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N 50' 27' 21' W
172.85'
N Di 33' 05" E
50.00,
P0B
50" EASEMENT
FOUND
RR SPIKE
CONCRETE ISLANDI
S 81' 25' 21- E 200.16'
50' EASEMENT as shown on White Daters survey
N #3 & #4 Instrument #94-56632, Dated Apri 8,1994.
LA.SW8-ROW EASMNT.
', 323 ASPHALT S 08%1)33" OB• w
'G :^1`_'�- PARKING A EA 50.00'
Rl
81' 25" 21' w 200.16'
CEPTION Q6
ENT AGREEMENT
1 15'IN ESS & EGRESS EASEMENT
BK.708-PG.571
0,16' OF 33' 08• W
t
5
3 16.9e' \ ox Rt t
uEc
t Cq stut
1'09' FOUND 3/4' EBAR
6yRT.,°yy .65' 6' B D FENCE
GRAVEL SANITARY SEWER
I MANNpLE C 6' CHAINLINK
ELEV. TV� IFNTpOP=60.55
{L TU SOUTH 65 WATER
PLATE W/Y� •�
C,- e
I b SET
112- REBAR
0.62'
9 T R A C T 1
5
".B. (TRACT 1) \
FOUND
3/4' REBAR N81•pi.
a 310.
a \„ oyF
,r o
A= 26' 38' 560-/ SWI COR.
T= 88.82' SEC.18
R= 375.00' T -11N, R -12W
L= 174.42'
•
FOUND 3/4- REBAR
0
SET 1/2- REBAR
O
FOUND RAILROAD
3
SPIKE
¢
FIRE HYDRANT
o
WATER METER
m
WATER VALVE
0
MANHOLE
m
SANITARY SEWER
96-909OF
MANHOLE
®
TREE
0
UTILITY POLE
M
GUYWIRE
-3•-WA-
EXISTING UTILITY LINE
96-909OF
WA - WATER
East Line of Requa Tract S 010 38'
GA - GAS
the South line of said SWI/4 of Section 18;
UGT - BURIED
South 1/2 of Property
TELEPHONE
6
SS - SANT. SEWER
GRAVEL
VAULT FOR
UNDERGROUND STORM
WATER DRAINAGE SY
GRAVEL
AREA
SET
1/2• EBAR
it
TRACT 1 DESCRIPTION
Part of the Southwest 1/4 of the Southwest 1/4 of Section 18,
T -1-N, R -12-W, and part of the Southeast 1/4 of the Southeast
1/4 of Section 13, T -1-N, R -13-W, City of Little Rock, Pulaski County,
Arkansas, being more particularly described as follows:
Commencing at the Southwest Corner of said Section 18, N 87°54'00' E,
56.04 feet; thence along a curve to the left roving a Radius of
375.00 feet, an Arc Distance of 174.42 feet and a Chord Bearing and
Distance of N 53°42'24" W, 172,85 feet to a point on the Easterly
Right of Way line of University Avenue (U.S. Hwy. 67-70); thence along
said Right of Way line N 08033'22" E, 293.73 feet to a found 3/4"
rebar for the POINT OF BEGINNING; thence continuing along said Right
of Way line N 08°33'22" E. 300.80 feet to a found railroad spike; thence
S 81°01'46" E, 200.16 feet to a found 3/4" rebar; thence S 53°27'06" E,
125.72 feet to a set 1/2" rebar, thence S 08042'47" W. 240.80 feet to a
set 1/2" rebar, thence N 81021'36" W, 310.51 feet to the POINT OF BEGINNING,
containing 2.066 Acres (90,010 sq.ft.) more or less.
EXCEPTION s'7
5' STRIP 5'
BK.1086-PG.59J
6' CHAIN UNK FENCE C'9 \
EXCEPTION 03 & N4
AP&L.ARKLA,SWB-ROW EASMNT.
BK.594-PG.323
BK.594-PG.325
EXCEPTION s'6
EASEMENT AGREEMENT
15'INGRESS & EGRESS EASEMENT
BK.708-PG.571
,\ PART
EXCEPTION
\ BK.1086-P0,5.597
EXCEPTION #7
5' STRIP
SK.1086-PG.597
0a Yp� N
\ ''A' A, _
Caao(/Nem-
\ - APPROXIMATE LOCATION
EXCEPTION pa OF "OS" ZONING LINE
6' CH NIM FENCE CORNER HNB WIRE FENCE CORNER
I'd. 1.1' NORIN A 1.1' wtsr fa. OX NORTH a 0.1'E+sr
Of 2' PINCIIEO PIP,
2' NNCNEO RPE
EXCEPT" y9 \ Fd.20PINCHED PIPE
6' CHAIN LINK FENCE
ao
ao
T
N,
\ AP&L EASMNT. + 3
1/91 08428
\ W 00
r\ z 1 m
PO
0
EXCEP N J5 N
CTRUNE- -ROW MINT w O
EW.682-PG.O . p: I EXCEPTION M3 & W4
to AP&L,ARKLA,SWB-ROW EASMNT.
BK.594-Pg.323-325
09e Ul J01 c
EXCEPTION /10 � EXCEPTION /3 & /4
50' 20 ROW EASMNT. AP&LARKIASWB-ROW EASMN7. Q'P c
6K.584-PG.235 8K.594-PG.323
I - BK.594-PG.325 x
S 88' 50' 57' W
-P.O.B. (TRACT 2)
N 88. 50' 57- E 56.04'
BARB WIRE FENCE
659.46
EXCEPTION
//
• INSTRUMENT
COMMITMENT #
NOTES
the SE1/4 of Section 13, T -1-N, R
3
BK.594, Page 324 & 325
96-909OF
AP&L, AKLA, and SWB
Commencing at the SW Corner of
said Section 18, thence
along the South line of said SW1/4 of
the SW1/4 of Section 18, N 880
0 N Prop. Line
for the POINT OF BEGINNING. Thence
4
BK.594, Page 325
96-909OF
AP&L, AKLA, and SWB
500 27' 21" W, 172.85
feet to the Easterly Right of Way line
of University Avenue (U.S, Hwy. 67-70); thence along said
Right of Way line N 08° 33' 08" E,
0 N,E & S Prop. Lines
E, 310.51 feet; thence
5
BK.682, Page 31
96-909OF
San. Sewer Easement in
East Line of Requa Tract S 010 38'
03" W, 299.84 feet to
the South line of said SWI/4 of Section 18;
thence S 88° 50' 57" W, 659.46
South 1/2 of Property
BGINNING, containing 7.387 Acres (321,791 sq.ft.)
6
BK.708, Page 571
96-909OF
Ingress & Egress along
a
w
part of North Property Line
7
Bk.1086, Page 597
96-909OF
5' Strip Along Part of the
North Property Line
25' Sewer ® NE Cor. of
Property
8
Instr. #91-08428
96-909OF
AP&L Easement in South
� 1r
r♦^
1/2 of Property
9
List Encroachments of chain link fence on North & East side of Properety,
W
Washed Concrete and Gravel parking lot, and a 2 Story Brick Building in the
SW part of subject property, gasline and an Underground Vault.
10
BK,584, Page 235
96-909OF
Warranty Deed includes
50' AP&L Easement
11
Instr. 194-86632
96-909OF
Bill of Assurance (Tract II)
12
Plat E-216
96-909OF
Easements Plat (Tract II)
3
Bk.599, Page639
96-909OF
Utility Easement (Tract ll)
V
14
Bk.1011, Page 153
96-909OF
AP&L,SWB Easement & ROW
0 O •-
O
15
Instr. #96-9203
96-909OF
Parking Easement Agreement
16
Instr. #96-32069
96-909OF
Security & Guaranty Agreement
17
Instr. #96-32070 &
96-909OF
Termination of Financial
Instr. #96-32071
Statement
NOTE: Special Exceptions 11 thru 17 are not graphically shown.
OHE
OHEE
OHE
L IPF- I*PIPE
VICINITY MAP
TRACT 2 DESCRIPTION
& EGRESS
EASEMENT
A part of the SW1/4 of the SW1/4 of Section 18, T -1-N,
R -12-W, and a part of the SE1/4 of
the SE1/4 of Section 13, T -1-N, R
-13-W, City of Little Rock, Pulaski County, Arkansas,
being more particularly described
as follows:
01' 38' 03"
Commencing at the SW Corner of
said Section 18, thence
along the South line of said SW1/4 of
the SW1/4 of Section 18, N 880
50' 57" E, 56.04 feet
for the POINT OF BEGINNING. Thence
along a curve to the left having a
radius of 375.00 feet and
a arc distance of 174.42 feet with a
chord bearing and distance of N
500 27' 21" W, 172.85
feet to the Easterly Right of Way line
of University Avenue (U.S, Hwy. 67-70); thence along said
Right of Way line N 08° 33' 08" E,
294.13 feet; thence S 810 21'361"
E, 310.51 feet; thence
N 080 42' 47" W, 240.80 feet to a set
1/2" rebar; thence S 530 27' 06"
E, 515.13 feet to the
East Line o Reque Tract; thence along the
East Line of Requa Tract S 010 38'
03" W, 299.84 feet to
the South line of said SWI/4 of Section 18;
thence S 88° 50' 57" W, 659.46
feet to the POINT OF
BGINNING, containing 7.387 Acres (321,791 sq.ft.)
more or less.
50' EASEMENT
Commencing at the SW Corner of said Section 18, thence along the South line
of said SW1/4 of the SW1/4 of Section 18, N 880 50' 57" E. 56.04 feet thence
along a curve to the left having a radius of 375.00 feet and a arc distance of
174.42 feet with a chord bearing and distance of N 500 27' 21" W, 172.85
feet to the Easterly Right of Way line of University Avenue (U.S. Hwy 67-70);
thence along said Right of Way line N 08° 33' 08" E, 594.53 feet for the
POINT OF BEGINNING. Thence continue along said Right of Way line 50,00 feet;
thence S 81' 25' 21" E 200.16 feet; thence S 08' 33' 08" W 50.00 feet;
thence N 81' 25' 21" W 200.16 feet to the POINT OF BEGINNING. Containing
0.231 acres (10008 Scilt.) more or less.
Above Easement is written from record information. 50' EASEMENT as shown on
White Darters survey Instrument #94-56632, Dated April 8, 1994.
15' INGRESS
& EGRESS
EASEMENT
1998
Commencing
at the SW
Corner of Section 18, T -1-N, R -12-W; thence N 88' 50' 57" E,
715.50 feet:
thence N
01' 38' 03"
E, 299.84 feet to the POINT OF BEGINNING: thence
N 01' 38' 03" E, 18.29'
feet; thence
N 53' 27' 03" W, 638.35 feet; thence S 08' 33' 08" W,
16.98 feet;
thence S 53' 27' 03" E,
640.86' to the POINT OF BEGINNING.
Above Easement was taken from record information only as found in Record Book 708 -Page 571
CERTIFICATE
The undersigned, a registered land surveyor hereby certifies that (A) This
survey and the property description set forth hereon are true and correct and
prepared from an actual on -the -ground survey of the real property shown
hereon; (B) Such survey was conducted by the surveyor, or under his
supervision; (C) All monuments shown hereon actually exist and the location,
size and type of material thereof are correctly shown; (D) That the property
description and plat shown hereon is a part of and wholly contained within the
property shown on and described in that certain survey prepared by me on
23 , 1928 and that there are no overlaps of or gaps from the common
boundoles as shown and' described thereon; (E) Except as shown hereon,
there are no encroachments on to the property or protrusions therefrom, there
are no improvements on the property, there are no visible easements or rights of
way on the property, and, there are no discrepancies, conflicts, shortages,in area
or boundary line conflict; (F) The size, location and type of improvements are as
shown hereon and all are located within the boundaries of the property and set
back from the property lines the distances indicated; (G) The distance from the
nearest intersecting street or road is as shown; (H) The property has access to
and from a public roadway; (1) All recorded easements have been correctly
platted thereon; (J) The boundaries, dimensions, and other details shown
hereon are true and correct.
NOTE: The Title Work on the Property shown hereon was done by Beach Abstract and
Guaranty Company. I and/or Development Consultants, Inc. accepts no liability for their
Title Work. Record Information shown hereon was provided by Beach Abstract and Guaranty
Company. Any other matters of Record such as Rights of Way, Easements or any other
Record Information was not a part of the information provided to prepare this Survey.
For the use and benefit of McDonalds Corporation, Beach Abstract & Guaranty
Company. Chicago Title Insurance Company.
Lee D. Kendrick Date
Arkansas Registered Profesional
Land Surveyor
Above ground utilities were located by visible observation only and shown
hereon as located by DCI field crew. Buried utilities are as shown per location
provided by Arkonsas One Call and are shown hereon by visible observation
only. All utility locations shown hereon are approximate. No excavation has
taken place as of this date to determine the exact location of existing
underground utilities shown on this survey.
NOTE: Property is in the Designated 100 Year & 500 Year
Flood Zones AE & X, According to the Notional Flood
Insurance Program Flood Insurance Rate Map for the
City of Little Rock, Pulaski County, Arkansas.
On Community -Panel Number 050181 0011 E, Map
revised November 3. 1993
Basis of Bearings as per Pagis as established by Monuments
2034 and Azimuth Mark Centerline of Radio Antenna.
NOTE:
ZONING LIMITS SHOWN HEREON ARE APPROXIMATE AND WERE
SCALED FROM A CITY OF LITTTLE ROCK ZONING NAP.
\111111111/llr�
G ST ER�o'/
•TA OF •.
AN27 •.�_
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50 0 50 100
GRAPHIC SCALE 1 = 50
500 -01N -12W-0-18-330-60-1274
DEVELOPMENT
CONSULTANTS
INCORPORATED
10809 EXECUTIVE CENTER DRIVE
SUITE 210
LITTLE ROCK, ARKANSAS 72211
I
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
Q
COPYRIGHT
W
1998
SCALE
a
1" = 50"
M
ii
DRAWN BY
TAS
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OCHECKED
BY:
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APPROVED BY
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LDK
V
DATE
1/23/98
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PROJECT
NO.
97-180
SHEET NO.