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CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
I, 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 Surveryor and
the Pulaski County Circuit Clerk on
20, in Plat Book —Page
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Date f Execution Paul M. White, Registered Land
Surveryor No. 1281, Arkansas
40 0 40
Scale 1 " = 40 ft
120
a T19S PLAT
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w � CERTIFICATE OF PRELIMINARY
c/) ENGINEERING ACCURACY j/St�-os
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o 0- v~ I, Timothy E. Daters, hereby certify • . .
m ¢ that this lat correct) re resents a
4z �. 00 Ac \O plat i e e byof the Little en in eying ! REGISTERED 1 LEGAL DESCRIPTION
-- Z I !PROFESSIONAL
m a- requirements ENGINEER PART OF THE NW1/2, NW1/2 AND SW1/2 NW1/2, ALL IN SECTION 1,
e _ Q\ o Subdivision Rules and Regulatio have $ * �T-1—N, R-14—W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY
w' I have been compiled with. or t
No.5033 1 DESCRIBED AS FOLLOWS:
D%yy ply �f COMMENCE AT THE NORTHWEST CORNER OF SAID SECTION 1;
400� j jib '-..,�,EE fir° THENCE S01'28'07"W, 1004.82 FT. TO THE POINT OF BEGINNING; THENCE
—V S89'10'55"E, 401.41 FT. TO A POINT OF THE WEST RIGHT-OF-WAY LINE
_J �0 Dote'of E cution Timothy E. Daters
46 Registered Professional OF EDSWOOD ROAD; THENCE S01°50'25"W, ALONG THE WEST RIGHT-OF-WAY
w Engineer No. 5033, Arkansas LINE, 344.78 FT. TO A POINT ON THE SOUTH LINE OF THE NW1/2 NW1/4;
THENCE S01'29'22"W, 218.46 FT., THENCE N88°57'12"W, 398.8 FT. TO A
NT
N THE WEST
ON
NE
�, �� N011'24034' E, ALONG SAIDTIWESTI LINE SECTION ON SECTION
I LINE, 218.46EFT�TO THE
O /2 NW1 t NORTHWEST CORNER OF SAID SW1 4; THENCE CONTINUE ALONG
_,. ��_ - - �� /
SAID SECTION LINE N01'26'07" E. 344.74 FT. TO THE POINT Of BECINMNG.
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\25' BLDG LINE
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
OWNER OR DEVELOPER
Date of Execution Name
Source of Tile D.R. Page
Instrument No.
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. A grading permit per secs. 29-186(c) and (d) will be required.
5. Prior to construction obtain barricade permit for work done
within right-of-way.
6. Easements are for utilities and drainage where needed.
General Notes:
1. Owner & Developer:
Calvin' Hagan
5 Mallard Point Cove
Little Rock, AR 72223
2. Linear feet of Internal Streets: 0 LF
3. Average Size of Lot: 400' x 100', 250' x 250'
4. Number of Lots: 5 Lots
5. Applicable existing covenants: None
6. Source of Water Supply: CAW
7. Source of Wasterwater Disposal: Septic Tank System
B. Variances:
Lot Without Public Street Frontage
9. Floodway / Floodplain: As Shown
10. Municipal Boundaries: Inside Corporate City Limits
11. Maintenance of tracts and pedestrian trails will be
provided for within the Bill of Assurance.
12. Phasing plan: As Market Dictates
13. Developer Request In —Lieu Payment for Storm Water Detention Requirement.
PRELIMINARY PLAT
11 IN,
Iwo 11111
LOTS 1-5
An Addition to the City of Little Rock
November 8, 2010
Rev December 1, 2010
® WHITE-DATERS & ASSOCIATES, INC.
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223