Z-3783-B Map 5r
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1
'QRI(,qNSA LEGAL DESCRIPTION CERTIFICATE (l'
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v RAVER \ ���� �?Z/ THE UNDERSIGNED, A REGISTERED PUBLIC SURVEYOR HEREBY• CERTIFIES THAT: (A) THIS PM4.
ALL THAT PART OF THE SQ , NE,' SECTION 18, T -1-N, R -11-W, CITY OF LITTLE ROCK, SURVEY AND THE PROPERTY DESCRIPTION SET FORTH HEREON ARE TRUE AND CORRECT AND
PULASKI C0JNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS, COMMENCING AT PREPARED FROM AN ACTUAL ON -THE -GROUND SURVEY OF THE REAL PROPERTY SHOWN HEREON;
THE SE CORNER OF SAID SE}, NE}, SECTION. 18, THENCE N 87009'52"W ALONG THE SOUTH (B) SUCH SURVEY WAS CONDUCTED BY THE SURVEYOR, OR UNDER HIS SUPERVISION;, (C)
LINE THEREOF 300.08 FEET TO A TWO INCH DIAMETER PIPE AND THE POINT OF BEGINNING ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THE LOCATION, SIZE AND TYPE OF
THENCE CONTINUE N 87FEET "W ALONG THE SOUTH LINE OF SAID SE} NE}, 794.27 FEET MATERIAL THEREOF APE CORRECTLY SHOWN; (D) THAT THE PROPERTY DESCRIPTION AND EXIST MANHOLE
ADAMS FIELD TO A REBAR IN THE EASTERLY GINE OF AN ACCESS EASEMENT, THENCE N 38°43'13"W ALONG PLAT SHOWN HEREON IS A PART OF AND WHOLLY CONTAINED WITHIN THE PROPERTY SHOWN TOP ELEV 256-00(TBM)
ON AND DESCRIBED IN THAT CERTAIN SURVEY PREPARED BY ME ON 12 /Cj , 192)0 INV ELEV. 248.1
SAID ACCESS EASEMENT 56.20 FEET TO A REBAR, THENCE N 03-25-10"E ALONG SAID ACCESS
170 EASEMENT 32.30 FEET TO A REBAR, THENCE N 86°35'46"W ALONG SAID ACCESS EASEMENT AND THAT THERE ARE NO OVERLAPS OF OR CAPS FROM THE COMMON UNDB�ARI�S AS SHOWN
-p 20.07 FEET TOA REBAR IN THE EAST RIGHT OF WAY LINE OF BANKHEAD DRIVE, THENCE
AND DESCRIBED THEREON, (E) EXCEPT AS SHOWN HEREON, THERE ARE NO ENCROACHMENTS
P N 03014'10"E ALONG SAID BANKHEAD DRIVE 94.47 FEET TO A REBAR AND THE SOUTW RIGHT ON TO THE PROPERTY OR PROTRUSIONS THEREFROM, THERE APE NO IMPROVEMENTS ON THE
OF WAY LINE OF INTERSTATE 440, THENCE N 71022'30"E ALONG SAID INTERSTATE 240.15 PROPERTY, IHERE ARE NO VISIBLE EASEMENTS OR RIGHTS OF HAYS ON THE PROPERTY, AND
THERE APE NO DISCREPANCIES, CONFLICTS, SHORTAGES IN AREA OR BOUNDARY LINE
PROJECT �� FEET TO A REBAR, THENCE N 83017'25"E ALONG SAID INTERSTATE 626.94 FEET TO A REBAR, -,—
\� THENCE LEAVING SAID INTERSTATE S 01025'37"W 360.95 FEET TO THE POINT OF BEGINNING, CONFLICT; (F) THE SIZE, LOCATION AND TYPE OF IMPROVEMENTS ARE AS SHOWN HEREON
LOCATION / CONTAINING 5.4631 ACRES OF LAND, MORE OR LESS; ETHER WITH THE RIGHTS OF INGRESS AND ALL ARE LOCATED WITHIN THE BOUNDARIES OF THE PROPERTY AND SET BACK FROM THE
AND EGRESS AS DESCRIBED IN FILED PLAT BOOK "A", PA SUBJE TO A 15.0 FOOT I -EXIST MANHOLE PROPERTY LINES THE DISTANCES INDICATED; (G) THE DISTANCE FROM THE NEAREST _
C TOP ELEV 258.47INTERSECTING STREET OR ROAD IS AS SHOWN; (H) THE PROPERTY HAS ACCESS TO AND
WIDE SEWER EASEMENT AS NOW EXISTING AND CROSSING THIS PROPE � �ZSVv` �� G�j INV ELEV 251 6
FROM A PUBLIC ROADWAY; (I) ALL RECORDED EASEMENTS HAVE BEEN CORRECTLY PLATTED
THEREON; (J) THE BOUNDARIES, DIMENSIONS, AND OTHER DETAILS SHOWN HEREON ARE
TRUE AND CORRECT. — ---
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ROOSEVELT ROAE • n 3V FOR THE USE AND BENEFIT OF BEACH ABSTRACT 6 GUARANTY COMPANY AND THE TITLE ����•� • _ _ INSURANCE COMPANY ANDP�Ci�Oiy PCz,OPE-TY. °' -
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FOURCHE CREEK
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88-902
OF
BEN KI T TCFR, JR.
LAND SURVEYOR )
6133 DENA DR. L.R.,72206 g'd,
�ronn�� 501'888-3960, F!I (501)8884919
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1
'QRI(,qNSA LEGAL DESCRIPTION CERTIFICATE (l'
\.
v RAVER \ ���� �?Z/ THE UNDERSIGNED, A REGISTERED PUBLIC SURVEYOR HEREBY• CERTIFIES THAT: (A) THIS PM4.
ALL THAT PART OF THE SQ , NE,' SECTION 18, T -1-N, R -11-W, CITY OF LITTLE ROCK, SURVEY AND THE PROPERTY DESCRIPTION SET FORTH HEREON ARE TRUE AND CORRECT AND
PULASKI C0JNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS, COMMENCING AT PREPARED FROM AN ACTUAL ON -THE -GROUND SURVEY OF THE REAL PROPERTY SHOWN HEREON;
THE SE CORNER OF SAID SE}, NE}, SECTION. 18, THENCE N 87009'52"W ALONG THE SOUTH (B) SUCH SURVEY WAS CONDUCTED BY THE SURVEYOR, OR UNDER HIS SUPERVISION;, (C)
LINE THEREOF 300.08 FEET TO A TWO INCH DIAMETER PIPE AND THE POINT OF BEGINNING ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THE LOCATION, SIZE AND TYPE OF
THENCE CONTINUE N 87FEET "W ALONG THE SOUTH LINE OF SAID SE} NE}, 794.27 FEET MATERIAL THEREOF APE CORRECTLY SHOWN; (D) THAT THE PROPERTY DESCRIPTION AND EXIST MANHOLE
ADAMS FIELD TO A REBAR IN THE EASTERLY GINE OF AN ACCESS EASEMENT, THENCE N 38°43'13"W ALONG PLAT SHOWN HEREON IS A PART OF AND WHOLLY CONTAINED WITHIN THE PROPERTY SHOWN TOP ELEV 256-00(TBM)
ON AND DESCRIBED IN THAT CERTAIN SURVEY PREPARED BY ME ON 12 /Cj , 192)0 INV ELEV. 248.1
SAID ACCESS EASEMENT 56.20 FEET TO A REBAR, THENCE N 03-25-10"E ALONG SAID ACCESS
170 EASEMENT 32.30 FEET TO A REBAR, THENCE N 86°35'46"W ALONG SAID ACCESS EASEMENT AND THAT THERE ARE NO OVERLAPS OF OR CAPS FROM THE COMMON UNDB�ARI�S AS SHOWN
-p 20.07 FEET TOA REBAR IN THE EAST RIGHT OF WAY LINE OF BANKHEAD DRIVE, THENCE
AND DESCRIBED THEREON, (E) EXCEPT AS SHOWN HEREON, THERE ARE NO ENCROACHMENTS
P N 03014'10"E ALONG SAID BANKHEAD DRIVE 94.47 FEET TO A REBAR AND THE SOUTW RIGHT ON TO THE PROPERTY OR PROTRUSIONS THEREFROM, THERE APE NO IMPROVEMENTS ON THE
OF WAY LINE OF INTERSTATE 440, THENCE N 71022'30"E ALONG SAID INTERSTATE 240.15 PROPERTY, IHERE ARE NO VISIBLE EASEMENTS OR RIGHTS OF HAYS ON THE PROPERTY, AND
THERE APE NO DISCREPANCIES, CONFLICTS, SHORTAGES IN AREA OR BOUNDARY LINE
PROJECT �� FEET TO A REBAR, THENCE N 83017'25"E ALONG SAID INTERSTATE 626.94 FEET TO A REBAR, -,—
\� THENCE LEAVING SAID INTERSTATE S 01025'37"W 360.95 FEET TO THE POINT OF BEGINNING, CONFLICT; (F) THE SIZE, LOCATION AND TYPE OF IMPROVEMENTS ARE AS SHOWN HEREON
LOCATION / CONTAINING 5.4631 ACRES OF LAND, MORE OR LESS; ETHER WITH THE RIGHTS OF INGRESS AND ALL ARE LOCATED WITHIN THE BOUNDARIES OF THE PROPERTY AND SET BACK FROM THE
AND EGRESS AS DESCRIBED IN FILED PLAT BOOK "A", PA SUBJE TO A 15.0 FOOT I -EXIST MANHOLE PROPERTY LINES THE DISTANCES INDICATED; (G) THE DISTANCE FROM THE NEAREST _
C TOP ELEV 258.47INTERSECTING STREET OR ROAD IS AS SHOWN; (H) THE PROPERTY HAS ACCESS TO AND
WIDE SEWER EASEMENT AS NOW EXISTING AND CROSSING THIS PROPE � �ZSVv` �� G�j INV ELEV 251 6
FROM A PUBLIC ROADWAY; (I) ALL RECORDED EASEMENTS HAVE BEEN CORRECTLY PLATTED
THEREON; (J) THE BOUNDARIES, DIMENSIONS, AND OTHER DETAILS SHOWN HEREON ARE
TRUE AND CORRECT. — ---
(/
_ - ? y
/
ROOSEVELT ROAE • n 3V FOR THE USE AND BENEFIT OF BEACH ABSTRACT 6 GUARANTY COMPANY AND THE TITLE ����•� • _ _ INSURANCE COMPANY ANDP�Ci�Oiy PCz,OPE-TY. °' -
-�"`� > )�
FOURCHE CREEK
-1,440
L.R PORT R.R �— — -- -�
HOLIDAY INN _ _1- '� 626' 4 �� 8
T
STL,IONt SITE / LINDSESIF
Y ROAD << 5 5
l
f 3
-17'25
V
I -- "
FRAZIER PIKE / �` LEVEL
ELEV 257.1
_r
C)0 /
O�,E.O~ �'' � ��,- 256 '_ _
Fr �� FILL UNDER I
VICINITY MAP '� STRUCTURE TO
0 � —Q� I IDE POSITIVE
Z SCALE I -2000 PRA �i 2(04' �� {fl
2�60i
iOLD>Q �
ICONC ; N
nj ;SLAB
i Q / D LIir
I \
C � s
U- cri I I 3
P' 1 III I
C) l
2 I C I O W X
3 3
48
`252 70 C) �� I (D Cr a �-
0) o
FA
PA
w i ��i -260— _ c
N 86° 35 46"W---'1 �2 59 Sol} Q;�
20.07 !
N 39 25' I,0° E _Asp
32.30
265
j��.�9
V�
�� �
N 38043 13 W �--��� �' 2
56.20 LI
o-�
y \ O—
T O F EL �I 6.60
r >'
J
4 y r
IL
`yam—
,
`.•`°0,1S.....STATE OF
�/
\ % 17 : ARKA�6AS '
::o • N0. 568 Z
NO%4,k
'','''•y�`LA`yp,�,°,hUc�UST 28,12)82) CI�E�I�EC 121,�5�1��0�
4 � �
rl
X ° . Z
Q
IL �
0 Q
�30D.Og U
2 _ 2� N 81°09s2"U) z �
J i
\ CROMWELI.
a 1 \ Ik HRU7) EVINLFFS
SHEET TITLE
SITE GRADING
�� • / / / /
8 DRAINAGE
PLAN •
,929 " y �� / �- i D_—
P �
PROF.
'
88-902
OF
BEN KI T TCFR, JR.
LAND SURVEYOR )
6133 DENA DR. L.R.,72206 g'd,
�ronn�� 501'888-3960, F!I (501)8884919
r