HomeMy WebLinkAboutZ-4930-A Map 5d .19;n1
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We, t%L, undernig-ed, ow --Ca of the real estate s4own
anu described herein do r:ereby careify that we -have
lain off, platce6 and suc(!;vidc6 u..d do he::eby lay
off, -plat and subdivide said rear e:tatc in accordance
with Che w<<;hin )!at.
3-14-$Z%
Date of Execution
Source of Title:
D. R.
- / 4— Lr Al
Page
PRELIMINARY ENGINEERING CERTIFICATE
I, Timothy E. Daters, hereby certify that this proposed
preliminary plat correctly represents a survey completed
by me, or under my supervision on 6Gi 90 2Q,
19 L3:5; that the boundary lines shown hereon correspond
with the description in Che deeds cited in the above
Source of 'Title; and that all monuments which were found
or placed on the property are correctly described and
located
Date of Execution Timothy E. Daters
Registered Professional
Engineer No. 5033, 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 provisions of
said Rules and Regulations.
This Certificate shall expire
Date of Execution
Planning Administrator
Little Rock Planning Commission
STATE OF
AKKAAS
O 34 O:
/0 D. W J
q L ..ANO
010 04,—
T E
I0� ARKANSAS
REGMERED
PROFESSIONAL
ENGINEER
N0.5033 ��Q
�yY E OP,0
? hereby certify that I have surveyed part of the E1/4 NWS/4, Section 33,
T-1-N,R-13-14; Pulas'.i County, Arkansas, more aarticrlarly Described as:
Beginning at the intersection of the North line of the E1/2 `IW'1/4 said
Section 33 and the West right-of-way line of interstate Route No. 430;
thence S7°48'58"W along said West right-of-way line, 1172.20 ft. to a point;
thence S15°38'29"W and continuing along soid West right-of-way line,
1153.84 ft: to the intersection of said .West right -o` -'way line and the East
right-of-way line of Flintridge Road; thence N30008'17"W along said East
right-of-way line, 57.0 ft. to a point; thence Northwesterly and continuing
ciong said East right-of-way line, being the arc of a 267.9 ft. radius
curve to the right, having a chord bearing and distance of N16°53'47"W,
122.49 ft, to a point; thence N3039'11"W and contir,�ing along said East
right-of-way line, 277.8 'ft. to a point; '-;,e,.ce Northwesterly along said
East right-of-way line; being the arc of a ;74.3 ft. radius curve to the
left, hcving,a chord bearing and distance of Nl 2°09'47"W, 140.32 ft. to a point;
thence 1120040'17"W and continuing along saia East right-of-way line, 519.77
ft. to a point; thence Northwesterly and continuing along said East right-
of-way line; oeing the arc of a 249.0 ft. radius curve to the left,
having a chord bearing and distance of N39°10'47"W, 158.11 ft. to a point;
thence N57°41'17"W and continuing along said Eas right-of-way line,
177.6 ft. to a point on the West line of the El/_ NW1/4 said Section 33;
thence N1036'56"E along said West dine, 1026.41 f'6. to the Northwest corner
of said El/2 NW1/4; thence S87°46'38"E, along the North line of said
E1/2 NW1/4, 987.27 ft. to the point of beginning, co:Ittinicg 32.0063
Acresinore or less. Corners were set as shown.
N.