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CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY CERTIFICATE OF PRELIMINARY PLAT APPROVAL b
I, Paul M. White, hereby certify that
this plat correctly represents a bound-
ary survey made of verified by me thot all.. -
surveying requirments of the State of
Arkansas and City of Little Rock Sub- J°
division Rules and Regulations have been 0.4M `
complied with and a copy of said
boundary has been duly filed for record;
in offices of the State Surveyor and .QBAQ
the Pulaski County Circuit Clerk on
20 in Plat Book ,Page,,__el
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 Rack
Subdivision Rules and Regu ions have
have been complied wit
Date of Execution thv E. Daters
Engineer No. 5033, Arkansas
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
OWNER 01
Date of Execution
Planning Administrator
Address
Source of Title D.R. Page
Instrument No. _
OW
AR i .A {SAS d
REGISTERED `i
PROFESSIONAL
ENGINEER
N0.5033 `ZE.
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Scale 1" = 60 ft
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.
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
SOV31'00"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)
S88'012'46"W, 246.61 FT.; S3) N69'19'41"W, 26.93 FT.; (4) S72'27'37W,
35.37 FT. AND 5) S88.52 46"W, 62.25 FT. TO A POINT ON THE WEST LINE OF
SAID E1/2 SE 1 4 SW1/4; THENCE N01'28'53"E ALONG SAID WEST LINE, 1230.98 FT.
TO THE NORTHWEST CORNER OF SAID E1/2 SE1/4 SWI/4;'iHENCE 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.
PRELIMINARY PLAT OF
LOTS 1-4
'A1T TRILL OAD A T LA MAR CHI' S �' 11 �
:. N ADDITION TO TP E CITY OF
14ITTLE ROCK, ARKANSAS
DECEMBER 19, 2008
REV. JAIvUARY 21, 2009
� WHITE-DATERS & ASSOCIATES,INC. IN
" �4' CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
"4 RNHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223
S - ILL ;4