HomeMy WebLinkAboutZ-9813 Preliminary Plat 081623CERTIFICATE 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
CERTIFICATE OF OWNER
ROYC.ANDREWS
PROFESSIONAL ENGINEER,
AR NO. 12707
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
MAHESH BAVINENI
FCORNERS
POINT #
DESCRIPTION
NORTHING
EASTING
1
CALC
170950.25
1176141.74
2
1/7'REBAR(1755)
170950.09
1176177.14
3
CALC
170947.14
1176801.74
4
1/2" REBAR
170847.14
1176800.85
5
1/2" REBAR
170850.10
1176174.59
6
CALC
170850.25
1176141.27
1" ROD
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 RE RED.
DATE J. E IC HOLLOWAY
PROFESSIONAL SURVEYOR NO. 1803, AR
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
TOTAL PARCEL SIZE
1.515 ACRES
PROPOSED USAGE
PLANNED RESIDENTIAL
COMMON OPEN SPACE
0.732 ACRES (4.8%)
LENGTH OF NEW ROADS
520.14 LF
MINIMUM LOT SIZE
0.049 AC
# OF LOTS (RESIDENTIAL)
14 LOTS
LOTS PER GROSS ACRE
9.32 LOTS/ACRE
AVERAGE LOT SIZE
0,049 AC
GROSS BUILDING FLOOR AREA
12,180 SF - 870 SF INDIVIDUAL
BUILDING COVERAGE %- SITE
18.47%
I PARCEL ID#53L0240001300
PFEIFER EUGENE M III
76806 LA MARCHE DR
ZONED 'X'
-- - -- e
z 00
S8904346"E
1 35.40' a N�
I-24.124.61' 30.00, 30.00' 30.00, 30.00' 30.00' 30.0(
15'-r-- - -
POB U�
NORTHWEST CORNER
SV2, NW '/4, NW 1/4, NE '/4 - 0
3
�NA rur<L F
/ 111I I I l S S S Noo\\\\\
CERTIFICATE OF RECORDING
SIGNED
TERRI HOLLONGSWORTH
PULASKI COUNTY CIRCUIT CLERK
LEGEND
PROPOSED
DESCRIPTION
BOUNDARY FINAL
- ------ - - - - - - - -
EASEMENT
- - - - - - - - - -
BUILDING SETBACK
W
WATER LINE
SS
SANITARY SEWER LINE
x
FENCE
STORM DRAINAGE PIPE
CURB INLET/JUNCTION BOX
O
FD MONUMENT (AS NOTED)
SET MONUMENT (AS NOTED)
A
CALCULATED POINT
�N
FIRE HYDRANT
WATER METER
N
WATER VALVE
O
SANITARY SEWER MANHOLE
EXISTING
DESCRIPTION
----' - -
RIGHT-OF-WAY
- -
BOUNDARY ADJOINER
--- •. -
WATER LINE
---SS-
SANITARY SEWER LINE
oHE-
OVERHEAD ELECTRIC LINE
STORM DRAINAGE PIPE
SANITARY SEWER MANHOLE
N
E
S
GRAPHIC SCALE 1"=30'
30 0 30 60
BASIS OF BEARING
STATE PLANE COORDINATES
ARKANSAS NORTH ZONE NAD-83
ACREAGE PER 40
S'/2, NW 1/4, NW 1/4, NE 1/4 I1.515 ACRES
SECTION 24, T-2-N, R-14-W
TOTAL 1.515 ACRES
OPEN SPACE:
TRACT A 0.562 AC
TRACT B 0.170 AC
TOTAL: 0.732 AC
ROW DEDICATION
0.079 AC
Wuw� to.
atµa er Holloway Engineering,
} ffi Surveying & Civil Design
A. �R
200 Casey Drive
"5 Maumelle, AR 72113
(501)851-3366
www.holloway-eng.com
A
oof
VICINITY MAP
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:
ENE
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
PARCEL ID#53LENE M it
R M 111
\
43 minutes 46 seconds West 659.59 feet; thence North 00 degrees 16 minutes 14 seconds East
ON�
LA DR
100.00 feet to the Point of Beginning containing 1.515 acres more or less,
6806PFEIF
MARC
16806 MARCHE
ZONED 'X'
\
\
\
LESS AND EXCEPT
L `
l \
O
X TALL LANDSCAPE WALL
A public right-of-way being Part of the South Half of the Northwest Quarter of the Northwest
1 l
\
Z M
6' WOOD
1 5
Quarter of the Northeast Quarter of Section 24, Township 2 North, Range 14 West, Pulaski County,
/ ( \
TW: 270.09
0 m
-PRIVACY D.A. OUT=14A15 AC
BW: 267.98
Arkansas, being more particularly described as follows:
2�p
AXLE
BW. 271 .01
272 TW: 273.01
BW: 273.09
m„
b y
FENCE BW: 269.03 BW: 269.07 d
TW:271.05
a
N26 51'48"W 35.15'
/z' REBAR (1755)
P
14.8T W OF POINT #3 f,
Be innin at the Northwest Quarter of said South Half of the Northwest Quarter of the Northwest
9 9
0.9' S OF LINE o
S89 43'
30A0' - 30A0'
E 624.60
33.00
0 TW: 272.03 TW: 272.07 `'
"'
00_
0'
_
102.33'.- 'I
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
I'
30.00'
T
Tom-
�r r-�-
�-
33.00' -- 30.00'
- 2d^ iv
-----
- 1
- - - 0 N \
minutes 46 seconds 33.32 feet; thence North 00 degrees 16 minutes 14 seconds East 100.00 feet to
th t f b t
26'
ti
SEC 24, T-2-N, R-14-w o p c I N LOT 1 y LOT 2 N LOT 3 LOT 4 N LOT 5 LOT 6 ZO LOT 7 LOT 8 a LOT 9 h LOT 10 h LOT 11 � N O3 j LOT 12 a LOT 13 y LOT 14
o W O I 0.049 AC 0.049 AC r 0.049 AC - 0.049 AC 0.049 AC 0.049 AC 0.049 AC 0.049 AC 0.049 AC � 0.049 AC " 0.054 A ° ' .054 AC
EXISTING I _ 1 n n n n r, n n I: 1. r. 20', n 0.049 AC n 0.054 AC
12" WATER - -- FFE: FFE: FFE: FFE: FFE: v
CAST IRON < ',� oUC sr 191 1 20' 273.E �273_6� 8' I 273.6 273.6 273.6
Ell-.- 1� gw ew rq- v W_ W - - -- --- -- --- - --- --- - - --- m
-- - --- -
�Q N 11 MM . MM M B' MM M�1O
0
1 Q �' M e� 1 M Ml
O O '�' JV.�' 3O_ 3 IM M) `I �i IN �� L •' F \ nil
I o - - o I _ 00' t 30b0' 00' 30 tl0' 00' 30 g 2 3 00' 30
ROW DEDICATION
3436.00 SF
0.079 AC
C6
I
I
I
II
I
I
I
\ I
II
I
I
I
I
I
II
�I
I
I
I
-23.6'
0
33 326 �; 15' FRONT �p
2
YARD
( SETBACK <
J fF
I l e I
LAMARCHE PLACE DR �s z
as-7v,�S S� -- -
j -
r -15' FRONT YARD SETBACK (PRIVATE DRIVE) °c6
-- - -- - -40
Ni&043'46"W 626.27'
1' 2 " EX. GROUND: 271.00 3W RCAP
VWOOPRIVACY 1/2" REBAR W/CAP (NA) ON LINE ��� N ��02��F I TRACT A COMBINATION INLET
FENCE ti �fTcF ACCESS, DRAINAGE '
EX. GROUND: 273.87J 'i I & UTILITY EASEMENT D.A. IN =72.9 AC
1 0.562 AC
I Qroo=87.60
PARCEL ID#53L0240001406 Q2s=68.20
PARCEL ID#53L0240001400
BYRNERANDALJ BYRNERANDALJ
�n
16714 LA MARCHE DR 16714 LA MARCHE DR
ZONED 'X' I ZONED 'X'
\ EXISTING S"
U'\ SANITARY SEWER
METAL ROD`00
N 1
e
porn o egmning con alnmg 0.079 acres more or less.
r `'O
1.9' S OF LINE
N
\\
TRACT
EXISTINGSTREAM\
GENERAL NOTES:
\ 9
F OODWABY
0.170 AC
DA= 838
1.
ALL FRONT BUILDING SETBACKS ARE 15.0'. ALL REAR YARD SETBACKS
N
N61 o S.9'06"E 14.36' i
i+).
Qroo=1020
ARE 10'-0" AND ALL SIDE YARD SETBACKS ARE 5'-0" UNLESS OTHERWISE NOTED.
1
\
54
Q2s=726
M
2.
OPEN SPACE TRACT SPACES TO BE AN ACCESS, UTILITY, AND DRAINAGE EASEMENT.
\ 06
-
o v ��
S
3.
THIS PROPERTY IS CURRENTLY ZONED R-2, WE ARE SEEKING A REZONE TO 'PD-R'.
\�
EXISTING 8"
4.
ALL LOTS ARE TO BE SINGLE FAMILY HOUSING.
®
\
�,
SANITARY SEWER
-BC: 271.26 \
5.
THE ACCESS EASEMENTS, ALLEYS, AND ALL COMMON
AREAS SHALL BE MAINTAINED BY THE PROPERTY OWNER.
J
2
6
FLOOR ELEVATIONS SHALL BE MIN V-0" ABOVE
EX. GROUND:270.26 ?�0-�til�\
( r�
4
Y
THE 100 YEAR BASE FLOOD ELEVATION OF 272.60'.
25' BUILDING
v �Z� \
1 S
7.
WATER & SEWER SHALL BE SUPPLIED BY CENTRAL ARKANSAS
SETBACK
t n 1
WATER AND LITTLE ROCK WASTEWATER RECLAMATION AUTHORITY.
\
PARCEL ID#
53LO242100001
B.
ALL DRAINAGE SHALL BE BUILT TO CITY STANDARDS AND APPROVED BY ENGINEER.
BELLA ROSA ESTATE
APPLICANT REQUEST IN LIEU FEE FOR DETENTION BASED ON THIS DEVELOPMENT OUTLETTING TO
\
COMMON AREAS
A LARGE CONVEYANCE WITH A SUBSTANTIALLY HIGHER DRAINAGE AREA UP STREAM.
LITTLE ROCK, AR
ZONED 'X'
9•
LOTS TO BE OWNER OCCUPIED OR SOLD.
\
10.
COMMERCIAL SANITATION FOR REFUSE PICKUP.
\
11.
EXISTING CONTOURS ARE AT 2' INTERVALS.
\
12.
MAXIMUM BUILDING HEIGHT TO BE 35'.
\
13.
MINIMUM FINISHED FLOOR AREA FOR LOTS WITHIN THE FLOODPLAIN
-- - ELEVATION OF 272.8 TO BE 1'0" ABOVE THE BFE ON THE ADJACENT STREAM.
\ 14. STREETS WILL BE OWNED AND MAINTAINED BY THE POA.
FLOOD STATEMENT:
GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON
FLOOD INSURANCE RATE MAP NO.05119C0312G, DATED
JUL'f 06, 2015, INDICATES THAT PORTIONS OF THE PROPERTY
SHOWN HEREON UE WITHIN A SPECIAL FLOOD HAZARD AREA.
SURVEY CODE:
BASE FLOOD ELEVATION: 272.8 500-02N-14W-0-24-140-60-1803
S(XTE o St ATE pp
r� AR4SAS
r,
E
SI
� E
No. 72;107
°" of ,air
_' s Eogolloq
ineerinq.
Civil Design, PI-LCz
N
JOB NO.: 2023-082
DATE: 8/ 14/23
DRAWN BY: KMD
SHEET NUMBER:
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�-9813