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LOT 1
SHACKLEFORD ROAD WILL BE
DEDICATED TO HALF 90' R.O.W.
AND IMPROVED TO HALF 59 FT
CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
1, Paul M. White, hereby certify that
this plat correctly represents a bound-
ary survey made of verified by me that all
surveying requirments of the State of
Arkansas and City of Little Rock Sub-
division Rules and Regulations have been
complied with and a copy of said
boundary has been duly filed for record
in offices of the State Surveyor and
the Pulaski County Circuit Clerk on
20 , in Plat Book Page
Date of Execution Paul M. White, Registered Land
Surveryor No. 1281, Arkansas
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
All requirements of the Little Rock
Subdivision Rules and Regulations
relative to the preparation and
submittal of a preliminary plat having
been fulfilled, approval of this plat
is hereby granted, subject to further
provision of said Rules and Regulations
This certificate shall expire.
Date of Execution Planning Administrator
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
I, Timothy E. Caters, 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 complied with.
Date of Execution Timothy E. Deters
Registered Professional
Engineer No, 5033, Arkansas
M:\2014\14 -284T Shackleford Road Advance Grad i ng\DWG\SITE PLAN REVIEW-SBH.dwg, 10/15/2014 8:26:44 AM, Adobe PDF
OWNER OR DEVELOPER
Date of Execution Name
Address
Source of Title D.R_ Pa
Instrument No.
ZON
60 0 60 180
SCGIe 1 " = 60 ft
main Vn 11,a
12' NP.
100 YEAR
/ �� STEEL STAKE
WELDED WIRE MESH
WITH SILT FENCE
I
PL
10' OR 50'
UNDISTURBED
LEGAL DESCRIPTION STONE / ROCK BERM
N.T.S.
THE NORTH 30 ACRES OF THE NE1/4 SW1/4 OF SECTION 22, T-1-11, R -13-W,
LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS:
BEGINNING AT THE NORTHWEST CORNER OF SAID NE1/4 SW1/4; THENCE S87'22'59"E,
643.56 FT. TO THE SOUTHWEST CORNER OF LOT 94, TALL TIMBER WEST SUBDIVISION;
THENCE S87'59'42"E ALONG THE SOUTH LINE OF LOTS 94, 92, 90, 84, 82, 80,
78 AND 76 SAID TALL TIMBER WEST SUBDIVISION, 671.07 FT. TO THE NORTHEAST
CORNER OF SAID NE1/4 SW1/4; THENCE S02`42'56"W ALONG THE WEST LINE OF
LOTS 48, 46 AND 44, SAID TALL TIMBER WEST SUBDIVISION, 172.90 FT.; THENCE
S02'17'06"W, 799.44 FT.; THENCE
TO A POINT ON THE WEST LINE OF SAID NE1/4 SW1/4;
THENCE NO2°22'08"E ALONG SAID WEST LINE, 995.49 FT, TO THE POINT OF
BEGINNING, CONTAINING 1,290,700 SQ. FT. OR 29.6304 ACRES MORE OR LESS.
LESS .AND EXCEPT THE WEST 45 FT. FOR SHACKLEFORD ROAD RIGHT-OF-WAY.
NC PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD
BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD
INSURANCE WORK MAP FOR PULASKI ^COUNTY, ARKANSAS.
(FIRM Community Panel # 050181 0015 E, Nov. 3, 1993)
General Notes:
1. Owner & Developer:
ROBERT VOGEL MANAGEMENT CO., LLC
11219 FINANCIAL CENTER, SUITE 300
Little Rock, AR 72211
2. Linear feet of New Streets: 2950 Lf 0
3. Average Size of Lot:400 X 700
4. Number of Lots: 2 Lots
5. Applicable existing covenants: None
6. Source of Water Supply: Central Arkansas Water
7. Source of Wasterwater Disposal: LRWWU
8. Floodway / Floodplain: N/A
9. Municipal Boundaries: Inside Corporate City Limits
10, Storm Water Detention
11. Exterior activities shall be screened from Shackleford Road
Per Ordinance 36-523
12. Phasing Plan: Phase I - Lot 1
Phase II - Lot 2
13. Source of Title : 2014-002658
14. Screening where required to consist of dense evergreen plantings, opaque metal or wood fencing,
or chain link with screening slats to create opaque screen.
le
EXISTING SAN SEWER
Public Works Notes:
1. NPDES & Grading permits are required prior to construction.
2. Stormwater detention ordinance does apply to this property.
3. Plans of all work in right-of-way shall be submitted for
approval prior to start of work.
4. Provide stripping and signage plans as per ordinance for
Traffic Engineering approval.
5. Prior to construction obtain barricade permit for work done
within right-of-way.
6. Easements are for utilities and drainage where needed.
7. Easements for proposed stormwater drainage facilities are required.
8. A grading permit per secs. 29-186(c) and (d) will be required
with a building permit.
OCT 15 2014