERO DRIVEELBERT DRIVEOXFORD VALLEY DRIVE
N89º38'34"E
666.78'
POB
S01º54'20"W 243.50'
EXISTING 15' WIDE
SANITARY SEWER
EASEMENT 50'ROW27' BC-BC10'25'50'
ROW
27' BC-BC50'ROW50'
ROW
27' BC-BC
25'
10'
27' BC-BC
25'
10'25'10'10' DRAINAGE &
UTILITY EASEMENT
(TYP.)
25' FRONT
YARD SETBACK
(TYP.)
POC
CALCULATED POINT NW CORNER
NW 1/4, SW 1/4
SECTION 11
T-1-S, R-13-W
PULASKI COUNTY, ARKANSAS
30'
30' GRADING
EASEMENT
A=2.481 AC
Q25=16.955 CFS
Q100=20.414 CFS
A=2.482 AC
Q25=16.96 CFS
Q100=20.43 CFS
A=2.481 AC
Q25=16.955 CFS
Q100=20.414 CFS
A=10.018 AC
Q25=57.576 CFS
Q100=71.267 CFS
A=7.741 AC
Q25=35.55 CFS
Q100=47.76 CFS
CORNERS
POINT #
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
DESCRIPTION
1/2" REBAR (PS 1803)
1/2" REBAR (PS 1803)
1/2" REBAR (PS 1803)
1/2" REBAR (PS 1803)
1/2" REBAR (PS 1803)
1/2" REBAR (PS 1803)
1/2" REBAR (PS 1803)
1/2" REBAR (PS 1803)
ANGLE IRON
CALC
1/2" REBAR (PS 1803)
1/2" REBAR (PS 1803)
1/2" REBAR (PS 1803)
1/2" REBAR (PS 1803)
1/2" REBAR (PS 1803)
1/2" REBAR (PS 1803)
1/2" REBAR (PS 1803)
1/2" REBAR (PS 1803)
1/2" REBAR (PS 1803)
1/2" REBAR (PS 1803)
1/2" REBAR (PS 1803)
1/2" REBAR (PS 1803)
1/2" REBAR (PS 1803)
NORTHING
114523.86
114520.20
114513.48
114506.41
114509.71
114506.24
114471.21
114450.03
114471.23
114467.47
113915.55
113922.72
113930.47
113945.84
113955.21
113973.04
113996.35
114018.11
114266.42
114267.71
113917.77
113921.26
113918.87
EASTING
1199021.27
1199131.21
1199181.02
1199390.90
1199441.03
1199545.97
1199544.81
1200174.18
1200175.08
1200345.33
1200322.05
1200151.94
1200152.27
1199695.58
1199650.26
1199607.61
1199572.67
1199549.26
1199316.95
1199277.90
1199266.25
1199161.31
1199161.23
DATE:
JOB NO.:
SHEET NUMBER:REV.DATEDESCRIPTIONBYHolloway Engineering,
Surveying & Civil Design
200 Casey Drive
Maumelle, AR 72113
(501) 851-3366
www.holloway-eng.com
10/17/24
L:\2024\2024-076 - Shiloh Grove Ph II & III\Drawings\Sheets\C0.01 PRELIMINARY PLAT.dwg
2024-076
VICINITY MAP
S
W
N
E
1"=60'GRAPHIC SCALE
60 0 60 120
BASIS OF BEARING
STATE PLANE COORDINATES
ARKANSAS NORTH ZONE NAD-83
1
PROJECT
LOCATION
FLOOD STATEMENT:
GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD
INSURANCE RATE MAP NO. 05119CO444G, DATED JULY 6, 2015,
& INSURANCE RATE MAP NO. 05119C0463G, DATED JULY 6, 2015,
INDICATES THAT THERE ARE NO PORTIONS OF THIS LOT INCLUDED
IN THE 100 YEAR FLOOD PLAIN.
GENERAL NOTES
1.ALL FRONT BUILDING SETBACKS ARE 25.0'. ALL REAR YARD SETBACKS ARE 15'0". ALL SIDE YARD
SETBACKS ARE 5'0".
2.PROPERTY IS ZONED 'R2'. AND WILL BE USED FOR RESIDENTIAL HOUSING.
3.THE ACCESS EASEMENTS, LAKES, WALKING PATHS AND ALL OPEN SPACE TRACTS SHALL BE
OWNED AND MAINTAINED BY THE PROPERTY OWNER'S ASSOCIATION.
4.ALL LOTS ARE INTENDED TO BE SOLD AS SINGLE FAMILY HOUSING.
5.WATER WILL BE SUPPLIED BY CENTRAL ARKANSAS WATER.
6.WASTEWATER DISPOSAL WILL BE BY LITTLE ROCK WATER RECLAMATION AUTHORITY.
7.A SOILS ANALYSIS TO DETERMINE FINAL ROADWAY PAVEMENT SECTION SHALL BE PERFORMED
PRIOR TO APPROVAL OF CONSTRUCTION DOCUMENTS.
8.ALL STREET SIDEWALK(S) TO BE 5' WIDE CONCRETE.
9. ERROR OF CLOSURE EXCEEDS 1:50,000.
LEGAL DESCRIPTION:
A tract of land lying in the Northeast Quarter of the Southwest Quarter, Section 11, Township 1
South, Range 13 West, Pulaski County, Arkansas, being more particularly described as follows:
Commencing at the NW corner of the Northwest Quarter of the Southwest Quarter, Section 11,
Township 1 South, Range 13 West, North 89 degrees 38 minutes 34 seconds East, 666.78 feet to a
point on the North line of said Northwest Quarter, Southwest Quarter, Section 11, Township 1
South, Range 13 West; thence along the West Line of said Northeast Quarter of the Southwest
Quarter South 01 degrees 54 minutes 20 seconds West 243.50 feet to the Southwest Corner of
Shiloh Grove, Phase I, also being the Point of Beginning; thence along the South line of said
Shiloh Grove, Phase I the following calls: thence South 88 degrees 05 minutes 40 seconds East
110.00 feet; thence South 82 degrees 18 minutes 46 seconds East 50.26 feet; thence South 88
degrees 04 minutes 19 seconds East 210.00 feet; thence North 86 degrees 13 minutes 54 seconds
East 50.25 feet; thence South 88 degrees 06 minutes 05 seconds East 105.00 feet; thence South 01
degrees 54 minutes 20 seconds West 35.04; thence South 88 degrees 04 minutes 19 seconds East
629.73 feet; thence North 02 degrees 24 minutes 54 seconds East 21.22 feet; thence South 88
degrees 44 minutes 02 seconds East 170.30 feet to the Northwest corner of Oxford Valley
Subdivision, recorded as instrument Number 2008017806, records of Pulaski County, Arkansas;
thence along the west line of said Oxford Valley Subdivision South 02 degrees 24 minutes 54
seconds West 552.41 feet; thence leaving said West line North 87 degrees 35 minutes 06 seconds
West 170.26 feet; thence North 02 degrees 24 minutes 54 seconds East 7.76 feet; thence North 88
degrees 04 minutes 19 seconds West 456.95 feet; thence North 78 degrees 19 minutes 37
seconds West 46.28 feet; thence North 67 degrees 18 minutes 26 seconds West 46.23 feet;
thence North 56 degrees 18 minutes 01 seconds West 42.00 feet; thence North 47 degrees 04
minutes 42 seconds West 31.96 feet; thence North 43 degrees 05 minutes 40 seconds West 340.04
feet; thence North 88 degrees 05 minutes 40 seconds West 39.07 feet; thence South 01 degrees
54 minutes 20 seconds West 350.14 feet; thence North 88 degrees 05 minutes 40 seconds West
105.00 feet; thence South 01 degrees 54 minutes 20 seconds West 2.40 feet; thence North 88
degrees 05 minutes 40 seconds West 160.00 feet to a point on the West line of said Northeast
Quarter of the Southwest Quarter; thence along said West line North 01 degrees 54 minutes 20
seconds East 600.00 feet to the Point of Beginning containing 15.178 acres more or less.
DEVELOPER:
E-STEPS INVESTOR, LLC
1518 BROOKSHIRE DRIVE
BENTON, AR 72019
501-851-3366
CERTIFICATE OF SURVEYING ACCURACY
I, J. ERIC HOLLOWAY, HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A BOUNDARY SURVEY MADE BY ME AND BOUNDARY
MARKERS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATIONS,
TYPE AND MATERIAL ARE CORRECTLY SHOWN.
__________ _________________________________
DATE J. ERIC HOLLOWAY
PROFESSIONAL SURVEYOR NO. 1803, AR
CERTIFICATE OF ENGINEERING ACCURACY
I, J. ERIC HOLLOWAY 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.
__________ _________________________________
DATE J. ERIC HOLLOWAY
PROFESSIONAL ENGINEER
AR NO. 18898
TOTAL PARCEL SIZE
PROPOSED USAGE
MINIMUM LOT SIZE
15.178 ACRES
PLANNED RESIDENTIAL
0.121 AC
LENGTH OF NEW ROADS 3,005 LF
# OF LOTS (RESIDENTIAL)85 LOTS
LOTS PER GROSS ACRE 5.60 LOTS/ACRE
COMMON OPEN SPACE 0.762 ACRES 5.02%)
AVERAGE LOT SIZE 0.130 AC
OPEN SPACE:
TRACT C 0.173 AC
TRACT D 0.214 AC
TRACT E 0.291 AC
TRACT F 0.036 AC
TRACT G 0.048 AC
TOTAL: 0.762 AC
CERTIFICATE OF RECORDING
SIGNED ____________________________
TERRI HOLLINGSWORTH
PULASKI COUNTY CIRCUIT CLERK
ACREAGE PER 40
NE 1/4, SW 1/4, SECTION 11 15.178 ACRES
TOTAL 15.178 ACRES
CERTIFICATE OF OWNER
WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN
AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE
LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY
OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE IN
ACCORDANCE WITH THIS PLAT.
___________ ________________________________
DATE E-STEPS INVESTOR, LLC
1518 BROOKSHIRE DRIVE
BENTON, AR 72019
CERTIFICATE OF FINAL PLAT APPROVAL
PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND
REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL
HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY
ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED
UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS.
__________ ________________________________________
DATE BRAD JORDAN
PLANNING DIRECTOR
CITY OF LITTLE ROCK
LEGEND
BOUNDARY FINAL
BOUND. ADJOINERS
EASEMENT
FOUND MONUMENT
(AS NOTED)
SET MONUMENT
(AS NOTED)
CALCULATED POINT
COMBINED ADJUSTMENT
FACTOR: -999.000000000
SCALE FACTOR: 1.004368994
OWNER:
E-STEPS INVESTOR, LLC
1518 BROOKSHIRE DRIVE
BENTON, AR 72019
501-851-3366
27' RESIDENTIAL URBAN STREET SECTION
NTS
50' ROW
27' BC-BC
12"3:1
M
a
x
.
3:1 M
a
x.
2" ASPHALT OVER 7"
CLASS-7 OVER GEO-FABRIC
CONSTRUCTED ACCORDING TO ARKANSAS HIGHWAY
AND TRANSPORTATION DEPARTMENT STANDARDS
CLASS 3 OR 4
CURB & GUTTER
3% CROSS SLOPE
5'11.5'1'5.5'
3:1
M
a
x
.
3:1 M
a
x.
ADDED LOTS - 16 TOTAL