HomeMy WebLinkAboutZ-9813 Prelinary Plat - REVISED 090723FH
ROW DEDICATION
3436.00 SF
0.079 AC
LOT 10
0.049 AC
24.61'30.00'30.00'
N89°43'46"W
33.32'N00°16'14"E 100.00'S89°43'46"E
35.40'1
3
4
6
½" REBAR (1755)
14.87' W OF POINT #3
METAL ROD
1.9' S OF LINE
POB
NORTHWEST CORNER
S½, NW ¼, NW ¼, NE ¼
SEC 24, T-2-N, R-14-W
PARCEL ID#53L0240001400
BYRNE RANDAL J
16714 LA MARCHE DR
ZONED 'R-2'
PARCEL ID#53L0240001406
BYRNE RANDAL J
16714 LA MARCHE DR
ZONED 'POD'
PARCEL ID#53L0240001300
PFEIFER EUGENE M III
16806 LA MARCHE DR
ZONED 'R-2'
PARCEL ID#53L0240001301
PFEIFER EUGENE M III
16806 LA MARCHE DR
ZONED 'R-2'
PARCEL ID#
53L0242100001
BELLA ROSA ESTATE
COMMON AREAS
LITTLE ROCK, AR
ZONED 'R-2'
LOT 11
0.054 AC
LOT 5
0.049 AC
LOT 9
0.049 AC
LOT 8
0.049 AC
LOT 7
0.049 AC
LOT 6
0.049 AC
LOT 1
0.049 AC
LOT 4
0.049 AC
LOT 3
0.049 AC
LOT 2
0.049 AC
71.56'30.00'30.00'30.00'30.00'30.00'30.00'30.00'30.00'33.00'46.00'33.00'30.00'26.61'102.33'71.56'71.56'66.56'A=7.85'
28.00'30.00'30.00'30.00'30.00'30.00'30.00'30.00'30.00'30.00'30.00'71.56'71.56'71.56'71.56'71.56'71.56'71.56'71.56'71.56'71.56'71.56'TRACT B
FLOODWAY
0.170 AC
ZONE AEZONE XZONE AEFLOODWAY
S89°43'46"E 624.60'S00°30'23"W 100.00'N89°43'46"W 626.27'N01°27'44"E 100.02'A=116.52'
AXLE
0.9' S OF LINE
1/2" REBAR W/CAP (NA) ON LINE
2
5
LOT 13
0.049 AC
LOT 14
0.054 AC
LOT 12
0.054 AC
TRACT A
ACCESS, DRAINAGE
& UTILITY EASEMENT
0.562 AC N00°16'14"E 33.47'33.00'30.00'30.00'
N61°59'06"E 14.36'
N26°51'48"W 35.15'2902802842862822882
7
8
272
270 268 2682682662
6
4 266270264
270270
27
0
2
7
2
2
7
8
2742762822
8
4
2862882
9
0
2
9
2294 264FFE:
273.6
FFE:
273.6
FFE:
273.6
FFE:
273.6
FFE:
273.6
3
2
LAMARCHE DR19'R1'R5'R5'R
2
5
'R25'28.4'27'20'
26'
10'
20'43.5'8'
8'
24.1'
23.6'
EXISTING
12" WATER
CAST IRON
EXISTING 8"
SANITARY SEWER
EXISTING 8"
SANITARY SEWER
6' WOOD
PRIVACY
FENCE
6' WOOD
PRIVACY
FENCE
LAMARCHE PLACE DR
(PRIVATE DRIVE)
D.A. IN =12.9 AC
Q100=87.60
Q25=68.20
D.A. OUT=14.415 AC
30" RCAP10' BUILDINGSETBACKEXISTING
STREAM
DA= 838
Q100=1020
Q25=726
15' FRONT YARD SETBACK15'24'25'
25' BUILDING
SETBACK
COMBINATION INLET
FFE:
273.6
FFE:
273.6
FFE:
273.6
FFE:
273.6
FFE:
273.6
3' TALL LANDSCAPE WALLBW: 271.01
TW: 273.01
TW: 270.09
BW: 273.09 BW: 269.03
TW: 272.03
BW: 269.07
TW: 272.07
BW: 267.98
TW: 271.05
BC: 271.26
EX. GROUND: 270.26
EX. GROUND: 271.00
EX. GROUND: 273.87
15'
MAIL KIOSK
15' FRONT
YARD
SETBACK
PISTACHIO (2)
DWARF
YAUPON
HOLLY (8)9'DWARF
YAUPON
HOLLY (4)
BW: 269.00
TW: 272.00
BW: 268.97
TW: 279.97
A A
CORNERS
POINT #
1
2
3
4
5
6
DESCRIPTION
CALC
1/2" REBAR (1755)
CALC
1/2" REBAR
1/2" REBAR
CALC
NORTHING
170950.25
170950.09
170947.14
170847.14
170850.10
170850.25
EASTING
1176141.74
1176177.14
1176801.74
1176800.85
1176174.59
1176141.27
CROSS SECTION A-A
HOR. SCALE: 1"=20'
VERT. SCALE: 1"=10'
265
270
275
280
285
290
295
265
270
275
280
285
290
295
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20
EXISTING
GROUND
SHEET NUMBER:
DATE:
JOB NO.:
DRAWN BY:REV.DATEDESCRIPTIONBYHolloway Engineering,
Surveying & Civil Design
200 Casey Drive
Maumelle, AR 72113
(501) 851-3366
www.holloway-eng.com
9/6/23
L:\2023\2023-082 LaMarche Development LR\Drawings\Sheets\23-082 Preliminary Site Plan.dwg
2023-082
KMD PRELIMINARY PLAT1
PROJECT
LOCATION
VICINITY MAP
ACREAGE PER 40
S ½, NW ¼, NW ¼, NE ¼
SECTION 24, T-2-N, R-14-W 1.515 ACRES
1.515 ACRESTOTAL
FLOOD STATEMENT:
GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON
FLOOD INSURANCE RATE MAP NO. 05119C0312G, DATED
JULY 06, 2015, INDICATES THAT PORTIONS OF THE PROPERTY
SHOWN HEREON LIE WITHIN A SPECIAL FLOOD HAZARD AREA.
BASE FLOOD ELEVATION: 272.6
GENERAL NOTES:
1. ALL FRONT BUILDING SETBACKS ARE 15.0'. ALL REAR YARD SETBACKS
ARE 10'-0" AND ALL SIDE YARD SETBACKS ARE 5'-0" UNLESS OTHERWISE NOTED.
2. OPEN SPACE TRACT SPACES TO BE AN ACCESS, UTILITY, AND DRAINAGE EASEMENT.
3. THIS PROPERTY IS CURRENTLY ZONED R-2, WE ARE SEEKING A REZONE TO 'PD-R'.
4. ALL LOTS ARE TO BE SINGLE FAMILY HOUSING.
5. THE ACCESS EASEMENTS, ALLEYS, AND ALL COMMON
AREAS SHALL BE MAINTAINED BY THE PROPERTY OWNER.
6. WATER & SEWER SHALL BE SUPPLIED BY CENTRAL ARKANSAS
WATER AND LITTLE ROCK WASTEWATER RECLAMATION AUTHORITY.
7. ALL DRAINAGE SHALL BE BUILT TO CITY STANDARDS AND APPROVED BY ENGINEER.
APPLICANT REQUEST IN LIEU FEE FOR DETENTION BASED ON THIS DEVELOPMENT OUTLETTING TO
A LARGE CONVEYANCE WITH A SUBSTANTIALLY HIGHER DRAINAGE AREA UP STREAM.
8. LOTS TO BE OWNER OCCUPIED OR SOLD.
9. COMMERCIAL SANITATION FOR REFUSE PICKUP.
10. EXISTING CONTOURS ARE AT 2' INTERVALS.
11. MAXIMUM BUILDING HEIGHT TO BE 35'.
12. MINIMUM FINISHED FLOOR AREA FOR LOTS WITHIN THE FLOODPLAIN
ELEVATION OF 272.6 TO BE 1'0" ABOVE THE BFE ON THE ADJACENT STREAM.
13. STREETS WILL BE OWNED AND MAINTAINED BY THE POA.
14. DWELLING UNITS TO BE LEASED AND ALL LAND UNITS TO INCLUDE OPEN SPACE TO BE OWNED
AND MAINTAINED BY LAND OWNER.
SURVEY CODE:
500-02N-14W-0-24-140-60-1803
CERTIFICATE OF RECORDING
SIGNED ____________________________
TERRI HOLLONGSWORTH
PULASKI COUNTY CIRCUIT CLERK
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 PHARRIS LARRY EUGENE
INST#: 2021026465
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 PLANNING DIRECTOR
CITY OF LITTLE ROCK
S
W
N
E
1"=30'GRAPHIC SCALE
30 0 30 60
BASIS OF BEARING
STATE PLANE COORDINATES
ARKANSAS NORTH ZONE NAD-83
LEGAL DESCRIPTION
Part of the South Half of the Northwest Quarter of the Northwest Quarter of the Northeast Quarter
of Section 24, Township 2 North, Range 14 West, Pulaski County, Arkansas, being more particularly
described as follows:
Beginning at the Northwest Quarter of said South Half of the Northwest Quarter of the Northwest
Quarter of the Northeast Quarter; thence South 89 degrees 43 minutes 46 seconds East 660.00
feet; thence South 00 degrees 30 minutes 23 seconds West 100.00 feet; thence North 89 degrees
43 minutes 46 seconds West 659.59 feet; thence North 00 degrees 16 minutes 14 seconds East
100.00 feet to the Point of Beginning containing 1.515 acres more or less.
LESS AND EXCEPT
A public right-of-way being Part of the South Half of the Northwest Quarter of the Northwest
Quarter of the Northeast Quarter of Section 24, Township 2 North, Range 14 West, Pulaski County,
Arkansas, being more particularly described as follows:
Beginning at the Northwest Quarter of said South Half of the Northwest Quarter of the Northwest
Quarter of the Northeast Quarter; thence South 89 degrees 43 minutes 46 seconds East 35.40 feet;
thence South 01 degrees 27 minutes 14 seconds West 100.00 feet; thence North 89 degrees 43
minutes 46 seconds 33.32 feet; thence North 00 degrees 16 minutes 14 seconds East 100.00 feet to
the point of beginning containing 0.079 acres more or less.
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
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY
I, ROY C. ANDREWS, 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 ROY C. ANDREWS
PROFESSIONAL ENGINEER,
AR NO. 12707
TOTAL PARCEL SIZE
PROPOSED USAGE
MINIMUM LOT SIZE
1.515 ACRES
PLANNED RESIDENTIAL
0.049 AC
LENGTH OF NEW ROADS 520.14 LF
# OF LOTS (RESIDENTIAL)14 LOTS
LOTS PER GROSS ACRE 9.32 LOTS/ACRE
COMMON OPEN SPACE 0.732 ACRES (4.8%)
AVERAGE LOT SIZE 0.049 AC
LEGEND
PROPOSED DESCRIPTION
EXISTING DESCRIPTION
BOUNDARY FINAL
EASEMENT
BUILDING SETBACK
WATER LINE
SANITARY SEWER LINE
X FENCE
STORM DRAINAGE PIPE
CURB INLET/JUNCTION BOX
FD MONUMENT (AS NOTED)
SET MONUMENT (AS NOTED)
CALCULATED POINT
FIRE HYDRANTFH
WATER METER
WATER VALVE
SANITARY SEWER MANHOLE
RIGHT-OF-WAY
BOUNDARY ADJOINER
WATER LINE
SANITARY SEWER LINE
OVERHEAD ELECTRIC LINE
STORM DRAINAGE PIPE
SANITARY SEWER MANHOLE
OPEN SPACE:
USABLE TRACT A 0.562 AC
UNUSABLE TRACT B 0.170 AC
TOTAL: 0.732 AC
ROW DEDICATION
0.079 AC
GROSS BUILDING FLOOR AREA 12,180 SF - 870 SF INDIVIDUAL
BUILDING COVERAGE % - SITE 18.47%
SODDING & SEEDING
DEVELOPMENT SCHEDULE:
CONSTRUCTION TO COMMENCE ONCE APPROVALS ARE
OBTAINED FROM ALL GOVERNING AUTHORITIES.
CONSTRUCTION OF SITE INFRASTRUCTURE - 12 MONTHS.
CONSTRUCTION OF ALL BUILDING STRUCTURES - 36 MONTHS.
DEVELOPER/SUBDIVIDER:
MAHESH BAVINENI
PC Denied 101223