HomeMy WebLinkAboutZ-6083 Map 2NOTES
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VICINITY MAP
PAGIS MONUMENT NO 2065
SET DEC. 1992
5 40' 11 59" W
ail1142 69'
-_1
1) The bearings shown on this Plat are base
land ties and State Plane Coordinates. Arkansas, I'
2) The measurements shown on this Plat e)
the minimum standard of accuracy as d,
by the ARKANSAS GEOLOGICAL COMMISION
SURVEYS DIVISION as well as ALTA/ACSM re
3) I P S. = #4 Rebar Set
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6 f 7
FND
1 12 1" PIPE
NW CORNER
NW 1;4 NW 114
FNP 1" PIPE
-1-N• R-1 -R.
T -1-N, R -14-W
'IPF
4 VfD TRAIL
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1 ° 45' 12" W 2619.46'
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END
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\ � \ CITY LIMITS
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ROAD I \\\ Z
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N01'07'33"E
100.00' Z
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N 01' 43' 37"
IPS 1 I IPS
N 88' 5727" W
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N 88" 52'27" W
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SURVEYED
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NOTES
1_-
IglNiiw "lyl � y RWax ., �
t IV
fATFNiI.�.
VICINITY MAP
PAGIS MONUMENT NO 2065
SET DEC. 1992
5 40' 11 59" W
ail1142 69'
-_1
1) The bearings shown on this Plat are base
land ties and State Plane Coordinates. Arkansas, I'
2) The measurements shown on this Plat e)
the minimum standard of accuracy as d,
by the ARKANSAS GEOLOGICAL COMMISION
SURVEYS DIVISION as well as ALTA/ACSM re
3) I P S. = #4 Rebar Set
i
6 f 7
FND
1 12 1" PIPE
NW CORNER
NW 1;4 NW 114
FNP 1" PIPE
-1-N• R-1 -R.
T -1-N, R -14-W
'IPF
4 VfD TRAIL
i
1 ° 45' 12" W 2619.46'
I
I
I
I
I
I
i
I '
END
CM— % -_
I —
\ � \ CITY LIMITS
\ I IPF
tPF
i
IPF
N
03
Cn
Cn
N
0^\� COOPER ORBIT
ROAD I \\\ Z
IPF
FND
' SCM
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v
N
N
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N01'07'33"E
100.00' Z
i
N 01' 43' 37"
IPS 1 I IPS
N 88' 5727" W
238 00'
nT
lPS
L IPF
IPS; / IPF
IPS
/
N 88" 52'27" W
169 30' —
LOT 1
I,
IPF
PF
r iTY LIMITS
S 18'48' 27" E
106.37' MEAS
(106 42' DEED)
SPRING VALLEY MANOR
SUBDIVISION
N 88" 52'27" W
53 28'
N 18' 48' 27" W
223.05' MEAS.
(223.4' DEED)
S 01" 00' 58" W N 88" 53'16" W
209 63' MEAS — 250.33' MEAS.
(210 00' DEED) (249 7' DEED)
CITY LIMITS
rNn-- -- ----- -4 -- ----—------_ _-
CM
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100 11100 200
scale feet
Legal Description
Part of the NW 114 and the N 1 r2 of the SW 114, Section 7,
Township 1 North, Range 13 West, Pulaski County Arkansas,
more particularly described as follows
Beginning at the NW comer of the NW 114 NW 114, Section 7 T -1-N.
R -13-W. thence S 87' 1623" E along the North line of said NW 114, NW 114
a instance of 1244.38 feet to a point and the NE corner of said NW 1/4, NW 114,
thence S 01' 24'07 W along the East line of said NW 114, NW 114 a distance of
1300.06 feet to a found 1" pipe and the NE comer of the SE 114 NW 114, Section 7
T- 1•N, R -13-W. thence S 88" 36'38" E along the North line of said SE 114, NW 1/4
a distance of 1312.67 feet to a found 1" pipe and the NE corner of said SE 114, NW 114.
thence S O1 ° 4512" W along the East line of the NE 114. SW 114, Section 7, T -1-N•
R-1 3-W a distance of 2619 46 feet to a found concrete monument and the SW comer
of the said NE 114• SW 114; thence N 88' 50'39'W along the South line of said NE 114,
a distance of 1318.29 feet to a found concrete monument and the SE comer of the NW 114
SW 1 A, thence N 88° 52'27W along the South line of said NW 114, SW 114 a
distance of 494.58 feet to a set 94 rebar; thence N 01 ° 07' 33" E for a distance
of 100 00 feet to a set #4 rebar, thence N 880 52' 27" W for a distance of
238.00 feet to a set #4 rebar thence S 18' 48' 27" E for a distance of 106 37
feet to a set #4 rebar on the South line of said NW 1/4, SW 114, thence
N 88' 52'27 W along the South line of said NW 114, SW 114 a distance of
53.28 feet to a set #4 rebar. thence N 180 4B27 W for a distance of 223 05
feet to a set #4 rebar, thence N 880 52'27 W for a distance of 169.30 feet
to a found rebar; thence S 01' 00'58" W for a distance of 209.63 feet to a
found rebar on the South line of the said NW 114, SW 114; thence
N 88°53' 16'W along the south line of said NW 114, SW 114 for a distance
of 250.33 feet to a found concrete monument and the SW corner of said
NW 114, SW 114; thence N 01' 43' 3T' E along the West line of the
NW 114, SW 114 and the NW 114 of said Section 7, a distance of
3958.96 feet to the NW comer of the NW114, NW 114, Section 7
and the Point of Beginning, containing 190.624 acres, more or less, subject to
an AP&L easement and less and except a RNV for Cooper Orbit as shown on
survey by William R. Gipson, dated November 23,1995
GIS TERF
STATE Of
ARKANSAS
1170
Jj4Am ik. ' s'
t A( LAcroS.r'
To John L Bumett and Standard Abstract & Title Company
This is to certify that this map or plat and the survey on
which it is based were made in accordance with "Minimum
Standard Detail Requirements For ALTAICSM Land Title
Surveys". jointly established and adopted by ALTA and ACSM
n1988, meets the accuracy requirements of a Class A survey, -
as defined therein includes items of Table 3 thereof
William R Gipson
Registered Land Surveyor
Certification No 1170
Arkansas
I have consulted FEMA Flood Insurance Rate Map.
Community Panel No 050179 0380C dated May 16:
r 1983, and find that the hereon property described is
not in a 100 -year flood zone
William R. Gipson
Registered Land Surveyor
Certification No. 1170
Certificate of Recording
This document, number
filed for record , 19^
in Plat Book Page
(Signed) ---
(Name) Clerk
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