HomeMy WebLinkAboutZ-5094-A Map 1Northwest comer
S1/2 NE1/4 SWI
Section 19
T -2-N, R -13-W
LOT 1
WESTCHESTER
PHASE VI
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OHP
96
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9' SPACES
59
TOTAL
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Lot 40 GW
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1
BE
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ABANDONED THRU TRACT "B"
Lot 41
AFTER CONSTRUCTION OF
OUTER,
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�--10• UTILITY EASEMENT
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Lot 42
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Lot 43 -r
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Lot 44 PP/
Tract A
Southwest comer
S1/2 NEI/4 SWI/4
Section 19
T -2-N, R -1.3-W
PILON !(,gfyE
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Northeast corner
S1/2 NE1/4 SW1/4
Section 19
T -2-N, R -13-W
Lot18
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I / \DOC. N 80- 53933
a
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ffiss w 1 (M 16.90'
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\ r2=32 M
2a SS LASLMLNI r0
1 �" 10' UTILITY EASEMENT
OHP
96
i
101
i
2
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/
9' SPACES
59
TOTAL
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Northeast corner
S1/2 NE1/4 SW1/4
Section 19
T -2-N, R -13-W
Lot18
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2a SS LASLMLNI r0
1 �" 10' UTILITY EASEMENT
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-- o
•- — — — — — — — — -- 924.2.8 - -- - -- -- - -
ALFOLTkR R — — — — — — ��, — — ' — — — ArIPROX. LUCA11ON SAN. SEWER�S M,{
N89 4 59 1150.4
pr- Gw 1
LOT 15 ` LOT 14 LOT 11 LOT 10
i
I
RPM
R-2
GLEASON
R-2
I
VICINITY MAP
LOT
/LOT 13
HICKORY CREEK (D-897)
R-2
NI
1
I' - 60'
( J 60 120 180
Lot 20
1f,
I FGAI DESCRIPTION
Part of the south half of the NE1/4 SW1/4, Section 19, T -2-N,
R -13--W, Pulaski county, Arkansas more particularly described as:
Beginning at the southwest corner of said S1/2 NE1/4 SWI/4; t
N01'28'20°E along the west line of said S1/2 NE1/4 SWI/4, 63•
ft. to the south right-of-way line of Tuylor Loop Road; thence
Si TS 1146"L along said south right-of-way line 241.80 ft.; thence
continuing aiong said south right-of-way line, following the arc c
a 530.29 ft. radius curve to the left, a chord bearing and distar
Of S77'51'34'E, 7.83 ft.; thence continuing along said south
right-of-way line, following the arc of a 2910.13 ft. radius curve
to the left, a chord bearing and distance of S14'06'03"W, 20.27
ft.; thence 574706'33"E and continuinq olonq said south right-of-
way line 100.00 ftto a point on the east right-of-way line of
said Tavlor Loop Road; thence alonq said east right-of-way line,
following the are of a 2910.13 ft. radius curve to the right, a
rhord hearing and distance of N15'10'27'E, 1.30.04 ft. to a point
on the north line of said S1/2 NEI/4 SW1 /4; thence 589'.50'01"
along said north line 248.66 ft.; thence S19'40'57"E, 128.02 ft.;
thence southeasterly along the arc of a 601.57 ft. radius curve t
the left, a chord bearing and distance of S45'17'25"E, 520.04
ft.; thrnce S70'54'11"E, 50.00 ft.; thence southeasterly along
the arc of a 332.12 ft. radius curve to the right, a chord beari
and distance of S6 '7.
83.00 ft.; thence 589'26'44"W,
16.90 ft.; thence S00'30'38"W; 119.90 ft. to a point on the soutf
line of said Si/2 NE1/4 SWI/4; thence N89'54.59"W along said
south line, 1150.42 ft. to the point of beginning, containing
12.3951 acres more or less. (Bearings are based on Arkansas St,
Plane Coordinates.)
BUILDING PHASE 1 14,200 SQ. FT.
BUILDING PHAbr- 11 15,000_ SQ. FT.
29,200 SQ. FT.
PARKING -PHASE I
r -
I A�N.I{INC PHASE-
IASL 1
5
OHP
96
i
101
i
2
r
/
9' SPACES
59
TOTAL
i
i
/
1 / /
/
i
N
-- o
•- — — — — — — — — -- 924.2.8 - -- - -- -- - -
ALFOLTkR R — — — — — — ��, — — ' — — — ArIPROX. LUCA11ON SAN. SEWER�S M,{
N89 4 59 1150.4
pr- Gw 1
LOT 15 ` LOT 14 LOT 11 LOT 10
i
I
RPM
R-2
GLEASON
R-2
I
VICINITY MAP
LOT
/LOT 13
HICKORY CREEK (D-897)
R-2
NI
1
I' - 60'
( J 60 120 180
Lot 20
1f,
I FGAI DESCRIPTION
Part of the south half of the NE1/4 SW1/4, Section 19, T -2-N,
R -13--W, Pulaski county, Arkansas more particularly described as:
Beginning at the southwest corner of said S1/2 NE1/4 SWI/4; t
N01'28'20°E along the west line of said S1/2 NE1/4 SWI/4, 63•
ft. to the south right-of-way line of Tuylor Loop Road; thence
Si TS 1146"L along said south right-of-way line 241.80 ft.; thence
continuing aiong said south right-of-way line, following the arc c
a 530.29 ft. radius curve to the left, a chord bearing and distar
Of S77'51'34'E, 7.83 ft.; thence continuing along said south
right-of-way line, following the arc of a 2910.13 ft. radius curve
to the left, a chord bearing and distance of S14'06'03"W, 20.27
ft.; thence 574706'33"E and continuinq olonq said south right-of-
way line 100.00 ftto a point on the east right-of-way line of
said Tavlor Loop Road; thence alonq said east right-of-way line,
following the are of a 2910.13 ft. radius curve to the right, a
rhord hearing and distance of N15'10'27'E, 1.30.04 ft. to a point
on the north line of said S1/2 NEI/4 SW1 /4; thence 589'.50'01"
along said north line 248.66 ft.; thence S19'40'57"E, 128.02 ft.;
thence southeasterly along the arc of a 601.57 ft. radius curve t
the left, a chord bearing and distance of S45'17'25"E, 520.04
ft.; thrnce S70'54'11"E, 50.00 ft.; thence southeasterly along
the arc of a 332.12 ft. radius curve to the right, a chord beari
and distance of S6 '7.
83.00 ft.; thence 589'26'44"W,
16.90 ft.; thence S00'30'38"W; 119.90 ft. to a point on the soutf
line of said Si/2 NE1/4 SWI/4; thence N89'54.59"W along said
south line, 1150.42 ft. to the point of beginning, containing
12.3951 acres more or less. (Bearings are based on Arkansas St,
Plane Coordinates.)
BUILDING PHASE 1 14,200 SQ. FT.
BUILDING PHAbr- 11 15,000_ SQ. FT.
29,200 SQ. FT.
PARKING -PHASE I
r -
I A�N.I{INC PHASE-
IASL 1
5
HC SPACES
96
9' SPACES
101
TU 1 AL
2
HC SPACES
57
9' SPACES
59
TOTAL
' R L- r- TTA! c T L
61zblq
,— 5o% -Pei
,Ise Cj
`/1
SITE PLAN - TRACT A
TRINITY PRESBYTERIAN CHURCI
LITTLE ROCK, ARKANSAS
MCGETRICK ENGINEERING
ENGINEERING / LAND DEVELOPMENT CONSULTANTS
Little Rock, Arkansas /2221
JUNE 11. 1997
�N51AIf 6-F
A It S'l s �`
>R�cisT�g�.n
� 1iNf�l4'1;F�y
N0.4566 �q<
�ir M. Mc.C'JO,