Z-5646-A Map 6N68°55'04"W
38.05' IN
S68006'41"E
38,82' (M)
S87050'22"W ---
68.94' IN
N88044'32"E
68.68' (M)
S66°08'11"W
26.97' (D)
N67010'13"E
26.74' (M) CANTRELL ROAD
FOUND 1/2 FOUND 1"-/
REBAR ALUM. CAP
FOUND IROP
HOLMES TW INC. PIN IN TREE
7
8' W000
PRIVACY
FENCE
KORATE & WOOD
CONSTR CTION INC. 8
PHASE 2
RIHARDSON, 9
T LMA J.
KORATI & WOOD
CONST UCTION INC. 10
MONTAG E COURT
CONSTRICTION INC. 11
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S87°50'22"W 246` C)
88°50'50"E 246. 7'
CHAIN
LINK
FENCE
JUNCTION BOX
W/ 18" F.E.S.-1
S84°57 4 0'(M)
N86 00,11"E 19
FOUND 5/8"
FOUND 1" REBAR
ALUM. CAP
TRACT A
COMMITMENT NO. 07-004825-1eO
N87°37'20"E 658.92' IN
S88038'50"W 657.16' (M)
TRACT B
COMMITMENT NO. 07-004625-180
PROPOSED J
RIGHT-OF-WAY
LINE
CHAIN-
LINK
FENCE
BARBED WIR
FENCE
BARBED WIRE( FOUND 1/2"
FENCE REBAR
X A --x
N88°24'36"W 219.05' (M)
S89°10'29 -W 210.00' (D)
PHASE 4
BOOK H.
PAGE 63
®
THE DSGN
MEHLBURGER DR
FIRM, PLLC
aeatn°e<. - a°,,.70,. CHK
201 South Izard 0 Little Rock, AR 72201 0 501/375-5331 APVD
SA2006PRO\206-162 LRSD\TAYLOR LOOP\SURVEY-BASE
FOUND 1/2"
REBAR
18
19
FOUND
REBAR
8' WOOD
PRIVACY
FENCE
S86°15'49"W
85.48' IN
N87°17'10"E
85.48' (M)
N00°39'59"W
7.64' (D)
S01°19'01"W
7.52''(M)
P.O.B.
FOUND PK NAIL
NE COR. NE1/4, NW1/4
SECTION 24,
I LS T -2-N, R -14-W
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INSTRUMENT NO. 97-02558Z�
II d
N89°00'50"W 208.67' ID)
1 1
N88°25'55"W 218.94' (M)
O
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13
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i o 208.67' (D)
O.
0,
218.91' (M)
(f)
105. Ml—* 113.88'(M
N
;-
103.67'(D) 103.67'(D)
ERNEST R. &
2TRACT B >NjTRACT C
COMMITMENT
rI
COMMITMENT
07-004831-180 Q; O) 07-004631-180
O
105,00' D — 113.
jFOUND 5/8"
0 105.051M) I-� g O 103.67'(D)
TRACT D 0;- ivTRAC
FOUND
1/2"
0) 07-004631-180
t0 0) (D 07-004931-180
sss°os'oa"w 445.17' IN
105 00'
LANE
REBAR
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5
W
FOUND 1"-
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15
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BOOK
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16
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FOUND
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PHASE 4
BOOK H.
PAGE 63
®
THE DSGN
MEHLBURGER DR
FIRM, PLLC
aeatn°e<. - a°,,.70,. CHK
201 South Izard 0 Little Rock, AR 72201 0 501/375-5331 APVD
SA2006PRO\206-162 LRSD\TAYLOR LOOP\SURVEY-BASE
FOUND 1/2"
REBAR
18
19
FOUND
REBAR
8' WOOD
PRIVACY
FENCE
S86°15'49"W
85.48' IN
N87°17'10"E
85.48' (M)
N00°39'59"W
7.64' (D)
S01°19'01"W
7.52''(M)
P.O.B.
FOUND PK NAIL
NE COR. NE1/4, NW1/4
SECTION 24,
I LS T -2-N, R -14-W
10)
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FOUND 1" 103.67'ID ��
1 105.08' MI 113. 6'IM
PINCH PIPE N88 ;,W 218.84'(M)
N89°00'50"W 2 (DI
ITEM NO.
O COMMITMENT NO. 07-004832-180
o CO
I� c0
N O
00 t�
SURVEYOR NOT
ION
N �
15' TEMPORARY EASEMENT
CNJ
INSTRUMENT NO. 97-02558Z�
II d
N89°00'50"W 208.67' ID)
1 1
N88°25'55"W 218.94' (M)
DOCUMENT AT TIME
'-0
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P
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`
> O COMMITMENT NO.
>0 -(PP 01-004631-ie0
0.
Q
i o 208.67' (D)
O.
0,
218.91' (M)
(f)
105. Ml—* 113.88'(M
N
;-
103.67'(D) 103.67'(D)
ERNEST R. &
2TRACT B >NjTRACT C
COMMITMENT
rI
COMMITMENT
07-004831-180 Q; O) 07-004631-180
ch
0�
105,00' D — 113.
jFOUND 5/8"
0 105.051M) I-� g O 103.67'(D)
TRACT D 0;- ivTRAC
COMMITMENT Z r7 MCOMMITMENT
---
0) 07-004631-180
t0 0) (D 07-004931-180
sss°os'oa"w 445.17' IN
105 00'
LANE
FOUND 1" 103.67'ID ��
1 105.08' MI 113. 6'IM
PINCH PIPE N88 ;,W 218.84'(M)
N89°00'50"W 2 (DI
NO. DATE
6/11/2007 3:52:51 PM, taylor
REVISION
BY IAPVD
IT
0
0
N
SCHEDULE B SPECIAL EXCEPTIONS
TITLE COMMITMENT NO. 07-004625-180 ISSUE DATE APRIL 27, 2007
BY LENDERS TITLE COMPANY AS AGENT FOR
LAWYERS TITLE INSURANCE CORPORATION
ITEM NO.
DESCRIPTION
RESULT
(e)
FLOY
0
SURVEYOR NOT
(d)
MA ANNE &
PROVIDED WITH
TE R
EXCEPTION
FOUND 1"
N m
DOCUMENT AT TIME
PINCH PIPE
� m
OF SURVEY
Rock and Ft. Smith Railway, as to that part of the
REFERENCES ENTIRE
(d)
O ° °7
OSED
(f)
N O 0 DUBOIS,
RIGHT-OF-WAY
BARBED WIRE(0
ERNEST R. &
FENCE _ LINE
BETTY I.
— — —
jFOUND 5/8"
OF SURVEY
/ REBAR 208.75'
N89009'56"W 437.30' (M)
---
-
sss°os'oa"w 445.17' IN
FOREST
LANE
NO. DATE
6/11/2007 3:52:51 PM, taylor
REVISION
BY IAPVD
IT
0
0
N
SCHEDULE B SPECIAL EXCEPTIONS
TITLE COMMITMENT NO. 07-004625-180 ISSUE DATE APRIL 27, 2007
BY LENDERS TITLE COMPANY AS AGENT FOR
LAWYERS TITLE INSURANCE CORPORATION
ITEM NO.
DESCRIPTION
RESULT
(e)
Reservation of a strip of land 100 feet wide to be
SURVEYOR NOT
(d)
used for a right-of-way or for other railroad
PROVIDED WITH
purposes as shown in Warranty Deed file for
EXCEPTION
record in Deed Book 79, page 533, records of
DOCUMENT AT TIME
Pulaski County, Arkansas, reserved by the Little
OF SURVEY
Rock and Ft. Smith Railway, as to that part of the
REFERENCES ENTIRE
(d)
subject property lying in the SEI/4 SW1/4 Section
PARCEL
(f)
13, Township 2 North, Range 14 West, Pulaski
MAY AFFECT
County, Arkansas. (Tract AI
SUBJECT PROPERTY
SCHEDULE B SPECIAL EXCEPTIONS
TITLE COMMITMENT NO. 07-004632-180 ISSUE DATE APRIL 25, 2007
BY LENDERS TITLE COMPANY AS AGENT FOR
LAWYERS TITLE INSURANCE CORPORATION
ITEM NO.
DESCRIPTION
RESULT
(d)
Agreement by and between Dorothy Bisbee and
APPEARS TO
Taylor Loop Road Water Pipe Line Improvement
AFFECT SUBJECT
District No. 102, executed August 3, 1965, filed for
PROPERTY.
record August 18, 1965 In Deed Book 929, Page
DOCUMENT
245, records of Pulaski County, Arkansas.
REFERENCES ENTIRE
(d)
Right of Way/Easement In favor of the City of
PARCEL
(f)
Right of Way/Easement in favor of the City of
MAY AFFECT
Little Rock, Arkansas, for the use and benefit of
SUBJECT PROPERTY
the Little Rock Sanitary Sewer Committee, and
SHOWN ON SURVEY
recorded as Instrument Number 97-025584, records
OF SURVEY
of Pulaski County, Arkansas.
SCHEDULE B SPECIAL EXCEPTIONS
TITLE COMMITMENT NO. 07-004631-180 ISSUE DATE MAY 11, 2007
BY LENDERS TITLE COMPANY AS AGENT FOR
LAWYERS TITLE INSURANCE CORPORATION
ITEM NO.
DESCRIPTION
RESULT
(c)
Right of Way/Easement in favor of the City of
SURVEYOR NOT
Little Rock for the use and benefit of Little Rock
PROVIDED WITH
Sanitary Sewer Committee, of record as Instrument
EXCEPTION
No. 96-81689, records of Pulaski County, Arkansas
DOCUMENT AT TIME
(as to Tract C).
OF SURVEY
(d)
Right of Way/Easement In favor of the City of
SURVEYOR NOT
Little Rock for the use and benefit of Little Rock
PROVIDED WITH
Sanitary Sewer Committee, of record as Instrument
EXCEPTION
No. 96-82842, records of Pulaski County, Arkansas
DOCUMENT AT TIME
las to Tract EI.
OF SURVEY
FOUND 1/2"
REBAR
FOUND "X" 0
IN CONCRETE�-0�
N
FOUND J0P
PK NAIL 6
BOOK H,
PAGE 430
FOUND "X"
IN CONCRETE
FOUND COTTON
PICKER SPINDLE
SE COR. NE1/4, NW1/4
SECTION 24,
T -2-N. R -14-W
FLOOD PLAIN STATEMENT
NO PORTION OF THE PROPERTY SHOWN IS LOCATED
WITHIN THE 100—YEAR FLOOD PLAIN AS DESIGNATED
BY THE FLOOD INSURANCE RATE MAP, PANEL NO.
050181 0037 F, PUBLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY DATED OCTOBER 19, 2001.
CERTIFICATE
TO ALL PARTIES INTERESTED IN TITLE TO PREMISES SURVEYED
PR;O EC
LOiC TI N
i
i
I
I
Txl ae'
i
VICINITY MAF'
NTS
Property. Description
Part of the SEI/4 of the SWI/4 of Section 13, and part of the NEI/d of the NWl/4 of Section 24, all in
Township 2 North, Range 14 West, Pulaski County, Arkansas, bei g more particularly described as
follows:
BEGINNING at the Northeast corner of said NE 1/4 of the NW 1/4; hence along the East line of said NE1/4
of the NWl/4, South 01°48'54" West 397.39 feet; thence confinuin T along said East line South 01°47'03"
West 293.26 feet; thence continuing along said East line South 01'27'05" West 428.78 feet; thence
departing said East line North 88°25'55" West 218.84 feet; thence South 01°25'24" West 210.94 feet to a
point on the South line of said NEI/4 of the N W 1/4; thence along said South line North 89°09'56" West
437.30 feet; thence North 01°32'09" East 905.09 feet; thence North 01°22'22" East 400.03 feet to a point
on the Southerly right of way line of State Highway No. 10 (Cantrell Road); thence along said Southerly
right of Nvay line North 88°44'32" East 68.68 feet; thence continuing along said Southerly right of way line
South 68"06'41" East 38.82 feet; thence continuing along said Southerly right of way line North 67'10'i3"
East 26.74 feet; thence continuing along said Southerly right of way line North 88°50'50" East 246.67 feet;
thence continuing along said Southerly right of way line North 86° 0' 11" East 199.30 feet; thence
continuing along said Southerly right of way line North 87'17'10" est 85.48 feet; thence departing said
Southerly right of way line South 01°19'01" West 7.52 feet to the DINT OF BEGINNING containing
18.752 acres more or less.
THE UNDERSIGNED, A REGISTERED PUBLIC SURVEYOR HEREBY CERTIFIES THAT:
IA) 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; (e) SUCH SURVEY WAS CONDUCTED BY THE
SURVEYOR, OR UNDER HIS SUPERVISION; (C) ALL MONUMENTS SHOWN HEREON
ACTUALLY EXIST AND THE LOCATION AND TYPE OF MATERIAL THEREOF ARE
CORRECTLY SHOWN; IN 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 11, 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 ON TO THE PROPERTY OR PROTRUSIONS THEREFROM, THERE
ARE NO IMPROVEMENTS ON THE PROPERTY, THERE ARE NO VISIBLE EASEMENTS
OR RIGHTS OF WAYS 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 BOUNDARIES, DIMENSIONS,
ANLTHER DETAILS SHOWN HEREON ARE TRUE AND CORRECT.
-�.24A
GREGORY .- SULLIVAN
ARKANSAS PLS 41096
ngu@[� OIC DD OO @MGi7LGV V@ rrEROFT SCALE
THE PLANS AND SPECIFICATIONS INCORPORATED BARONE INCH ON
HEREIN, AS A PRODUCT OF DESIGN SERVICES, ORIGINAL DRAWING.
IS THE PROPERTY OF THE MEHLBURGER FIRM 0 1"
AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ON
WITHOUT EXPRESS WRITTEN PERMISSION. THIS SHEET, ADJUST
THE MEHLBURGER FIRM SCALES ACCORDINGLY.
BOUNDARY SURVEY OF PART OF THE SE1/4 OF THE SW1/4
OF SEC. 13 AND PART OF THE NE1/4 OF THE NW1/4 OF
SEC. 24 ALL IN T -2—N, R -14—W,
PULASKI COUNTY, ARKANSAS
% C XST, �'''•
:'STATE O. ••,
ARK.A AS '.•
' IGNATURE
ij/?y T g�V
BASIS OF BEARINGS: PAGIS 2090-0146 & 2090-0147
ARKANSAS NORTH ZONE (301) NAD83
80 40 0 80 160
ro
S ALE( 1'=80'
SURVEY FOR:
LITTLE ROCK SCHOOL DISTRICT
LITTLE ROCK, ARKANSAS
SHEET
DATE 6-11 —07
PROJ 206-162
NO.