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PR2:
CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY CERTIFICATE OF PRELIMINARY PLAT APPROVAL
All requirements of the Little Rock
I, Paul M. White, hereby certify that Subdivision Rules and Regulations
this plat correctly represents a bound- _ _relative to the preparation and -
ary survey rna e Or ven Is y me tnat submittal of a preliminary plat having
surveying requirments of the State of been fulfilled, approval of this plat
Arkansas and City of Little Rock Sub- E t A is hereby granted, subject to further
division Rules and Regulations have beer3 provision of said Rules and Regulations
complied with and a copy of said e This certificate shall expire.
boundary has been duly filed for record' I
.n1SZ:r..�
in offices of the State Surveyor and C' r
the Pulaski County Circuit Clerk on
20 / , in Plat Book _Page _ Date of Execution
Dat of Execution Paul M. White, Registered Land
Surveryor No. 1281, 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 Regu ions have
have been complied wit
Date of Execution 11 thy E. Daters
o
Re istered Professional
Engineer No. 5033, Arkansas
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OWNER 01
Date of Execution
Source of Title
Instrument No.
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ARGNSAS
REGISTERED ®t
PROFESSIONAL
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MINEER
No.5033 'Ps
Planning Administrator
Address
D.R Page
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Scale 1 " = 60 ft
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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 storm.water drainage facitities are required.
8. A grading permit per secs. 29-186(c) and (d) will be required
with a building permit.
CANTRELL ROAD AT LA MARCHE SUBDIVISION
ALL THAT PART OF THE E1/2 SE1/4 SW1/4, LYING NORTH OF ARKANSAS STATE HIGHWAY
NO. 10, IN SECTION 13, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS,
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID E1/2 SE1/4 SW1/4, SECTION 13; THENCE
S01'31'00"W ALONG THE EAST LINE THEREOF, 1186.47 FT. TO A POINT ON THE NORTH
RIGHT-OF-WAY LINE OF ARKANSAS STATE HIGHWAY NO. 10; THENCE WESTERLY ALONG SAID
NORTH RIGHT-OF-WAY LINE THE FOLLOWING: (1) S83'04'32"W, 293.16 FT.; (2)
S88'52'46"W, 246.61 FT.; (3) N69'19'41 "W, 26.93 FT.; (4) S72'27'37" W,
35.37 FT. AND 5) S88'52 46"W, 62.25 FT. TO A POINT ON THE WEST LINE OF
SAID E1/2 SE1 4 SW1/4; THENCE N01'28'53"E ALONG SAID WEST LINE, 1230.98 FT.
TO PEE NORTHWEST CORNER OF SAID E1/2 SE1/4 SW1/4; THENCE S89'49'41'E ALONG
THE NORTH LINE OF SAID E1/2 SE1/4 SW1/4, 658.33 FT. TO THE POINT OF BEGINNING,
CONTAINING 18.3708 ACRES MORE OR LESS.
(BEARINGS BASED ON ARKANSAS STATE PLANE COORDINATES -NORTH ZONE)
General Notes:
1. Owner:
Eugene M. Pfeifer, III
16623 Cantrell Rd., Ste. 2A
Little Rock, AR 72223
(501) 367-0007
2. Linear feet of New Streets: 550 Lf
3. Average Size of Lot: 4.4 AC
4. Number of Lots: 4 Lots
5. Applicable existing covenants: Hwy 10 DOD
6. Source of Water Supply: Central Arkansas Water
7. Source of Wasterwater Disposal: LRWWU
8. Variances: Stormwater Detention not required. Drainage will be
designed for developed conditions.
9. Floodway / Floodplain: As Shown
10. Municipal Boundaries: Inside Corporate City Limits
11. Sidewalk construction will be completed with the
development of each lot.
THIS PLAT
I
VICINITY MAP
SCALE: 1 "=2000'
PRELIMINARY PLAT OF
LOTS :1-4
CANTRELL ROAD AT LA MARCHE SUBDIVISION
AN ADDITION TO THE CITY OF
LITTLE ROCK, ARKANSAS �
DECEMEFM 19, 2008 ��
FEE- JANUARY 21, 2009
141HITE-DATERS & ASSOCIATES, INC.
a CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
24 .':^' iNG CIRCLE LTTLE ROCK, ARKANSAS 72223