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SITE LOCAWA/MAA
LEGAL DESCRIPTION TRACT
I hereby certify that I have surveyed part of the NEl/4 SE1/4 Section 32, and part
of the W1/2 SW1/4 Section 33, T-2-N R-12-W, Pulaski County, Arkansas, more parti-
cularly described as: Beginning at the intersection of the Westerly right-of-way
line of Jessie Road and the Northerly right-of-way line of Cantrell Road (Arkansas
State Highway No. 10); thence N78'23'53"W along said Northerly right-of-way line,
127.28 ft. to a point; thence Northwesterly and continuing along .said Northerly
right-of-way line, being the arc of a 1,946.60 ft. radius curve to the right, hav-
ing a chord bearing and distance of N71n22'30"W, 477.30 ft. to a point; thence
N64'18'50"W and continuing along said Northerly right-of-way line, 305.98 ft. to
a point; thence Northwesterly and continuing along said Northerly right-of-way
line, being the arc of a 10,807.07 ft. radius curve to the right, havina a chord
bearing and distance of N62'39'20"W, 627.07 ft. to a point; thence N60'59'20"W and
continuing along said Northerly right-of-way line, 62.90 ft. to the Southeast cor-
ner of Tract 1, Clark's Subdivision, Little Rock, Arkansas; thence N28°59'10"E
along the East line of said Tract 1, 654.84 ft. to the Northeast corner thereof,
said corner being located on the Southerly right-of-way line of the Chicago, Rock
Island and Pacific Railway; thence S53'05'37"E along said Southerly right-of-way
line, 409.28 ft. to a point; thence S52'59'E and continuing along said Southerly
right-of-way line, 1,163.30 ft. to a point on the Westerly right-of-way line of
Bessie Road; thence Southwesterly along said Westerly right-of-way line, being
the arc of a 315.45 ft. radius curve to the right, having a chord bearing and dis-
tance of S18 18'09'W, 68.74 ft. to a point; thence S24e33'27"W and continuing a-
long said Westerly right-of-way line, 209.17 ft. to the point of beginning,
containing 18.31 Acres more or less. Property lines are located in accordance
with established property lines. Improvements are located as shown. There are
no apparent encroachments except as shown.
8�ltfle
_ _I S53 os 37� 9i RQc CJ� Q 20N/,ING C 3
ilwcly
�FOrmorly Ownoo We G� / pr/.,/ate ��►
37"_ Chicago R
B y;
1
---- --. _ ook alarm l_:i►'M..
E"i:ir C - E.vsc
1 N6o'�59'2o'I✓
1 6Z.9o'
/R'/0,e07.v7'
D=o03/'49'"
= 313. 6 7 '
�_ ;Zz_,7•
/O S Toi7/"7 D/Z,4 / Nil GE CASs MENT
\ 41640/e'50"1✓ 305,98'
Cantrell Road (State Hwy 10)
\I NG2� '2D"G✓
` �2707
ZONING C-3
COtif �E/I C/,ilt L ICE I�ELOJ�EiGI E�VT
RAZ0125ACI( 5011APE 451//:5D/V14510/V
I'.�ein9 psrl of /he N. f- 4 SE !e See .d2 417d'A rrlo`
the W sr S. W y4 Sec. d9 T- 2 - NQ - /2- W, Au/aski Cavo6e
Arka "s
LEGAL DESCRIPTION: TRACT 2
A era,[ ut Land leca [ed in par[ of c+.iu SG' � SE^ Sec [ion 32 T-2-N
(-13-14, Pulaski County, Arkansas, more particularly described as:
3eginning at the Northeast corner of 'll'act 1, Razorhack Square
, -i v:u said corner lvine m, the
Shopl.ing Cen cur. Li[cL• Rack,,,\rka \.
west right-of-way line of Ri,,ttr,ut Drivc, 40 f[. W of the can[lI
line; [hence no rchwes ter along [ho north line of said Tract 1,
S 52059'W, IUO.D ft. to a paint; cheucc a 37001'L, 79.46 ft. to a
point; [hence S 2036'44" W, 36.3' it. Lo chc point of beginning,
, 264i.11 so. It- ,:n.nhld icrr nmre nr leis.
LEGAL DESCRIPTION: TRACT 3
aG
00' 4' c
1b 4 '0 h�0n
02
�i� a0 ° rpaA�6 C",*90G\P h 106a
��. (°Je�d a0.0M1 � y P O Dry h
o . ✓� . AOJ
156
N71-22'30"1✓
477, 30'
C
f
/996.60'
7--
Z9o-4G'
L =
478.50'
C =
977, 30'
NOTES:
1. 100yr Flood Plain El, 257.4'
2. 500yr Flood Plain El. 262.5'
3. Minimum Finished Floor El. 262.5'
(Flood Elevations Established by Corps of Engineers)
4. For Contour Information See Sheet C2.
Ipyr
N�8'23 2g �
.P- 3/5,, 4s'
D= /80o9146"
4 = /ZO 90' 36 "
T' 94,59'
Z = 6e, s8'
C = 68, 74'
4 z 77000' 40"
T= 3F,eo'
L = 67 23'
C = GZ 29'
ERTIFICATE OF ENGINEERING ACCURACY
I, Z4"VE5rt /mac E hereby certify that
this plat correctly represents a plan
made by me, and that the engineering
requirements of the Little Rock
Subdivision Rules and Regulations have
been complied with.
Signed.^/
>� ✓/O, 1983
Date ot Yx-ecution 11sme, R glstere
Professional
Engineer No. 468Z
Arkansas
CERTIFICATE OF SURVEYING ACCURACY
hereby certify that
this plat correctly represents a
boundary survey made by me and boundary
markers shown hereon actually exist and
their location, type and material are
correctly shown.
Signed
Date of Execut on Name, Re isstere
Land Surveyor No.
,9 , Ark.
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision
Rules and Regulations, and all of the
conditions of approval having been
completed, this document is hereby
accepted. This Certificate is hereby
executed under the authority of said
Rules and Regulations.
Signed
Daq o cut on L. It. P ann ng
Commi ss ion
CERTIFICATE OF OWNERS
We, the undersigned, owners of the real
estate shown and described herein, do
hereby certify that we have laid off,
platted, and subdivided, and do hereby
lay off, plat, and subdivide said real
estate in accordance with this plat.
Signed
m
Date of Execut on
Bishop of Catholic Diocese of Little Rock
Andrew J. McDonald
Source of Title: D.R. Z63 Page .539
I E
AC—Z
rr/ ARKAN,�SAS
R E G I S T E R E 9
PROFESSIONAL
ENGINEER Ilv
�FQ No.4682 �`o ll
?_yFsr j
FINAL PLAT
RE -PLAT
- RAZORBACK SQUARE
SHOPPING CENTER
Little Bock, Arkansas
DESIGN BY J REALTY ASSOCIATES 1SCALE
I.✓/5DEVELOPMENT INC.
DRAWN BY '
First Plate bank Bldg. SHEET NO.
CHECKED BY,-,-, 5. Suite 1000 POJL974
,lonesboro,AR 72401 OF
DATE , -5 -83 ISOII 932.1400
PETERS & ASSOCIATES
1172 ENGINEERS
Little Rock, Arkansas