HomeMy WebLinkAboutS-0045-V Map 5� ,a• _.1�,e w
m 1. All driveways to be private drives and public service anaior
drainage and utility easements.
2. All areas exclusive of the buildings are private crna,aon areas.
Private areas may be used for drainage and/or utility easements.
3. All utilities shall be provided by public utility companies.
4. All property corners are marked by means of iron pins.
5. All building setback lines shall be 25 feet unless otherwise noted.
/ 6. Present zoning MF-18 or C-2.
7. Total Units - 100
Total Parking Spaces - 158
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SCALE: 1"-- 30'
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THIS PROJECT
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VICINITY MAP
-- YR��i'E:t•rY UEScfr,:'TTn � —
Part of the SW1/4 Section 5, T-1-S, R-13-W, Pulaski County, Arkansas, more
particularly described as:
Commencing at the SW corner of the SWIA Section 5; thence N89°19'E along the
south line of said SWIA 1299.3'; thence continue along _aid south line of
the SWI/4 N89004'E 619.0' to a point on the west R-0'-W line of Arkansas
Highway No. 5; thence in a northeasterly direction along the west R-O-W
line of said Highway the following chord bearings and distances; N6*28'E
305.7'; N10°24'E 200.2'; thence N16D52'E 232.3' to a point on the said west
R-O-W line and the intersection of the south R-O-W line of Otter Creek.
Parkway as platted in Book 38, Page 70; thence continue along the weft
R-O-W line of Arkansas Highway No. 5, N160521E 33.0'; thence N21`34'E
82.0'; thence S69D29'25"W 8.06' and departing from said Highway
R-O-W line and beginning along the north R-0-W line of raid Otter Creek
Parkway the following chord bearings and distances; thence N72D18'W 345.C'�'
to the, point of curvature of a curve to the left (said curve having a9
radius of 761.25'); thence along said curve to the left on a chord bearing
of N84D48'W and a distance of 329.53' to the point of tangency; thence
S82043'11"W to the point of beginning 155.24'; thence S82D43'11"W and con-
tinuing along said north R-O-W line and to the point of curvature of a
671.25' radius curve to the right 184.76'; thence along said curve and
chord tearing of N84D46'56•'W 290.53'; thence N72D18'00"W and continuing
along said north R-O-W Line 88.12'; thence N15D48'08"E 466.22'; thence
S8DD49'06-E 498.06'; thence S8°38'12"W 447.15' to the point of beginning,
containing 5.8044 acres, more or less.
CERTIFICATE, OF PRELIMINARY SURVEYING
ACCURACY
Ihereby certify that
this plat correctly represents a
boundary survey made by me and ;11
monuments shown hereon actually exist
and their location, size, type and
material are correctly shown.
S 1 El d
dWnw.PY /a, 1983
Date of Execution Name, Registered
Land Surveyor
�.� No. /? , Arkansas
CERTIFICATE OF PRELIMINARY ENGINEERING
ACCURACY
I,AWk'eA?,A*68/A!1CXhereby certify that
this plat correctly represents a plat
made by me, and that engineering
requirements of the Little Rock
Subdivision Rules and Regulations have
been complied with.
Signed /
dAld!/.OWY /O, /1183 i
Date of Execution ha" me, ,)istered
Engineer, No. 4564M,
Arkansas
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
Q CURVE DATA All requirements of the Little Rock
Subdivision Rules and Regulations
relative to the preparation and
submittal of a Preliminary Plat having
0 = 24D 58' 49 been fulfilled, approval of this plat is
hereby granted, subject to further
R = 671.250' provisions of said Rules and
L = 292.657 Regulations. This Certificate shall
expire
T = 148.691� Date
C = 290.344' Signed
D = 6 3 2' 1 1"
Date of Execution — Name,
L.R. Planning
Commission
i-l:1rf 'R
SURYEY0R
31 ATE OF
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