HomeMy WebLinkAboutZ-5321-A Map 2ML
T
z
z
SCHACKLEFORD ASSOC LIMITED
PARCEL #44L-136-34-001-00
� N I
5/8" REBAR W/ p
v_
CAP PS 11004
� 1b
_g,
r_1
S 87046'54" E
113.12' (1114')
!/3" REBAR WI 5/8" REBAR N
(AP PS 11004 \
s
z�
Ps7.
s 9
dF'
CENTERLINE OF
10' WIDE GRAVEL RD.
5-5-5-5--5-
s-5-s--s
5/8" REBAR W/
KAHN BESS H/BILL WEBSTER
" PARCEL #44L-136-00-018-20
1/2" REBAR
EDGE OF CREEK N
N 893151 E 729.68 (731.00
TRACT 2 N
0.409 ACt _
v!
_ S 8932'30" W 677.76' (677.73') 5/8" REBAR w/ m
CAP PS 11004
x 4' ,t '-;i,;4r t < .e' P' , , ; .s-_ .E., d �'�ar ., -'[" ...:. , r.., .rig.,. .. a.?2 ✓r?k .Y i"tl�t:", o `� ,nr`�^` .. .;^ , s .. .5.<? ° �-;+ >. , r ,�.,:_ •JJr% -*
...„A... CAP PS 1004
"EXISTING:
`yS 1
' 'ISTiNG MirTAL�BIIILDINO< � F,r• � � ��.
EXISTING.METAL�
r E \ ,r't 's: u, ° ¢'. ` �' wt : v,
-: 415 S `.SFIICKLEFOR6 RD
Yr f, ^� "CONCRETE =�..
w' 4205.5 SHACkLEFORD'R) 7< # ;_% 'h �,;u i..... `\
f� ( _ + f` xrnrz£F`'y y G ,6 {y t' ,2t r4 FT.•r 4
W
u 36,250 5Q FT _ 4, a f r
zz
IC - 69'03'44" (69"ON44")
CB = S 28`55'09" E
4 R = 240.00' (240.00')
f
V
s \ . p L = 289.29' (289.29')
m SFO, CL = 272.09' (272.09')
PARCEL #44L-136-00-018-22
BOWLES, JOHN M & BILLIE MAXINE
%s d�tY't
\`P "ry 18" CMP
e �NOTE. THE FLOOD ZONE FUNDARY SHOWN HEREON IS BASED ON GRAPHIC PLO'ING ONLY OF FLOOD INSURANCE
RATE MAP N0, 0501810010, THE LIMITS OF SAID FLOOD ZONES
ARE SHOWN HEREON. THEY ARE SHOWN IN APPROXIMATE LOCATIONS
m\ ONLY AS TRANSPOSED FROM SAID F.I.R.M, AND WERE NOT LOCATED
TRACT 1 s BY FIELD SURVEY METHODS ,�' :\ T200' , t,
z �
NOTE, 1/16 ('40" LINE)
12.001 ACf I `tom
FOR ASSESSOR'S USE ONLY s
N 8926'1--------------------
7" E 147.62' (147.62)-s-sss S -s
`I N 1435'32' W s s
\
30.92' 30.92'
N 8926 /
T 144.95' (144.95')
1 POE -30' EAS4#EN ~ \
5/8" REBAR-► \ z, \ \
5 B BAR COOPER REALTY INVESTMENTS INC
>r
�=
PAINT STRIPE PARCEL #44_-136-00-018-21
ENTRY o (TYPICAL)LIJ5vyt s t'
SIGN N
v in ,v F- U
L6
0. N N
CIS J d- .L(f:04 A'
`4nm
COVERED DOCI J hin
Y..
.
...._. ...... . ,.. _:. ....ev�....iir.� .... .... _ , ._. .< . .,....,.. ..,.. >. RAMP
: #.. ... . ,..:., _,. >• ._ .... ..._ ..,, : . .�,,., �.r<,. .__> .:..,:-„ ,.. � ,.ray.,' ...
N- Nt.G-.,,>_J.._.....l,,. ...._...;.'.:.,.. _. .F.+.� .S7-.v..i . `s't��'..#rf_.,....a,i�... ._\.._.s.._ :..._ , ....:. .<.,r_r..-_._.__..,_.,_.. ;. ..,,.v.., . r... ,*,,.. ,„�2,., .. .r. ..,. , �_r, .ar-.te..,__. ,<�.._..t..,,r,.',........._.._•.._-,...o-:c...__ ` -s � . v }.. ,+_ �. -t,_� r . r . .na., ... x. " .. -.,,...<�. . .. .. ,.n.,. _. ......,..,.':,._,:.>.- _...,. . ,. - rY _> .0,.a,.....,,�.4..7,. 7 E, 2_... D. ., :i.' ...._ ,4. -:.S2n..4»�.5,.S1 D,H3. _A_.. _. rza
.o.c_. -..a.<...,,..� ,.,S,...x,,'.,, '�..ai AFL. .v` <�r [ fYY� ...,,.'�rs_Y..a.jA.�.e:?,,.... .34. „,. n.,� ->,?. V. ':+€..;. .:....,,,.....,. _,..4'.ai. ..s .�)4...� ,.,r ..,..a.Was.�.: , :., .s.. �k..,•:.'.Er.....`.. . .o:Xu.. 4 e I S.F,_' T . I.,..'v;:._ .. . .: .h.. , ;..1 D.+.c,..� .+� :3.:..-«.n ., ,',- :...-._ , ..l.'lurfi�..r1C+... .a,z .w--,..r.a..- ,?,.=£,....\.".rws,:. Y�.z .,.iG, . .2.'�.+,:':e _a�.�.:l�_x..x-,,,. ..� e a,. " A
�a,t.::M1.'LY,•'..'�.
,
a
. , ....<:.
'
N4_
p CO RETE WA
LL METABtIL.iNG
,k� ll�4G
KLEFO D � S.SHACK 0
.,, .,.Ef1�
„911-34,019
Q _
a 3�
a^�`
3
�ow1
�.
idiMif
2.
,
,
UNDE `<
..,.lr
...,. s'. .vte. . h ......-h... _... ,. r n. .... .... .. ..... .;..,,., w ....m- `F'.p
^yu_
1 „ x.
SIGN M py�p _ } ., a. .--. >_ n ., a .. ,. _\
.. , n ... _ . >,Tmr` £.. e% 3 ... .. u.
'a. .n f- p.. .5 ,,... . „$ s_ n, is ..
.F-- _,. ,. ,. �... ._ 2 �r. RAM
RAM _ s r ._ .r, t .., x4 4 .
RAM r . � � . , _ 5 � �, , � TRa
� �` , . , _ � . � . POB CT 1
J ., ..a 4 v i �. � ,r2 \ � r ♦ -u r N Y... w'. '1 . m : '..v
T
5/8" REBAR W/
CAP PS 11004
I EDGE OF
PAVEMENT
v
5/8 REBAR
i/2" REBAR BEARS
SWI/4 SEC. 15, TIN, R13W
NW1/4 SEC. 22, TIN, R13W
- BOW'LES, JOHN M -
PARCEL #44L-144-00-066-00
SURVEYOR'S NOTES:
1. THIS SURVEY REPRESENTS A RETRACEMENT SURVEY OF THAT CERTAIN SURVEY BY SUMMERLIN ASSOCIATES, INC. (WILLIAM
NAPIER, PS #1004), DATED AUGUST 25, 1998.
2. BASIS OF BEARINGS IS THE SOUTH LINE OF THE SUBJECT PROPERTY BEING NORTH 89.42'00" WEST AS SHOWN ON
AFOREMENTIONED SURVEY BY WILLIAM NAPIER, PS #1004 (SEE NOTE #1).
3. FIELD SURVEY WAS COMPLETED DURING MARCH, 2007.
4. A PORTION OF THIS PROPERTY LIES IN ZONE AE, AREA OF A SPECIAL FLOOD HAZARD AREA AS DESIGNATED ON FLOOD
INSURANCE RATE MAP NO. 0501810010E FOR THE CITY OF LITTLE ROCK, ARKANSAS, PULASKI COUNTY WITH A MAP
REVISED DATE OF NOVEMBER 3, 1993.
5. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES. FIELD VERIFY
UNDERGROUND UTILITIES PRIOR TO ANY CONSTRUCTION,
6. THE PROPERTY SURVEYED AND SHOWN HEREON IS THE SAME PROPERY AS DESCRIBED IN TITLE COMMITMENT NO.
20073007, WITH AN ISSUE DATE OF JUNE 18, 2007, AT 4:00 PM, PREPARED BY BEACH ABSTRACT & GUARANTY
COMPANY.
BY I DATE I REVISIONS
�F
- CROY BLANCHE B
PARCEL #44L-144-00-044-00
LEGEND
E
IL
COMPUTED CORNER
•
SET PK NAIL W/ CAP PS #1120
0
FOUND MONUMENT AS NOTED
SANITARY SEWER MANHOLE
0
CLEANOUT
'01
POWER POLE
n
LIGHT POLE
E-
GUY WIRE
I]
ELECTRIC METER
-6-
FIRE HYDRANT
�Q
WATER VALVE
GAS METER
(]
TELEPHONE PEDESTAL
®
WATER METER
SIGN
oHE
OVERHEAD ELECTRIC LINE
01
OVERHEAD TELEPHONE LINE
-S-S-
UNDERGROUND SEWER LINE
-WW-
UNDERGROUND WATER LINE
uGG
UNDERGROUND GAS LINE
-G-G-
ABOVEGROUND GAS LINE
-"- -
FENCE LINE
CENTERLINE OF ROADWAY
(466.52')
RECORD DEED CALL
-♦
TRAFFIC DIRECTION
302
BASE FLOOD ELEVATION LINE
ASPHALT PAVING
50 40 30 20 10 0 25 50 100
SCALE IN FEET
W 1067.63' (1067.
I PIPE (PINCHED)
1
CBR PROPERTIES LLC A BODY PARTS UNITED INC
PARCEL #44-144-00-045-00 PARCEL #44L-144-00-052-00
SURVEYOR'S CERTIFICATION:
THE UNDERSIGNED, BEING A REGISTERED SURVEYOR OF THE STATE OF ARKANSAS CERTIFIES TO SCC PROPERTIES, LLC, CDFP CM -SCC
INVESTMENT, LLC, CENTENNIAL BANK, BEACH ABSTRACT & GUARANTY COMPANY, AND CHICAGO TITLE INSURANCE COMPANY, AS FOLLOWS:
(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, OP 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 JUNE 20, 2007 AND THAT THERE ARE NO
OVERLAPS OF OR GAPS FROM THE COMMON BOUNDARIES AS SHOWN AND DESCRIBED THEREON; (E) EXCEPT AS SHOWN HEREON, THERE ARE
NO ENCROACHMENTS ONTO 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 IYPE OF IMRPOVEMENTS 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
NEAREAST 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 T:IEREON, BASED ON TITLE COMMITMENT NO. 20073007, EFFECTIVE DATE 5/14/07,
PREPARED BY BEACH ABSTRACT & GUARANTY COMPANY; (•.1) THE BOUNDARIES, DIMENSIONS, AND OTHER DETAILS SHOWN HEREON ARE
TRUE AND CORRECT.
�----
_ �✓ 20-0'1
JAMES W. MOWrGg$RY, PLS #1120 DATE
NOTE:
SCALE SHOWN ON THIS
DRAWING IS FOR
24" x 36" PLOTS.
OF A00
�TyO
�4• B&F N:
F.: ENGINEERING INC. y
0' Na 110
KANS
ISTE$�,��i�'',i Design
> STATE OF Drawn
ARKANSAS
N0. 1120 Checked
s
,, t
• s SI ATURE 3-Q: AS Built
p '+ash -2o -o1 Plan
� a •
Survey
.........
S�`� Fld.Bk.NI
BY I DATE
MmIIj
N 7711'52" E, 4.70'
TICE COMMERCIAL PROPERTIES LP
PARCEL #44L-144-00-051-00
CITY OF I,I..I E ROCK
PARCEL #44L-136-00-018-01
VICINITY MAP
N.T.S.
YJi,:f VI uliFftll "LI`NII
L
SE CORNER OF SEI/4, SWI/4, SEC. 15, TIN, R13W
ACCEPTED COMPUTEDN
COR ER POSITION BASED ON PLAT
OF SURVEY BY WILLIAM NAPIER, PS 11004 (SEE NOTE #I)
SW1/4 SEC. 15, TIN, R13W
S 89°50'53" W 466.52' (466.52') NWi/4 SEC. 22, TIN, R13W
LEGAL DESCRIPTION -TRACT 1
A TRACT OF LAND LYING IN THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 AND IN THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 ALL IN SECTION 15, TOWNSHIP 1
NORTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAIi) SOUTHEAST 1/4 OF THE SOUTHWEST 1/4; THENCE SOUTH 89°50'53" WEST, ALONG THE SOUTH LINE OF SAID
SOUTHWEST 1/4, 466.52 FEET TO THE POINT OF 3EGINNING; THENCE CONTINUE SOUTH 89°50'53" WEST, ALONG SAID SOUTH LINE, 1067.63 FEET TO THE
EASTERLY RIGHT-OF-WAY LINE OF SOUTH SHACKI.EFORD ROAD; THENCE NORTH 0537'56" WEST, ALONG SAID RIGHT-OF-WAY, 254.92 FEET; THENCE LEAVING
SAID RIGHT-OF-WAY, NORTH 89"26'17" EAST, 132.80 FEET; THENCE NORTH 13°26'34" WEST, 272.83 FEET; THENCE NORTH 89752'33" EAST, 740.51 FEET; THENCE
SOUTH 87046'54" EAST, 18.12 FEET; THENCE SCU ii 65'01'34" EAST, 166.36 FEET; THENCE SOUTHEASTERLY, ALONG A CURVE TO THE RIGHT HAVING A RADIUS
OF 240.00 FEET, A CENTRAL ANGLE OF 69°03'44", AN ARC LENGTH OF 289.29 FEET, AND A CHORD WHICH BEARS SOUTH 28.5509" EAST, 272.09 FEET; THENCE
SOUTH 04449'13" WEST, 210.77 FEET TO THE POIItT OF BEGINNING, CONTAINING 12.001 ACRES, MORE OR LESS, AS SURVEYED BY 83F ENGINEERING INC. (JAMES
W. MONTGOMERY, PS #1120).
LEGAL DESCRIPTION -TRACT 2
A TRACT OF LAND LUNG IN THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4, SECTION 15, TOWNSHIP 1 NORTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS;
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID SOUTHEAST 1/4 OF THE SOUTHWEST 1/4; THENCE SOUTH 89°50'53" WEST, ALONG THE SOUTH LINE OF SAID
SOUTHWEST 1/4, 466.52 FEET; THENCE LEAVING SAID SOUTH LINE, NORTH 04°49'13 EAST, 210.77 FEET; THENCE NORTHWESTERLY, ALONG A CURVE TO THE LEFT,
HAVING A RADIUS OF 240.00 FEET, A CENTRAL AIGLE OF '69.03'44", AN ARC LENGTH OF 289.29 FEET AND A CHORD WHICH BEARS NORTH 28°55'09" WEST,
272.09 FEET; THENCE NORTH 65°01'34" WEST, 107.58 FEET TO THE POINT OF BEGINNING; THENCE NORTH 65°01'34" WEST, 58.78 FEET; THENCE NORTH 8931'51"
EAST, 729.68 FEET; THENCE SOUTH 03'05'15" EA:3T, 25.41 FEET; THENCE SOUTH 89.32'30" WEST, 677.76 FEET; TO THE POINT OF BEGINNING, CONTAINING 0.409
ACRES, MORE OR LESS, AS SURVEYED BY B&F E GINEERING INC. (JAMES W. MONTGOMERY, PS #1120).
TOGETHER WITH A NON-EXCLUSIVE EASEMENT DE`.,CRIBED AS: A 30 -FOOT WIDE UNRESTRICTED ACCESS AND UTILITY EASEMENT LOCATED IN THE SOUTH 1/2 OF
THE SOUTHWEST 1/4, SECTION 15, TOWNSHIP 1 NORTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID SOUTHEAST 1/4 OF THE SOUTHWEST 1/4; THENCE SOUTH 89'50'53" WEST ALONG THE SOUTH LINE OF SAID
SOUTHWEST 1/4, 1534.15 FEET TO THE EASTERLY RIGHT-OF-WAY LINE OF SOUTH SHACKLEFORD ROAD; THENCE NORTH 05.37'56" WEST, ALONG SAID
RIGHT-OF-WAY, 254.92 FEET TO THE POINT OF HGINNING; THENCE CONTINUE, NORTH 1976'56" WEST, ALONG SAID RIGHT-OF-WAY 31.68 FEET; THENCE LEAVING
SAID RIGHT-OF-WAY, NORTH 8926'17" EAST, 147.62 FEET; THENCE SOUTH 1415'32" EAST, 30.92 FEET; THENCE SOUTH 89'26'17" WEST, 144.95 FEET TO THE
POINT OF BEGINNING, CONTAINING 0.101 ACRES, MORE OR LESS, AS SURVEYED BY B&F ENGINEERING INC. (JAMES W. MONTGOMERY, PS #1120).
STATE LAND SURVEYOR'S FILING CODE: 500 -01N -13W-0-15-300-60-1120
B&F ENGINEERING, INC. 926 AIRPORT ROAD, HOT SPRINGS, ARKANSAS 71913
(501) 767-2366 1
WEK 3/07
COOP
2004 GARLAND COUNTY
LAND TITLE SURVEY/Li. �0 y fv�d 1
SHACKLEF'ORD CORPORATE CENTER 2�3�(� / DRAWING NUMBER
JOB NO: 7-3021-2801
ER REALTY INVESTMENTS INC. CAD NO: 00150 6/20/07
ARKANSAS DATE: JUNE, 2007