HomeMy WebLinkAboutS-1261-M Preliminary Plat Phase 6 Full Sheet 062425SSSSSSSSS3
1
5
31
5
320 3253303
3
5
S87°51'15"E 138.32'POB
NE CORNER OF
KENWOOD ESTATES
SUBDIVISION PHASE II
INSTRUMENT #:
2004074497
RECORDS OF PUL.
CO., AR.
N02°06'55"E 974.64'S87°53'03"E 400.66'S02°09'54"W 34.99'
N02°06'55"E 835.03'N87°50'26"W 194.75'C1
C
2 C3ROW DEDICATION
0.327 AC
102
91 98
64
77 85 92 9970788693 1007179
101
72 80 87 94
103
73 81 88 95
104
74 82 89 96
105
75 83 90 97
22
76 84
10
2
9
1
16 815
7
14
6
13
5
12
4
11
3
60
69
49
50
51
52
53
46
54
47
48
59
56
57
58
55
3038313932403341 2634422735432836442937
68
62
63
65
66
67
25 17242321201918
OS
OS
OS
OS
8
1
23
4
5 6
7
9
11 12
13 14 16
10
15
N02°10'06"E 19.96'
POC - (ROW DEDICATION)
SW CORNER KENWOOD
SUBDIVISION PHASE 1B
INST. #: 2003035850
POB - (ROW DEDICATION)
S02°09'15"W 15.00'
N05°26'19"W 50.44'
N01°53'38"E 765.04'N87°52'43"W 149.86'N02°12'59"E 120.05'
N02°06'37"E 50.00'
N87°50'26"W 5.00'
N02°07'21"E 121.09'S87°33'50"E 475.20'S02°09'15"W 2310.28'N88°59'23"W 617.97'A=329.44'
N67°23'32"W
Lc=322.77'
R=471.19'
N02°10'06"E 191.11'
S87°51'16"E 300.00'S87°51'44"E 310.47'N02°06'55"E 889.83'S88°59'23"E 618.07'A=331.70'
N66°33'57"W
Lc=324.44'
R=456.19'
N02°28'10"E 25.00'
45
61
315320325330
325
325
33
5
340
KENWOOD ESTATES PH 5
INST. #: 2017048988
KENWOOD ESTATES PH 4
INST. #: 2008011939
KENWOOD ESTATES PH 1B
INST. #: 2003035850
KENWOOD ESTATES PH 3
INST. #: 2008011941
KENWOOD ESTATES PH 1A
INST. #: 2002164827
KENWOOD ESTATES PH 2
INST. #: 2004074497
SANIBEL CIR
CONGRESSIONAL
C
I
R
KENWOOD BLVD(50' RIGHT-OF-WAY)WALDRON CIR
CONGRESSIONAL DR
SANIBEL CV
CONGRESSION
A
L
D
R
44L1430002201
LITTLE ROCK SCHOOL
DISTRICT
810 W MARKHAM ST
LITTLE ROCK, ARKANSAS
44L1883003700
COX DARREN J
12100 DAVID O DODD RD
LITTLE ROCK, ARKANSAS
44L1883003500
CAPSTONE PARTNERS INC
412 W RIVERS EDGE DR
PROVO, UTAH
44L1883003401
ROBINSON ROBERTA
12008 STORMY LN
LITTLE ROCK, ARKANSAS
44L1883004000
CROTTS KATHY
12012 STORMY LN
LITTLE ROCK, ARKANSAS
44L1883003400
DINGER DONNA K
REVOCABLE TRUST
634 W KINGSLEY ST
SPRINGFIELD, MISSOURI
44L1430002301
DINGER DONNA K
REVOCABLE TRUST
634 KINGSLEY ST
SPRINGFIELD, MISSOURI
44L1430002400
ANDREWS KRIS
AUSTEN/ANTHONY
KEEN/ARLAN KEITH JR/AD
18172 S SECTION ST APT 3902
FAIRHOPE, ALABAMA
44L1883004300
MATHIS WALTER STANLEY
IRREVO TR
12003 DAVID O DODD RD
LITTLE ROCK, ARKANSAS
44L1883004200
TALON HOLDING GROUP
LLC
10 CHALMETTE CT
LITTLE ROCK, ARKANSAS
44L1883004101
TREADWAY
INVESTMENTS LLC
1921 N MONROE ST
LITTLE ROCK, ARKANSAS
DAVID O DODD RD(VARIABLE ROW)NW 1/4 NW 1/4 SECTION 28SW 1/4 SW 1/4 SECTION 21SW 1/4 NW 1/4 SECTION 28NW 1/4 NW 1/4 SECTION 28CONGRESSIONAL DRIVE
CORNERS
POINT #
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
DESCRIPTION
1/2" REBAR
1/2" REBAR
5/8" REBAR
CALC
CALC
1/2" REBAR
CALC
1/2" REBAR
1/2" REBAR
CALC
5/8" REBAR
1/2" REBAR
1/2" REBAR
1/2" REBAR
CALC
CALC
NORTHING
134726.45
134706.25
132397.61
132408.50
132532.58
132723.55
132712.32
132737.30
132725.72
133614.94
133665.44
134429.77
134435.32
134555.51
134605.25
134605.44
EASTING
1188949.81
1189424.58
1189337.74
1188719.86
1188421.89
1188429.12
1188728.91
1188729.99
1189040.25
1189073.09
1189068.05
1189093.59
1188943.83
1188948.48
1188950.32
1188945.26
CURVE TABLE
CURVE #
C1
C2
C3
LENGTH
157.17'
157.08'
157.00'
RADIUS
100.00'
100.00'
100.00'
CHORD DIRECTION
S42°51'34"E
N47°06'56"E
N42°51'46"W
CHORD LENGTH
141.48'
141.42'
141.37'
DATE:
JOB NO.:
SHEET NUMBER:REV.DATEDESCRIPTIONBYHolloway Engineering,
Surveying & Civil Design
200 Casey Drive
Maumelle, AR 72113
(501) 851-3366
www.holloway-eng.com
6/16/25
L:\2025\2025-019 - Kenwood LR SD Joseph\Drawings\Sheets\25-019 Revised Preliminary Plat Kenwood.dwg
2025-019
VICINITY MAP
TOTAL PARCEL SIZE
PROPOSED USAGE
MINIMUM LOT SIZE
21.870 ACRES
SINGLE FAMILY RESIDENTIAL
0.126 AC
LENGTH OF NEW ROADS 3050 LF
# OF LOTS (RESIDENTIAL)105 LOTS
LOTS PER GROSS ACRE 4.801 LOTS/ACRE
COMMON OPEN SPACE 4.152 ACRES (18.98%)
AVERAGE LOT SIZE 0.138 AC
OPEN SPACE:
TRACT A 3.713 AC
TRACT B 0.217 AC
TRACT C 0.099 AC
TRACT D 0.045 AC
TRACT E 0.078 AC
TOTAL: 4.152 AC
CERTIFICATE OF PRELIMINARY 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
CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY
I, J. ERIC HOLLOWAY, 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.
__________ _________________________________
DATE J. ERIC HOLLOWAY
PROFESSIONAL SURVEYOR NO. 1803, AR
S
W
N
E
1"=100'GRAPHIC SCALE
100 0 100 200
BASIS OF BEARING
STATE PLANE COORDINATES
ARKANSAS NORTH ZONE NAD-83
1
PROJECT
LOCATION
CERTIFICATE OF PRELIMINARY 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
BOUNDARY FINAL
LEGEND
BOUNDARY ADJOINER
EASEMENT
BUILDING SETBACK
WATER LINE
SANITARY SEWER LINE
STORM DRAINAGE PIPE
FD MONUMENT (AS NOTED)
SET MONUMENT (AS NOTED)
CALCULATED POINT
CURB INLET/JUNCTION BOX
WATER METER
WATER VALVE
FIRE HYDRANT
SANITARY SEWER MANHOLE
PROPOSED DESCRIPTION
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
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.
GENERAL PAVING NOTES
1.IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR CURB
AND GUTTER, SUBGRADE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN
95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT.
(AASHTO T-180).
2.FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE CONCRETE SIDEWALKS.
SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 90% MAXIMUM. (AASHTO
T-180).
3.CRUSHED STONE-MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A
DENSITY OF 98% MAXIMUM (AASHTO T-191).
4.TRENCH DRAINS TO BE DETERMINED IN THE FIELD BY THE ENGINEER.
ACREAGE PER 40
SW 1/4, SW 1/4, SECTION 21 8.291 ACRES
21.870 ACRESTOTAL
FLOOD STATEMENT:
GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD
INSURANCE RATE MAP NO. 05119C0433G, DATED JULY 6, 2015,
INDICATES THAT THE PROPERTY SHOWN HEREON LIES WITHIN
ZONE X AND IS NOT WITHIN A SPECIAL FLOOD HAZARD ZONE.
NW 1/4, NW 1/4, SECTION 28 13.579 ACRES
GENERAL NOTES:
1.ALL FRONT BUILDING SETBACKS ARE 20.0'. ALL REAR YARD SETBACKS ARE 15'0". ALL
SIDE YARD SETBACKS ARE 5'0".
2.ALL LOTS HAVE A 10' DRAINAGE AND UTILITY EASEMENT ACROSS THE FRONT. A 5'
DRAINAGE AND UTILITY EASEMENT ALONG THE SIDES AND BACK UNLESS
OTHERWISE NOTED.
3.PROPERTY IS ZONED 'R2'. AND WILL BE USED FOR RESIDENTIAL HOUSING.
4.THE ACCESS EASEMENTS, LAKES, WALKING PATHS AND ALL OPEN SPACE TRACTS
SHALL BE OWNED AND MAINTAINED BY THE PROPERTY OWNER'S ASSOCIATION.
5.OPEN SPACE TRACTS ARE ACCESS AND DRAINAGE & UTILITY EASEMENTS.
6.ALL LOTS ARE INTENDED TO BE SOLD AS SINGLE FAMILY HOUSING.
7.WATER WILL BE SUPPLIED BY CENTRAL ARKANSAS WATER.
8.WASTEWATER DISPOSAL WILL BE BY LITTLE ROCK WATER RECLAMATION AUTHORITY.
9.A SOILS ANALYSIS TO DETERMINE FINAL ROADWAY PAVEMENT SECTION SHALL BE
PERFORMED PRIOR TO APPROVAL OF CONSTRUCTION DOCUMENTS.
10.ALL STREET SIDEWALK(S) TO BE 5' WIDE CONCRETE.
LEGAL DESCRIPTION:
Part of the Southwest Quarter of the Southwest Quarter of Section 21 and
part of the Northwest Quarter of the Northwest Quarter of Section 28, all
in Township 1 North, Range 13 West, Pulaski County, Arkansas, more
particularly described as follows:
Beginning at the Northeast Corner of Kenwood Estates Subdivision, Phase
2, recorded as Instrument # 2004074497; thence leaving said Northeast
Corner of said Kenwood Estates Subdivision Phase 2 South 87 degrees 33
minutes 50 seconds East 475.20 feet; thence South 02 degrees 09 minutes
15 seconds West 2310.28 feet to a point on the North Right of Way line of
David O Dodd Rd; thence along said North Right of Way line North 88
degrees 59 minutes 23 seconds West 617.97 feet; thence continuing
along said North Right of way line and along a curve to the right having
a radius of 471.19 feet and a chord bearing and distance of North 67
degrees 23 minutes 32 seconds West 322.77 feet; thence leaving said
North Right of Way line North 02 degrees 10 minutes 06 seconds East
191.11 feet to the Southwest Corner of Kenwood Estates Subdivision
Phase 1B, recorded as Instrument #: 2003035850; thence along the South
line of said Kenwood Estates Subdivision Phase 1B South 87 degrees 51
minutes 16 seconds East 300 feet; thence leaving said South line and
along the East line of said Kenwood Estates Subdivision Phase 1B North 02
degrees 28 minutes 10 seconds East 25.00 feet to the Southwest Corner
of Kenwood Estates Subdivision Phase 4 recorded as Instrument #:
2008011939; thence along the South line of said Kenwood Estates
Subdivision Phase 4 South 87 degrees 51 minutes 44 seconds East 310.47
feet; thence leaving said South line and along the East line of said
Kenwood Estates Subdivision Phase 4 North 02 degrees 06 minutes 55
seconds East 889.83 feet to a point on the South Right of Way line of
Kenwood Boulevard; thence North 05 degrees 26 minutes 19 seconds
West 50.44 feet to the North Right of Way line of Kenwood Boulevard;
thence leaving said North Right of Way line and along the East line of
Kenwood Estates Subdivision Phase 5 recorded as Instrument #:
2017048988 North 01 degrees 53 minutes 38 seconds East 765.04 feet to
the Northeast Corner of said Subdivision; thence along the North line of
said Kenwood Estates Subdivision Phase 5 North 87 degrees 52 minutes
43 seconds West 149.86 feet; thence leaving said North line of said
Kenwood Estates Subdivision Phase 5 and along the East line of Kenwood
Estates Subdivision Phase 2 North 02 degrees 12 minutes 59 seconds East
120.05 feet to the South Right of Way line of Congressional Drive; thence
leaving said South Right of Way line North 02 degrees 06 minutes 37
seconds East 50 feet to the North Right of Way line of Congressional
Drive; thence continuing along the East line of said Kenwood Estates
Subdivision Phase 2 North 87 degrees 50 minutes 26 seconds West 5 feet;
thence North 02 degrees 07 minutes 21 seconds East 121.09 feet to the
Northeast Corner of said Kenwood Estates Subdivision Phase 2 to the
Point of Beginning, containing 21.870 acres more or less.
LESS AND EXCEPT:
Lands lying in the Northwest Quarter of the Northwest Quarter of Section
28, Township 1 North, Range 13 West, Pulaski County, Arkansas, more
particularly described as follows:
Commencing at the Southwest Corner of Kenwood Estates Ph 1B
recorded as Instrument #: 2003035850; thence leaving said Southwest
Corner South 02 degrees 10 minutes 06 seconds West 171.15 feet to the
Point of Beginning; thence along a curve to the left having a radius of
456.19 feet and a chord bearing and distance of South 66 degrees 33
minutes 57 seconds East 324.44 feet; thence South 88 degrees 59 minutes
23 seconds East 618.07 feet; thence South 02 degrees 09 minutes 15
seconds West 15.00 feet; thence North 88 degrees 59 minutes 23 seconds
West 617.97 feet; thence along a curve to the right having a radius of
471.19 feet and a chord bearing and distance of North 67 degrees 23
minutes 32 seconds West 322.77 feet; thence North 02 degrees 10
minutes 06 seconds East 19.96 feet to the Point of Beginning, containing
0.327 acres more or less.