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T—N--C LLC
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ZONED C-�
� NVV 1 /4 NW 1 /4 SW 1 /4
� SECTION 15
� RICHARIDSoN PROPERTIES, LLC.,
� (44LI360001787)
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� ZONED R-2
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General Notes: • ' • �`•
i
1. Owners: ' • ' • '
Richardson Properties, LLC .
9800 Maumelle Blvd 4a,
North Little Rock, AR 72113
Source of Title: Book 2023, Page 010224
Book 2014, Page 059521
2. Linear feet of Internal Streets: 0 Lf '
3. Average Size of Lot: 400 x 400
4.
Number of Lots: 4 Lots
5.
Applicable
pp cable existing covenants. None
5.
Source of Water Supply: CAW
7.
Source of 1Nasterwater Disposal: LRWRA
�
8.
Variances:
`
Advance Grading with Phase One
9.
Floodway / Floodplaim,
FIRM COMMUNITY PANEL # 05119C0432H, 5/7/2019
10.
Municipal Boundaries: Inside Corporate
City Limits
11.
Street Improvement to Shackleford will
be constructed
when adjacent lot is developed and
platted.
12.
This project will be developed in four
phases: Phase One —
Lot 1 and Tract A
Phase Two —
Lot 2
Phase Three
-- Lot 3
Phase Four —
Lot 4
Public Works Notes:
1. NPDES and grading permits are required prior to construction.
2. Stormwater detention ordinance applies to this property.
3. Plans of all work in right--of—way shall be submitted for
approval prior to start of work.
4. Provide striping and signage plans as per ordinance for
Traffic Engineering approval.
5. Prior to construction obtain barricade permit for work done
within right—of—way.
5. Easements are for utilities and drainage where needed.
7. Easements for proposed stormwater detention facilities are required.
8. A grading permit per secs. 29-185(c) and (d) will be required
with a building permit.
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CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
I, Zane Robbins, hereby certify that
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
this plat correctly represents a bound-
ary survey made of verified by me that all �,��``��ii���i,
All requirements of the Little Rock
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,1,01ST,�
surveying re uirments of the State of ,►� .,
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Subdivision Rules and Regulations
��,,
Arkansas and City of Little Rock Sub— �•` ,,.��` STATE OF '�•,,, �.�
relative to the preparation and
division Rules and Regulations have beef �►,�'� SAS -;
NO. 1 5 -
submittal of a reliminar plat having
p Y p g
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compiled with and a copy of said =�' O �
boundary has
been fulfilled, approval of this plat
been duly filed for recorc:� SIGNATURE =
-.
in offices of the State Surveryor and 10/1-1/2023
is herebyranted, subject to further
of said Rules and Regulations
,:�;
provision
the Pulaski County Circuit Clerk on �,�'%;Y ti.�� ��
This certificate shall expire.
20 in Plat Book Page
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LA���•
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10 1 2 0 ' 3
Jane
Date of Execution Planning Administrator
Date of Execution Robbins, Registered Land
Surveryor No. 4151, Arkansas
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
I, Timothy E. Daters, 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(
have been compiled with.
Date of Execution
LEGAL DESCRIPTION
NEER
OTHY E. OATERS
No. 5033
Timothy E. Daters
Registered Professional
Engineer No. 5033, Arkansas
OWNER OR DEVELOPER
Date of Execution Name
Source of Tile
Instrument No.
Address
D.R. Page
PART OF THE NW1 /4 SW1 /4 OF SECTION 15, T-1-N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS,
MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF SAID NW1/4
SW1 /4, SAID POINT BEING 33.64 FT. FROM THE NORTHEAST CORNER THEREOF, LYING ON THE SOUTH
RIGHT-OF-WAY LINE OF WEST 36TH. STREET; THENCE S01 °22' 12"W ALONG SAID EAST LINE, 943.46 FT.;
THENCE S85°40'26"W, 639.79 FT. TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF SHACKLEFORD ROAD,
BEING 40.00 FT. FROM THE CENTERLINE THEREOF; THENCE NORTHERLY ALONG SAID EAST RIGHT-OF-WAY LINE
THE FOLLOWING: (1) 1\100°54'02"E, 399.03 FT.; (2) NORTHERLY ALONG THE ARC OF A 340.00 FT. RADIUS
CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N 19°03'49"W, 232.18 FT.; (3) N39001 '40"W, 220.12
FT.; (4) NORTHERLY ALONG THE ARC OF A 385.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND
DISTANCE OF N22° 15'35"W, 222.15 FT. AND (5) NORTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS
CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N43012'35"E, 37.56 FT. TO A POINT ON THE SAID
SOUTH RIGHT-OF-WAY LINE OF WEST 36TH. STREET; THENCE S88005'20"E ALONG SAID SOUTH RIGHT-OF-WAY
LINE, 927.64 FT. TO THE POINT OF BEGINNING, CONTAINING 16.5715 ACRES MORE OR LESS.
P EL NIINARY DLAT
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PART OF THE Nw,,l. 4 Sw,.1 4 OF SECTION 15, T-1—N, R-13—W
An Addition to the City of Little Rock
Pulaski County, Arkansas
Rev October 13, 2023
September 18, 2023
NTM VVH.,.[TE-RATERS & A SSOCIATES, INC.
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
Q 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223