HomeMy WebLinkAboutZ-4043-D Map 1EDGE OF ASPHALT
N OB' 33'- O8" E
50.00' .
POD
TRAFFIC SIGNAL 50' EASEMENT
POLE
FOUND
EAkE RR SPIKE
CONCRETE ISLAND
sloar Emt f
LIZ
EDGE OF ASPHALT
CHORD=
N50'27'210W
172.85'
SAWYMfY SEVER
14VOI E
E ,E•2K7
ElEV. Ta' - 25:
1
E
sIII� S P+1' 25' 21" E 200.16'
50' EASEMENT as shown on White Daters survey
EXCEPTION y3 & Na Instrument #94-56632, Dated Apri 8,1994.
ARL,ARKLA,'� WB -ROW EASMNT.
BK394�Ea 23 ASPHALT 5 OSRD 33' 08" W
8K.594-PG�25�'- PARKING A EA 50,00'
NWAL6t 81' 25' 21" W 200.16'
CEPTION y6
9 4 ENT AGREEMENT
15TH S & EGRESS EASEMENT
BK.708-PG.571
Q. SOB' 33' " W
:L .. OB
16
16.98'
-- mrurE
��� f[N1N Cq sTu,
Los'
./4 REBAR
G 6 nriwv .65'
-..yRAyEL 6' 8 D FENCE
_ ... MANN= SEVER
E� 2P�? 355 C 6' CHAINLINK
6• T@ �;j"„�j'IjTH M TAL PLATE "1l� 1>
b SET
yr
C
B. (TRACT 1)
FOUND VAULT FOR
3/4' REBAR N 81'21 . UNDERGROUND STORM
36 V WATER DRAINAGE STSTE
31Q,51A GRASSY
\ \ • AREA
O6'P.
A= 26' 38' 560-/ SW COR.
T= 88.82' SEC. 18
R= 375.00' T -1N, R -12W
L= 174.42'
•
FOUND 3/4' REBAR
O
SET 1/2' REBAR
a
FOUND RAILROAD
o
SPIKE
I �
FIRE HYDRANT
o
z
�
WATER VALVE
Qo
s .
m
SANITARY SEWER
MANHOLE
0
TREE
I
GRAVEL-
UTILITY POLE
nR V
GUYWIRE
.
Q I
SAWYMfY SEVER
14VOI E
E ,E•2K7
ElEV. Ta' - 25:
1
E
sIII� S P+1' 25' 21" E 200.16'
50' EASEMENT as shown on White Daters survey
EXCEPTION y3 & Na Instrument #94-56632, Dated Apri 8,1994.
ARL,ARKLA,'� WB -ROW EASMNT.
BK394�Ea 23 ASPHALT 5 OSRD 33' 08" W
8K.594-PG�25�'- PARKING A EA 50,00'
NWAL6t 81' 25' 21" W 200.16'
CEPTION y6
9 4 ENT AGREEMENT
15TH S & EGRESS EASEMENT
BK.708-PG.571
Q. SOB' 33' " W
:L .. OB
16
16.98'
-- mrurE
��� f[N1N Cq sTu,
Los'
./4 REBAR
G 6 nriwv .65'
-..yRAyEL 6' 8 D FENCE
_ ... MANN= SEVER
E� 2P�? 355 C 6' CHAINLINK
6• T@ �;j"„�j'IjTH M TAL PLATE "1l� 1>
b SET
yr
C
B. (TRACT 1)
FOUND VAULT FOR
3/4' REBAR N 81'21 . UNDERGROUND STORM
36 V WATER DRAINAGE STSTE
31Q,51A GRASSY
\ \ • AREA
O6'P.
A= 26' 38' 560-/ SW COR.
T= 88.82' SEC. 18
R= 375.00' T -1N, R -12W
L= 174.42'
•
FOUND 3/4' REBAR
O
SET 1/2' REBAR
O
FOUND RAILROAD
3
SPIKE
96-909OF
FIRE HYDRANT
o
WATER METER
a
WATER VALVE
Qo
MANHOLE
m
SANITARY SEWER
MANHOLE
0
TREE
0
UTILITY POLE
4
GUYWIRE
-3"-wA-
EXISTING UTILITY UNE
5
WA - WATER
96-909OF
GA - GAS
LW - KNED
w
m
TELEPHONE
South 1/2 of Property
SS - SANT. SEWER
AppRa��
MgTF
700
EXCEPT N 05
CTRUNE- ROW MNT.
` BK.682-PG.
10 EXCEPr10N .1 & 14
O
A9 EASMNT. A (.594- LASWB-ROW EASMNr.
35 SK.594-PG.323
' 81(.594-PG.325
W8 WIRE FENCE
S 88' 50' 57' W
-P.O.B. (TRACT 2)
N 88' 50' 57' E 56.04'
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 having a Radius of
375.00 feet, an Arc Distance of 174.42 feet and a Chord Bearing.and
Distance of N 53642'24" 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 08033'22" E. 300.80 feet to a found railroad spike; thence
S 81001'46" 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 08942'47" 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.
c
i
EXCEPTION j'7
5' STRIP S'
BK.1086-PG.597
."6' CHAIN LINK FENCE Cy \
0
VN
EXCEPTION #3 & /4
AP&L,ARKLA.SWB-ROW EASMNT. J
SK.594-PG.323
8K.594-PG.325
659.46
EXCEPTION
EXCEPTION /e
•INSTRUMENT #
COMMITMENT #
AP&L EASMNT.
R
C
3
/91 08428
96-909OF
AP&L, AKLA, and SWB
W
0
0 N Prop. Line
4
SK.594, Page 325
96-909OF
AP&L, AKLA, and SWB
o
\
® N,E & S Prop. Lines
5
\ Cie
96-909OF
I
659.46
EXCEPTION
#
•INSTRUMENT #
COMMITMENT #
NOTES
R
C
3
BK.594, Page 324 & 325
96-909OF
AP&L, AKLA, and SWB
Z
O
0
0 N Prop. Line
4
SK.594, Page 325
96-909OF
AP&L, AKLA, and SWB
® N,E & S Prop. Lines
5
BK.682, Page 31
96-909OF
Son. Sewer Easement in
Q
w
m
South 1/2 of Property
6
BK.708, Page 571
96-909OF
Ingress & Egress along
part of North Property Line
7
Bk.1086, Page 597
96-909OF
5' Strip Along Part of the
North Property tine
25' Sewer 0 NE Cor. of
,,M
Property
8
Instr. #91-08428
96-909OF
AP&L Easement in South
V i
1/2 of Property
to rn
9
List Encroachments of chain link fence on North & East side of Properety,
Washed Concrete and Gravel parking lot, and a 2 Story Brick Building in the
SW part of subject property, gosline and an Underground Vault.
10
BK.584, Page 235
96-909OF
Warranty Deed includes
sC
50' AP&L Easement
11
Instr. #94-86632
96-909OF
Bill of Assurance (Tract II)
♦ ♦
12
Plat E-216
96-909OF
Easements Plat (Tract ll)
0 O.-
3
Bk.599, Page639
96-909OF
Utility Easement (Tract II)
14
Bk.1011, Page 153
96-909OF
AP&L.SWB Easement & ROW
15
Instr. #96-9203
96-909OF
Parking Easement Agreement
5
16
Instr. #96-32069
96-909OF
Security & Guaranty Agreement
17
Instr. #96-32070 &
96-409OF
Termination of Financial
Instr. #96-32071
Statement
NOTE: Special Exceptions 11 thru 17 are not graphically shown.
EXCEPTION 06
EASEMENT AGREEMENT
WINGRESS & EGRESS EASEMENT
BK.708-PG.571
L
IsEXCEPTION j/7
R -PT OF
EXCEPTION #7
5' STRIP ,
BK.1086-PG.597
APPROXIMATE LOCATION
OF "OS" ZONING LINE
I` C uM( ra10E CORNER
Fd 1.1' Nd011 k 1.1' WEST
OF 2' PANAiED PPE
ExaE m 0
6'. CHAIN LINK FEN(
00
a,
rn
04
OHE
OHE
OHE -
L Fd.2'PINCHED PIPE
VICINITY MAP
TRACT 2 DESCRIPTION
A part of the SW1/4 of the SWI/4 of Section 18, T -1-N, R -12-W, and a part of the SE1/4 of
the SEI/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 SW Corner of said Section 18, thence along the South line of said SW1/4 of
the-SWI/'4 of Section 18, N 88° 50' 57" E, 56.04 feet for the POINT OF BEGINNING. Thence
along a curve to the lett having a radius of 375.00 feet and a arc distance of 174.42• feet with a
chord bearing ,and distance of N 50. 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 81° 21'361" E, 310.51 feet; thence N 08° 42' 47" W, 240.80 feet to a set
1/2" rebar; thence S 53° 27' 06" E, 515.13 feet to the East Line o Reque Tract; thence along the
East Line of Requa Tract S 016 38' 03" W. 299.84 feet to the South line of said SWI/4 of Section 18;
thence S 880 50' 57" W, 659.46 feet to the POINT OF BGINNING, containing 7.387 Acres (321,791 sgJL)
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 88° 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 50° 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 Pp SIT OF BEGINNING. Containing
0.231 acres (10008 Sq.Ft.) more or less -
Above Easement is written from record information. 50' EASEMENT as shown on
White Daters survey Instrument #94-56632, Dated April 8, 1994.
15' INGRESS & EGRESS EASEMENT
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
boundarvies 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 McDon olds Corporation, Beach Abstract & Guaranty
Company, Chicago Title Insurance Company.
23 X98
Lee D. Kendrick
Arkansas Registered Profesional Date
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 Arkansas 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 Yeor & 500 Year
Flood Zones AE & X, According to the National 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.
' \\�ULInIu11rI�I
F
NOTE: •......•,
`,. �
ZONING LIMITS SHOWN HEREON ARE APPROXIMATE AND WERE JAAN OF ;
SCALED FROM A CITY OF LIT17LE ROCK ZON'NG MAP. 127 ;
KE11111101111 %W\\\
N •� �J�
50 0 50 100
GRAPHIC SCALE 1 = 50
500 -01N -12W-0-18-3330-60-12/774
d--- -- o
DEVELOPMENT
CONSULTANTS
INCORPORATED
10809 EXECUTIVE CENTER DRIVE
SUITE 210
LITTLE ROCK. ARKANSAS 72211
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
1998
SCALE -
1" = 50'
DRAWN BY :'
TAS
CHECKED BY
LDK
APPROVED'BY
LDK
DATE
1/23/98
R
C
CC
Z
O
0
EXCEPTION #3 & #4
AP&L.ARKLA,SWB-ROW EASNNT.
8K.594-Pq.323-325
OHE
OHE
OHE -
L Fd.2'PINCHED PIPE
VICINITY MAP
TRACT 2 DESCRIPTION
A part of the SW1/4 of the SWI/4 of Section 18, T -1-N, R -12-W, and a part of the SE1/4 of
the SEI/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 SW Corner of said Section 18, thence along the South line of said SW1/4 of
the-SWI/'4 of Section 18, N 88° 50' 57" E, 56.04 feet for the POINT OF BEGINNING. Thence
along a curve to the lett having a radius of 375.00 feet and a arc distance of 174.42• feet with a
chord bearing ,and distance of N 50. 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 81° 21'361" E, 310.51 feet; thence N 08° 42' 47" W, 240.80 feet to a set
1/2" rebar; thence S 53° 27' 06" E, 515.13 feet to the East Line o Reque Tract; thence along the
East Line of Requa Tract S 016 38' 03" W. 299.84 feet to the South line of said SWI/4 of Section 18;
thence S 880 50' 57" W, 659.46 feet to the POINT OF BGINNING, containing 7.387 Acres (321,791 sgJL)
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 88° 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 50° 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 Pp SIT OF BEGINNING. Containing
0.231 acres (10008 Sq.Ft.) more or less -
Above Easement is written from record information. 50' EASEMENT as shown on
White Daters survey Instrument #94-56632, Dated April 8, 1994.
15' INGRESS & EGRESS EASEMENT
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
boundarvies 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 McDon olds Corporation, Beach Abstract & Guaranty
Company, Chicago Title Insurance Company.
23 X98
Lee D. Kendrick
Arkansas Registered Profesional Date
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 Arkansas 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 Yeor & 500 Year
Flood Zones AE & X, According to the National 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.
' \\�ULInIu11rI�I
F
NOTE: •......•,
`,. �
ZONING LIMITS SHOWN HEREON ARE APPROXIMATE AND WERE JAAN OF ;
SCALED FROM A CITY OF LIT17LE ROCK ZON'NG MAP. 127 ;
KE11111101111 %W\\\
N •� �J�
50 0 50 100
GRAPHIC SCALE 1 = 50
500 -01N -12W-0-18-3330-60-12/774
d--- -- o
DEVELOPMENT
CONSULTANTS
INCORPORATED
10809 EXECUTIVE CENTER DRIVE
SUITE 210
LITTLE ROCK. ARKANSAS 72211
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
1998
SCALE -
1" = 50'
DRAWN BY :'
TAS
CHECKED BY
LDK
APPROVED'BY
LDK
DATE
1/23/98
97-180
Z
O
Q
w
m
J
�V
,,M
3W
V i
to rn
Z
O
sC
.- o
♦ ♦
0 O.-
5
3
W0.
d
ate, O
Z
O 41
0
+ .+
_O
F
a
J
QG
Q
a
a --
Ca
a
2
..
>-
Z
�z
0
LU
>NM
W
Y
Tr OC
O
�
ZZ
9- r
O
as
Q00-0)
W
Z
M
o
00.i
O
=
Z
00 rn
-
>
C
a
0 4)
W
�Y
0(00
Q
wI
O
CO
o o 4C
97-180