HomeMy WebLinkAboutZ-6347-A Map 1z• - ,�
FOUND 1/2-REBAR
N 158640.337
E 1194116.796
l;Ol)IH'.YE51 COHIO,
WALNUT VALLEY SUB. "TINT,WTI'°'W"°SEG'.114, RNG 1311 " LITTLE ROCK WEST ADDITION
PtAASKI UON1Y, 4N
` FOUND 1'PIPEO' -
yQto N87'43'38"W 330.00'MEAS I P,o.6. SANITARY SerER - - F
w'P a N89'41'00"'k 330.00'REf. OENIEPUNE 1 'D OUNO 1/2'REBAR
0 ° S8e'So'sD'E---"--szz.m' SSMN Dz•la'u'[ N87'43'38'W '�P.o.e. STORIA DRAIN 629.16'MEAS BUR{FO MONUMENT o 0
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0 SAHITARv
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EASOlD S D L 1.63
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A
v 24.76'N8 /'43'38"TV ( I 9595/NEG , yN
)` ", __ __ _- _.)-._..� _._ ,__- _____._. .__._._. _ __ _.-_.__..J.._ ._ _-�._-__ .�.. .,.•_ ____.. _._.___ _.. � _ ____.__.._ �_ _ - __-__�, t._-___..____ _.. _..._.. _.__AAAA. _.._ _ __.. .. _ _ ..._ _ _. .__. ._- _._ _.ILS._._...__._.... Nrh
_5 EASEMEN_T .. _ .. _ _ .._ .0. l;.Slu C`.1 _ 1'
rr 6/1851'W,.�132]J �-" --_ -- - _••• 42]6 ORM ORNN ITER IfiE "' _.. _-.. -.. _.. _ _... _ 10' STORM WA TER ,V.0.0. STORM DRAIN
SSMN` _ _ �5'S1A a69"a)'S)'E��"� .. _Et5&aFNT
SWAiH _ N86-y0.10"W�.�...�}B.IO' _ CEN_WA(I_NE PS__.__
_
09' �.. WNM1TI EASFLEN� SSMN IRATE A7NTARY� RASEM-
E 0' SERVICE
E
I Tp SERACE
EASEMENT ASEMENT60'
H -S-
,/ 10. giM rWALL
`1�,Y \A�
84.42.-' EAS, EP C.oxera,'26w..-.-..)r.e C(,R\'f. DATA
1 ,f / ! r .. _ _» Naraa•za'w.'�.n].y9'^' L
(PROPERTY)
w
1 /
:1 / AAA, -i _ 04'36'03'
0'
EAS
R 1775.92'A
T •, 47.24'MEAS
N '"I y I ( 94.YN'R( - ., 94.4}'MEAS
OLIVE >; i
r I I I 1
GARDEN
10715 RODNEY PARHAM I
6xslll
oI i 7/ '' I - SSMH 1 I I d I
sCURVE DATA
(PROPERTY)
<*
T-110 I I E 07'00'00'
P.0.8. STORM DRAW N + , ( R 1115.92'MEAS
I 7 �
-_ TD' // ! I I _ OEI4T lmjf I =a S f T e 68.25'MEAS
ry I , I 136.5:'MEAS
I KMART 3120 1 -1zI' .I' II
v C
BURIED MONUMENT
fid #
T BURIED MOr:JMENT
Fn n
HARVEST FOODS
o
P..8. TORM DRAIN I 4
rERUNE
'• i n8 ,SSMN
I I \ 8I3o'
Z z a N,0., \
NWr.)J,\7., 1'•91' IT z
SANITARY SEV.IR EASEVENT
'
IViSI
PARTN 1.07 1 OF ME KRLSGE- CHO'hNIv G SUBDIVISION, LIME ROCK
ARKAISAS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
PART:/E AtE NEI/4 Of THE NEi/4, SECTION 33, AND PART OF THE N'Wl/4
OF TF: NWI/4, SECTION 34, TOWNSHIP 2 NORTH, RANGE. 13 WEST. PULASKI
COUNT, ARKANSAS DESCRIBED AS FOLLOWS:
10 FOOT (10') WIDE PERMANENT EASEMENT, THE CENTERUNE
3EING DESCRIBED AS FOLLOWS:
COM/ANCING AT THE SOUTHWEST CORNER OF SAID NWI/4 Ni'/1/4 OF SEC71ON
34, AFOUND 1/2' REBAR ROD; THENCE 587'43'38"E (BASED UPON
P.A G.S PLANE COORDINATE SYSTEM), ALONG THE SOUTH LINE OF SAID
NEI/4 NEI/4, FOR 6.97 FEET TO THE POINT OF BEGINNING OF CENTERUNE
NO. I THENCE ALONG CENTERUNE NO. 1 AS FOLL01'7S: NO2'16'22'E FOR
5.70 ECT TO THE POINT OF BEGINNING OF CENTERLINE NO. 2, AN
EXISFNG SEWER MANHOLE; THENCE, CONTINUING ALONG SAID CENTERUNE
NO. 1 NOl'43`64'E FOR 24.78 FEET TO AN EXISTING SEWER MANHOLE;
N84`11'51'\v FOR 132.77 FEET TO AN EXISTING SEWER MANHOLE;
N84'3'06*W FOR 203.91 FEET TO AN EXISTING SEWER MANHOLE;
N76'O'34'W FOR 186.42 FEET; N87'44'28'W FOR 117.99 FEET;
NOVO0'08'W FOR 221.38 FEET TO AN EXISTING SEWER MANHOLE;
NOTN'36"E FOR 347.11 FEET TO AN EXISTING SEWER MANHOLE;
N22'41'53'W FOR 151.85 FLET TO THE POINT OF TERMINATION OF
CENTERUNE NO. 1 ON THE SOUTHERLY UNE OF LOT 2, SAID KRESGE-
CHOMING SU8DMS10N BEING 2.0 FEET FROM THE SOUTHWESTERLY CORNER
OF SAD LOT 2, A FOUND 1/2' REBAR ROD,
ALSO
FROM SAID POINT OF BEGINNING OF CENTERUNE NO, 2, RUN THENCE
S86'Si 50'E FOR 322.81 FEET TO THE POINT OF TERMINATION OF
CENT(RLINE: NO. 2, AN EXISTING MANHOLE, BEING 0.8 FOOT NORTH OF THE
SOUT LINE OF SAID LOT I.
CASEMENTS TO EXTEND FIVE (5) FEET EACH DIRECTION (AS
AASUREO AT RIGHT ANGLES) FROM THE CENTERUNE(S)-OF THE
.:EWER LINES AS CONSTRUCTED WITH PARALLEL SIDES OF
EASEMENT EXTENDING TO THE PROPERTY LINES.
STORM ',MATER SEWER EASEMENT
PART OF LOT I OF THE KRESGE-CHOWNING SUBDIVISION, U1TLE ROCK
ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
PART OF ME NEI/4 OF THE NEI/4, SECTION 33. AND PART OF 114E NWI/4
OF THE NWI/4, SECTION 34, TOWNSHIP 2 NORTH. RANGE 13 WEST, PULASKI
COUNTY ARKANSAS DESCRIBED ASFOLLOWS.
A IO FOOT (10') WIDE PERMANENT EASEMENT, THE CENTERUNE
I BEING DESCRIBED AS FOLLOWS:
00 \� ! l J i IT ' .1 F --i COMMINCING AT THE SOUTHWEST CORNER OF SAID NWT/4 N'W1/4 OF SECTION
0 m \ � SY/MH TO TT" „ I I I OIR -11 34, A FOJND 1/2' REBAR ROD; THENCE N87`43'36'W (EASED UPON
6E REMOVED P.A.GJS PLANE COORDINATE. SYSTEM), ALONG THE SOUTH LINE OF SAID
_...>_r._ _..,_ -... _.. _ _ .._. ____AAAA _ _. _..___.. _. _..__. __.._ _ ..__.. __. _.-.._ _. _ ... __.. __ ___ ___ .__ _ _. __ _ __/.i ._ ir1 NEI/,, NEI/4, FOR 277.68 FEET TO THE POINT OF BEGINNING OF
CENTERUNE NO. 1; 1HENCE ALONG CENTFRUNE NO. 1 AS FOLLOWS:
I \0 $ \ 0' 0 2^' S(RWCE NOV4c.
o FOUND 1/2-!r°V, 20' SERICE EASEMENT - -EASEMENT 39'F. FOR 31.53 FEET TO THE POINT OF BEGINNING OF
z tJ .10, 004, - _-- _ CENTERLINE NO. 2, AN EXISTING STORM WATER STRUCTURE; (HENCE,
11, S 6 . t CENTERUNE NO. 1, N84'59'2D'8 FOR 238.10
SB7 7TH �r _ 10 WATER EASENENi wtw +Nn .aR ,a+.,.wav --EASEMENT 1P FONT UNG ALONG SAID
6Aij „IS I I-... -_ _AAAA __. __- -- -_ -_ -__ cF- _ TERM TIER STRUCTURE;
T BEGINNING 0'r' CONTINUING
E N0. 3, ID EXISTING
.. ._._.� --_ _ 1_T.-':_`_.� ___._ __..._ _.� __ _�____ _.___ ._�1 __ � r. R STRUCTURE: THENCE CONThVUING ALOr7G SAID CEN tERLINE N0.
f ( L-_ $54"32'E - ---" '-' -- --`'t _-. GRATE '� 7oRM,f2' 0 w FOR 45.70 FEET; r4p7.4a'28"tv FOR 7i d7 FEET;
FOUND 1'S7EEL R00 ' GRniE ?� -' "- _ _-- Y08.90 ti..,y,�� �__ ._ '._ ^M11�E NO2-L532'W FOR 128.77 FEET TO THE POINT OF BEGINNING OF
1d STORM WATER EA$fI.IENT __ .._ .. .. . __ GRATE
.__ _.. - •sesns.os'E.-�.us,Os __ .-_. /`"a/ / �',, CEN MUNE NO. 4; THENCE, CONTINUING ALONG CENTERLINE N0. ,
`y % -- .`.021.32'W FOR 95,00 FEET TO THE PONT OF BEGINNING OF
- P.0.8.�5 TEFtJNE NN q / � y.p�,�334,12'E �..rpg,r9 I I W1 ., CENTERUNE AID. 5; THENCE, CON 11r4UINC ALONG CENTERLINE N0. 1,
I 10' STORM W;TER E,\SE11tN� -" _. I I t�"! T' NO2'L"32'E .'-OR 75,00 FEET; N81'12"25'E FOR 97.02 FEET TO AN
' 4N/1
GRn1E rym
I � / � I I I EXISTSG STORM WATER STRUCTURE; SBT3612'E FOR 99.19 FEET TU AN
;� EXISTSG STORM WATER STRUCTURE; S83'O6'05'E FOR 133A3 FEET TO
< I w o / / ��"..)(1 THE PINT OF BEGINNING OF CENTERLINE NO. 6, AN EXISTNG STORM WATER
II STRUCTURE; THENCE, CONTINUING ALONG CENTERUNE NO. 1, N30 -09'44'E
\ m I I %
FOR S8 58 FEET TO THE POINT OF TERMINATION OF CENTERLINE NO. i ON
/
THE S)UTHERLY RIGHT OF WAY UNE OF RODNEY PARHAM ROAD BEING
rn rl VV�� S // N58'4%46'41 OF, AND 120.88 FEET FROM, A FOUND 1/2 REBAR ROD.
a IALSO
/ / ED I I FROM SAID POINT OF BEGINNING OF CENrrRL1Ne .NO. 2., RUIN THENCE
/ i LO T 1 wl+ 189'4i57'E FOR 242.76 FEET TO AN EXIS7PWC STORM WATER STRUCTURE:
\ L�, 3URR0 NS-CHOWnII�G SUL3. 81 I I N.s I II N80'2C2/"E FOR N3.OS FEET TO THE POR 1 OF TERMINATION OF
E "1J'�T®RT ' / / CENTE2tlrlE NO. $ A POINT 5 FEET BEOND AN iXiSTP.I^e STORM YiATER
1 tV I , I o , KRESGE-CROWNING SUBDIVISION zip R I� SiRUOURE
P y
.i /1`- N I I ^' / j/ (AS i,EC'OROEO PIAF ROpt 32 PAGE t9) ALSO ,
10705 RODNEY PARHAM n r
M1 / 5 -�+ x FROM SAID POINT OF BEGINNING OF CENIERUNE NO. 3, RUN THENCE
TOTAL MEASURED
"`b I / 661,256 e . It. mN71'1820'W FOR 49.24 FEET TO THE POINT OF TERMINATION OF
i/ 9 BURIED MONUMENT
", 15.18 acres O L CENTE:L.INE N0. 3, A POINT 5 FEET BEYOND AN EXISTING STORM WATER
I/ / p" I I - STRUCURE.
a/ -v/ 01 I i ALSO
g y 4 ; I I FROM SAID POINT OF BEGINNING OF CENTERUNE NO. 4, RUN "(HENCE
I '1 N87'4226'W FOR 18.00 FEET TO THE POINT OF TERMINATION OF
CENTEIUNE NO. 4.
ALSO
FOUND 1/2-REBAR / 1 '"' { -I FROM AIO POINT 9. 0 BEGINNING OF CENTERLINE NO,ER IN RUN THENCE
/ I � N81'4•'26'W FOR 19.00 FEET TO THE POINT OF TERMINATION OF
Ssl\%)`• �� b'/ ` CENTERUNE NO. 5.
,).Do.__.._.__.._._ -..._...__-p b
JBS7\ ` y, /_/ gFOUND )/2-REBAR iFOUND 1/2'RFBAR I I I I t ±'7 0
ALSO
f
FROM SAID POINT OF BEGINNING OF CEN"IERUNE N0. ti, RUN THENCE
CURVE DATA S84'40?"E FOR 208.80 FEET TO THE POINT OF TERMINATION OF
(PROPERTY) CENTEAINE NO. 6, A POINT 5 FEET BEYOND AN EXJSTNG STORM WATER
\
FOUND 1/2"REBAR / / ct''A 1 STRUCTURE.
o - 26'48'09'
R - 566.89'MEAS
T = 135.06'MEAS RIGHT NG S) FROM FIVE (5) FEET EACH DIRECTION (AS MEASURED AT
EhlsnrvG' '?;,X ...,,,: s'RFt RIGHT ANGLES) FROM THE CENT:RUNE S OF THE STORM WATER LINES AS
MANHOLE l L 265.18'MEA$ ( )
7 9" ( CONSRUCTED WITH PARALLEL SIDES OF EASEMENT EXTENDING TO THE
\ BF9g` 'rdk, PROPBtiY ONES.
L --- E C.-�= (�--.`.I \ 'GPgS; FOUND 1/2-REBAR
O FOUND EXISTING PROPERTY MONUMENT
1 1 \ \ 1 t
Ja SET 1/2' X 24' IRON ROD `\ 't� tt' / /
( SANITARY SEWER MANHOLE /
FOUND 1 2'RF-BAR yUNP . Yl1SE UNE
STORM SEWER MANHOLE Or 7Y; _./ / 3/a'PI'
__ PE
FOUND If
nI °�• /'�`9� _ ,� F UND I/2'RE9AR
�.,
EXISTING STORM(O
0. WATER MANHOLE
CERTIFICATE OF SURVEYING ACCURACY:
1, DAN B. ROBISON, HEREBY CERTIFY THAT THIS
PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY
MADE BY ME AND ALL MONUMENTS SHOWN HEREON
ACTUALLY EXIST AND THEIR LOCATION, SIZE, TYPE
AND MATERIAL ARE CORRECTLY SHOWN.
SIGNED,
DATE OF EXECUTION
DAN B. ROBISON,
REGISTERED LAND
SURVEYOR NO. 1056,
ARKANSAS,
CERTIFICATE OF ENGINEERING ACCURACY:
1, DONALD V. SHILLINGTON, HEREBY CERTIFY
THAT THIS PLAT CORRECTLY REPRESENTS A PLAT
MADE BY ME, AND THAT ENGINEERING REQUIREMENTS
OF THE LITTLE ROCK SUBDIVISION RULES AND
REGULATIONS HAVE BEEN COMPLIED WITH.
SIGNED,
DATE OF EXECUTION DONALD V, SHILLINGTON, P.E.
REGISTERED ENGINEER
NO. 6995, ARKANSAS
:I
.;I
I
CERTIFICATE OF OWNER:
WE, THE UNDERSIGNED, OWNERS` OF THE REAL
ESTATE SHOWN AND DESCRIBER HEREIN, `DO. HEREBY
CERTIFY 7�AT WE ,Ii/3 VE LAID OFF, PLATTED, AND
COMBINED, 'ANO DO HERE 'TOFF,' PLAT AND
COMBINE SAID REAL. ESTATE IN, ACCORDANCE WITH
THIS PLAT.
SIGNED,
DATE OF EXECUTION
ADDRESS'
SOURCE OF TITLE
DEED RECORD BOOK------,
OR INSTRUMENT
CERTIFICATE OF RECORDING:
THIS DOCUMENT, NUMBER_.__ _ ______-__FILED
FOR RECORD -------------------- 19___. IN PLAT
BOOK ----.PAGE---------.
SIGNED,
(NAME) _ CLERK
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.
DATE OF EXECUTION L.R. PLANNING COMMISSION
40 /. FOUND NAIL ` FOUND i
R/R SPIKE^lt
FOUND 1/2-REBAR
\. TDfq°ems/(O/ FOUND NAIL
a
..\AOk S \ rr4aHHo(E
?6j 1; FOUND 1/2-REBAR
159460.434
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IVIS
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T BURIED MOr:JMENT
Fn n
HARVEST FOODS
o
P..8. TORM DRAIN I 4
rERUNE
'• i n8 ,SSMN
I I \ 8I3o'
Z z a N,0., \
NWr.)J,\7., 1'•91' IT z
SANITARY SEV.IR EASEVENT
'
IViSI
PARTN 1.07 1 OF ME KRLSGE- CHO'hNIv G SUBDIVISION, LIME ROCK
ARKAISAS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
PART:/E AtE NEI/4 Of THE NEi/4, SECTION 33, AND PART OF THE N'Wl/4
OF TF: NWI/4, SECTION 34, TOWNSHIP 2 NORTH, RANGE. 13 WEST. PULASKI
COUNT, ARKANSAS DESCRIBED AS FOLLOWS:
10 FOOT (10') WIDE PERMANENT EASEMENT, THE CENTERUNE
3EING DESCRIBED AS FOLLOWS:
COM/ANCING AT THE SOUTHWEST CORNER OF SAID NWI/4 Ni'/1/4 OF SEC71ON
34, AFOUND 1/2' REBAR ROD; THENCE 587'43'38"E (BASED UPON
P.A G.S PLANE COORDINATE SYSTEM), ALONG THE SOUTH LINE OF SAID
NEI/4 NEI/4, FOR 6.97 FEET TO THE POINT OF BEGINNING OF CENTERUNE
NO. I THENCE ALONG CENTERUNE NO. 1 AS FOLL01'7S: NO2'16'22'E FOR
5.70 ECT TO THE POINT OF BEGINNING OF CENTERLINE NO. 2, AN
EXISFNG SEWER MANHOLE; THENCE, CONTINUING ALONG SAID CENTERUNE
NO. 1 NOl'43`64'E FOR 24.78 FEET TO AN EXISTING SEWER MANHOLE;
N84`11'51'\v FOR 132.77 FEET TO AN EXISTING SEWER MANHOLE;
N84'3'06*W FOR 203.91 FEET TO AN EXISTING SEWER MANHOLE;
N76'O'34'W FOR 186.42 FEET; N87'44'28'W FOR 117.99 FEET;
NOVO0'08'W FOR 221.38 FEET TO AN EXISTING SEWER MANHOLE;
NOTN'36"E FOR 347.11 FEET TO AN EXISTING SEWER MANHOLE;
N22'41'53'W FOR 151.85 FLET TO THE POINT OF TERMINATION OF
CENTERUNE NO. 1 ON THE SOUTHERLY UNE OF LOT 2, SAID KRESGE-
CHOMING SU8DMS10N BEING 2.0 FEET FROM THE SOUTHWESTERLY CORNER
OF SAD LOT 2, A FOUND 1/2' REBAR ROD,
ALSO
FROM SAID POINT OF BEGINNING OF CENTERUNE NO, 2, RUN THENCE
S86'Si 50'E FOR 322.81 FEET TO THE POINT OF TERMINATION OF
CENT(RLINE: NO. 2, AN EXISTING MANHOLE, BEING 0.8 FOOT NORTH OF THE
SOUT LINE OF SAID LOT I.
CASEMENTS TO EXTEND FIVE (5) FEET EACH DIRECTION (AS
AASUREO AT RIGHT ANGLES) FROM THE CENTERUNE(S)-OF THE
.:EWER LINES AS CONSTRUCTED WITH PARALLEL SIDES OF
EASEMENT EXTENDING TO THE PROPERTY LINES.
STORM ',MATER SEWER EASEMENT
PART OF LOT I OF THE KRESGE-CHOWNING SUBDIVISION, U1TLE ROCK
ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
PART OF ME NEI/4 OF THE NEI/4, SECTION 33. AND PART OF 114E NWI/4
OF THE NWI/4, SECTION 34, TOWNSHIP 2 NORTH. RANGE 13 WEST, PULASKI
COUNTY ARKANSAS DESCRIBED ASFOLLOWS.
A IO FOOT (10') WIDE PERMANENT EASEMENT, THE CENTERUNE
I BEING DESCRIBED AS FOLLOWS:
00 \� ! l J i IT ' .1 F --i COMMINCING AT THE SOUTHWEST CORNER OF SAID NWT/4 N'W1/4 OF SECTION
0 m \ � SY/MH TO TT" „ I I I OIR -11 34, A FOJND 1/2' REBAR ROD; THENCE N87`43'36'W (EASED UPON
6E REMOVED P.A.GJS PLANE COORDINATE. SYSTEM), ALONG THE SOUTH LINE OF SAID
_...>_r._ _..,_ -... _.. _ _ .._. ____AAAA _ _. _..___.. _. _..__. __.._ _ ..__.. __. _.-.._ _. _ ... __.. __ ___ ___ .__ _ _. __ _ __/.i ._ ir1 NEI/,, NEI/4, FOR 277.68 FEET TO THE POINT OF BEGINNING OF
CENTERUNE NO. 1; 1HENCE ALONG CENTFRUNE NO. 1 AS FOLLOWS:
I \0 $ \ 0' 0 2^' S(RWCE NOV4c.
o FOUND 1/2-!r°V, 20' SERICE EASEMENT - -EASEMENT 39'F. FOR 31.53 FEET TO THE POINT OF BEGINNING OF
z tJ .10, 004, - _-- _ CENTERLINE NO. 2, AN EXISTING STORM WATER STRUCTURE; (HENCE,
11, S 6 . t CENTERUNE NO. 1, N84'59'2D'8 FOR 238.10
SB7 7TH �r _ 10 WATER EASENENi wtw +Nn .aR ,a+.,.wav --EASEMENT 1P FONT UNG ALONG SAID
6Aij „IS I I-... -_ _AAAA __. __- -- -_ -_ -__ cF- _ TERM TIER STRUCTURE;
T BEGINNING 0'r' CONTINUING
E N0. 3, ID EXISTING
.. ._._.� --_ _ 1_T.-':_`_.� ___._ __..._ _.� __ _�____ _.___ ._�1 __ � r. R STRUCTURE: THENCE CONThVUING ALOr7G SAID CEN tERLINE N0.
f ( L-_ $54"32'E - ---" '-' -- --`'t _-. GRATE '� 7oRM,f2' 0 w FOR 45.70 FEET; r4p7.4a'28"tv FOR 7i d7 FEET;
FOUND 1'S7EEL R00 ' GRniE ?� -' "- _ _-- Y08.90 ti..,y,�� �__ ._ '._ ^M11�E NO2-L532'W FOR 128.77 FEET TO THE POINT OF BEGINNING OF
1d STORM WATER EA$fI.IENT __ .._ .. .. . __ GRATE
.__ _.. - •sesns.os'E.-�.us,Os __ .-_. /`"a/ / �',, CEN MUNE NO. 4; THENCE, CONTINUING ALONG CENTERLINE N0. ,
`y % -- .`.021.32'W FOR 95,00 FEET TO THE PONT OF BEGINNING OF
- P.0.8.�5 TEFtJNE NN q / � y.p�,�334,12'E �..rpg,r9 I I W1 ., CENTERUNE AID. 5; THENCE, CON 11r4UINC ALONG CENTERLINE N0. 1,
I 10' STORM W;TER E,\SE11tN� -" _. I I t�"! T' NO2'L"32'E .'-OR 75,00 FEET; N81'12"25'E FOR 97.02 FEET TO AN
' 4N/1
GRn1E rym
I � / � I I I EXISTSG STORM WATER STRUCTURE; SBT3612'E FOR 99.19 FEET TU AN
;� EXISTSG STORM WATER STRUCTURE; S83'O6'05'E FOR 133A3 FEET TO
< I w o / / ��"..)(1 THE PINT OF BEGINNING OF CENTERLINE NO. 6, AN EXISTNG STORM WATER
II STRUCTURE; THENCE, CONTINUING ALONG CENTERUNE NO. 1, N30 -09'44'E
\ m I I %
FOR S8 58 FEET TO THE POINT OF TERMINATION OF CENTERLINE NO. i ON
/
THE S)UTHERLY RIGHT OF WAY UNE OF RODNEY PARHAM ROAD BEING
rn rl VV�� S // N58'4%46'41 OF, AND 120.88 FEET FROM, A FOUND 1/2 REBAR ROD.
a IALSO
/ / ED I I FROM SAID POINT OF BEGINNING OF CENrrRL1Ne .NO. 2., RUIN THENCE
/ i LO T 1 wl+ 189'4i57'E FOR 242.76 FEET TO AN EXIS7PWC STORM WATER STRUCTURE:
\ L�, 3URR0 NS-CHOWnII�G SUL3. 81 I I N.s I II N80'2C2/"E FOR N3.OS FEET TO THE POR 1 OF TERMINATION OF
E "1J'�T®RT ' / / CENTE2tlrlE NO. $ A POINT 5 FEET BEOND AN iXiSTP.I^e STORM YiATER
1 tV I , I o , KRESGE-CROWNING SUBDIVISION zip R I� SiRUOURE
P y
.i /1`- N I I ^' / j/ (AS i,EC'OROEO PIAF ROpt 32 PAGE t9) ALSO ,
10705 RODNEY PARHAM n r
M1 / 5 -�+ x FROM SAID POINT OF BEGINNING OF CENIERUNE NO. 3, RUN THENCE
TOTAL MEASURED
"`b I / 661,256 e . It. mN71'1820'W FOR 49.24 FEET TO THE POINT OF TERMINATION OF
i/ 9 BURIED MONUMENT
", 15.18 acres O L CENTE:L.INE N0. 3, A POINT 5 FEET BEYOND AN EXISTING STORM WATER
I/ / p" I I - STRUCURE.
a/ -v/ 01 I i ALSO
g y 4 ; I I FROM SAID POINT OF BEGINNING OF CENTERUNE NO. 4, RUN "(HENCE
I '1 N87'4226'W FOR 18.00 FEET TO THE POINT OF TERMINATION OF
CENTEIUNE NO. 4.
ALSO
FOUND 1/2-REBAR / 1 '"' { -I FROM AIO POINT 9. 0 BEGINNING OF CENTERLINE NO,ER IN RUN THENCE
/ I � N81'4•'26'W FOR 19.00 FEET TO THE POINT OF TERMINATION OF
Ssl\%)`• �� b'/ ` CENTERUNE NO. 5.
,).Do.__.._.__.._._ -..._...__-p b
JBS7\ ` y, /_/ gFOUND )/2-REBAR iFOUND 1/2'RFBAR I I I I t ±'7 0
ALSO
f
FROM SAID POINT OF BEGINNING OF CEN"IERUNE N0. ti, RUN THENCE
CURVE DATA S84'40?"E FOR 208.80 FEET TO THE POINT OF TERMINATION OF
(PROPERTY) CENTEAINE NO. 6, A POINT 5 FEET BEYOND AN EXJSTNG STORM WATER
\
FOUND 1/2"REBAR / / ct''A 1 STRUCTURE.
o - 26'48'09'
R - 566.89'MEAS
T = 135.06'MEAS RIGHT NG S) FROM FIVE (5) FEET EACH DIRECTION (AS MEASURED AT
EhlsnrvG' '?;,X ...,,,: s'RFt RIGHT ANGLES) FROM THE CENT:RUNE S OF THE STORM WATER LINES AS
MANHOLE l L 265.18'MEA$ ( )
7 9" ( CONSRUCTED WITH PARALLEL SIDES OF EASEMENT EXTENDING TO THE
\ BF9g` 'rdk, PROPBtiY ONES.
L --- E C.-�= (�--.`.I \ 'GPgS; FOUND 1/2-REBAR
O FOUND EXISTING PROPERTY MONUMENT
1 1 \ \ 1 t
Ja SET 1/2' X 24' IRON ROD `\ 't� tt' / /
( SANITARY SEWER MANHOLE /
FOUND 1 2'RF-BAR yUNP . Yl1SE UNE
STORM SEWER MANHOLE Or 7Y; _./ / 3/a'PI'
__ PE
FOUND If
nI °�• /'�`9� _ ,� F UND I/2'RE9AR
�.,
EXISTING STORM(O
0. WATER MANHOLE
CERTIFICATE OF SURVEYING ACCURACY:
1, DAN B. ROBISON, HEREBY CERTIFY THAT THIS
PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY
MADE BY ME AND ALL MONUMENTS SHOWN HEREON
ACTUALLY EXIST AND THEIR LOCATION, SIZE, TYPE
AND MATERIAL ARE CORRECTLY SHOWN.
SIGNED,
DATE OF EXECUTION
DAN B. ROBISON,
REGISTERED LAND
SURVEYOR NO. 1056,
ARKANSAS,
CERTIFICATE OF ENGINEERING ACCURACY:
1, DONALD V. SHILLINGTON, HEREBY CERTIFY
THAT THIS PLAT CORRECTLY REPRESENTS A PLAT
MADE BY ME, AND THAT ENGINEERING REQUIREMENTS
OF THE LITTLE ROCK SUBDIVISION RULES AND
REGULATIONS HAVE BEEN COMPLIED WITH.
SIGNED,
DATE OF EXECUTION DONALD V, SHILLINGTON, P.E.
REGISTERED ENGINEER
NO. 6995, ARKANSAS
:I
.;I
I
CERTIFICATE OF OWNER:
WE, THE UNDERSIGNED, OWNERS` OF THE REAL
ESTATE SHOWN AND DESCRIBER HEREIN, `DO. HEREBY
CERTIFY 7�AT WE ,Ii/3 VE LAID OFF, PLATTED, AND
COMBINED, 'ANO DO HERE 'TOFF,' PLAT AND
COMBINE SAID REAL. ESTATE IN, ACCORDANCE WITH
THIS PLAT.
SIGNED,
DATE OF EXECUTION
ADDRESS'
SOURCE OF TITLE
DEED RECORD BOOK------,
OR INSTRUMENT
CERTIFICATE OF RECORDING:
THIS DOCUMENT, NUMBER_.__ _ ______-__FILED
FOR RECORD -------------------- 19___. IN PLAT
BOOK ----.PAGE---------.
SIGNED,
(NAME) _ CLERK
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.
DATE OF EXECUTION L.R. PLANNING COMMISSION
40 /. FOUND NAIL ` FOUND i
R/R SPIKE^lt
FOUND 1/2-REBAR
\. TDfq°ems/(O/ FOUND NAIL
a
..\AOk S \ rr4aHHo(E
?6j 1; FOUND 1/2-REBAR
159460.434
Jyy�
1
J4'ii,,. \ /
E 1193441. 70.
/FOUND 1/2-REBAR
(FCRMERii QCT 11
6
4
1X
\ (tO111
10901 RODNEY PARHAM
FOUNO 3/4-REBAR
,\ c
r�oFY�
t�
�s
53,0'y'o,,,
Y, o„, 4,D s
'
LOT 2
a\ •;;
FOUND 1 /2'REBAR
PULASKI B . +i,.
"\
�'
7dp $S -;��
JOy`q'
�-lt"•�'--
10911 RODNEY PARHAM
..
4aOgM 07./
t,
(NOT PART OF THIS SUR:'F.
FOUND SAILU
`V
se ✓�6
SURVEYOR'S NOTES:
N>; ,
NO STATEMENT IS. MADE AS TO THE EXISTENCE OR LOCATION, EXCEPT
-
,
WHERE SHOWN. OF ANY PROPERTY CORNER MONUMENT. �'
S67S .�°F
THOSE PROPERTY CORNER MONUMENTS LAB12D 'BURIED' WERE DETERMINED
0?6
BY PINPOINTING THE CENTER OF THEIR MAGNETIC FIELD- TYPE AND SIZE9ai•-'
- \,
WERE NOT FIELD VERIFIED, A NAIL & _WASHER WERE SET OVER THE POINT.b
fqs 4q,0_r
\
rj?
.V
SURVEY VAUD ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE
\ £
--- r'
BURIED MONUMENT
SURVEYOR PRESENT ON IT
'TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISON
N) e. °e R=t r LUNO
J44'OJ"K'Br
CHISLED %
PLING ANFDACTS IANG REGULATIONSOF RECORD, IF
ANDSN
RESANYTRAND
�.
6yMfag' -
f_
SS,
CT S AN
TITLE SEARCH MAY DISCLOSE. N8521'se'W83ss'MEAS
NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS,
EXISTING U71UTY LOCATIONS AREFROMUTILITY COMPANIES' RECORDS ..
AND/OR ABOVE GROUND INSPECTIONS. -
FL000 PLAIN:' NO PORTION OF THIS PROPERTY IS WITHIN A SPECIAL ' -
FLOOD HAZARD AREA (SPHA) BASED UPON A FEDERAL EMERGENCY
MANAGEMENT. AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) OR A
FLOOD HAZARD BOUNDARY MAP (FHBM): COMMUNITY PANEL NO. "Q16T__0Q5
AS DArED:-AUgUST S. 1985
LOT 1, KRESGE-CHOWNING SUBDIVISION CONTAINS 779 PARKING SPACES
NOTE: SOME OF THESE PARKING SPACES MAY BE CONTROLED BY OTHERS
50
25
PER PLAT BOOK. 32 PAGE 49
tFGAL_QE5L_PIPT_QN_- ENTIRE SHOPPING CENTER
BEING A TRACT OF LAND IN THE NEI/4 OF THE NEI/4, SECTION 3
NWI 4 F HE NWI 4 ON 4 T- -N
T -2-N. R-13 �W AND THE / 0 T / SECTION 3 2
W, PULASKI COUNTY, ARKANSAS AND BEING MORE PARTICULARLY DESCRI
AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF THE NWI/4 OF THE NV
SAID SECTION 34 ALSO BEING THE SOUTHEAST CORNER OF THE NEI/4
NEI/4 OF SAID SECTION 33; THENCE N89'41'W AND ALONG THE SOUTH
LINE OF SAID NEI/4 OF THE NEI/4 OF SECTION 33, A DISTANCE OF
629,20' TO A POINT IN A CURVE TO THE LEFT HAVING A RADIUS OF
1175.92' SAID POINT BEING IN THE EASTERLY R.O.W. UNE OF
SHACKLEFORD ROAD; THENCE ALONG SAID CURVE AND WITH THE EASTEF
R.O.W. LINE OF SHACKLEFORD ROAD, A DISTANCE OF 120.00', SAID CUR\
HAVING A CHORD BEARING OF N04'13'15'W AND CHORD DISTANCE OF
119.25' TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIO:
1115.92'; THENCE ALONG SAID CURVE AND CONTINUING WITH THE EASTEI
R.O.W OF SHACKLEFORD ROAD A DISTANCE OF 136.33', SAID CURVE HA\
A CHORD BEARING OF NO3'31'43"W AND CHORD DISTANCE OF 136.25;
THENCE NOO'00'53'W AND CONTINUING WITH THE EASTERLY R.O.W. LINE
OF SHACKLEFORD ROAD A DISTANCE OF 281.20' TO A POINT IN A CURV
THE LEFT HAVING A RADIUS OF 60296; THENCE ALONG SAID CURVE At
CONTINUING PATH THE R.O.W. UNE OF SHACKLEFORD ROAD A DISTANCE
264.99', SAID CURVE HAVING A CHORD BEARING OF N12'10'W AND A
CHORD DISTANCE OF 262.80'; THENCE N74'40'E LEAVING THE EASTERLY
R.O.W LINE OF SHACKLEFORD ROAD. A DISTANCE OF 148.5; THENCE
N15'20'W A DISTANCE OF 162.7' TO A POINT IN THE SOUTHERLY R.O.W.
LINE OF RODNEY PARHAM ROAD; THENCE ALONG THE SOUTHERLY R.O.W.
OF RODNEY PARHAM ROAD THE FOLLOWING BEARINGS AND DISTANCES:
S7518'E A DISTANCE OF 87.56'; S64'15'E A DISTANCE OF 80,30';
SSO'38'E A DISTANCE OF 497.50'; S60'00'W A DISTANCE OF 94.80;
S5517'E A DISTANCE OF 75.60' TO THE NORTHWEST CORNER OF LOT -1,
BURROWS AND CHOWNING SUBDIVISION; THENCE SOVOWE ALONG A
WESTERLY LINE OF SAID SUBDIVISION A DISTANCE OF 211.60'; THENCE
S60'17'E ALONG SAID SUBDIVISION A DISTANCE OF 33.30; THENCE
S48TOST ALONG SAID SUBDIVISION A DISTANCE OF 216.70; THENCE
SOl'06'E A DISTANCE OF 230.40'; THEI4CE N89'41'W ALONG SAID
SOUTH LINE A DISTANCE OF 330.0' TO THE POINT OF BEGINNING AND
CONTAINING 15.95 ACRES MORE OR LESS, LESS AND EXCEPT THE FOLD
TRACTS;
ExQLP_1l9iH�1
A 10' STRIP ALONG RODNEY PARHAM ROAD (LABELED ON PLAT AS ADDI
DEDICATION) BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF THE NWI/4 OF THE NWI/•
SAID SECTON 34; THENCE S89'41'E A DISTANCE OF 330.00'; THENCE
NOI'06'W A -DISTANCE OF 230.40'; THENCE N48'08'W A DISTANCE OF
216.70'; THENCE N6017"W A DISTANCE OF 33.30'; THENCE N01'06'W
A DISTANCE OF 211.60' TO THE NORTHWEST CORNER OF SAID LOT -1,
BURROWS AND CHOWNING SUBDIVISION SAID POINT BEING IN THE SOUMI
R.O.W. LINE OF RODNEY PARHAM ROAD, SAID POINT BEING THE TRUE PC
OF BEGINNING; THENCE ALONG THE SOUTHERLY R.O.W. LINE OF ROONE'I
PARHAM ROAD THE FOLLOWING BEARINGS AND DISTANCES: N5517'W A
DISTANCE OF 75.60; N60'00'W A DISTANCE OF 94.80; N60'38'W
AISTANC E OF 4 7.50'' N64'I5'W A DISTANCE F
D E 9 $ E U 80.30';
N75'18'W A DISTANCE OF 87.56'; THENCE S15'20'E LEAVING SAID
SOUTHERLY R.O.W. UNE A DISTANCE OF 11.55; THENCE S75'18'E A
DISTANCE OF 80.81'; THENCE S64'15'E A DISTANCE OF 79,02% THENCE
S60'38'E A DISTANCE OF 497.13'; THENCE S60'001 A DISTANCE
94.33'; THENCE S5517'E A DISTANCE 82.40'; THENCE NOVOWIN A
DISTANCE OF 12.33' TO THE POINT OF BEGINNING AND CONTAINING 0.19
ACRES MORE OR LESS.
£AcuILOri..12
A 25' FOOT STRIP ALONG THE SOUTH PROPERTY LINE (LABELED ON PLP
SERVICE EASEMENT) MORE PARTICULARLY DESCRIBED AS FOLLOWS: SEGI
AT THE SOUTHWEST CORNER OF THE NWI/4 OF THE NWI/4 OF SAID SE
341; THENCE N89'41'W ALONG THE SOUTH LINE OF THE NEI/4 OF THE
NEI/4 OF SECTION 33 A DISTANCE OF 629.20' TO A POINT IN A CURVE
THE LEFT HAVING A RADIUS OF 1175.92', SAID POINT BEING IN THE
EASTERLY R.O.W. UNE OF SHACKLEFORD ROAD; THENCE ALONG SAID CU
WITH THE EASTERLY R.O.W. OF SHACKLEFORD ROAD A DISTANCE OF 25.1
THENCE S89'41'E A DISTANCE OF 959.55; THENCE SOVOWE A
DISTANCE OF 25.01' TO THE SOUTH LINE OF THE NWI/4 OF THE NWI/4
SECTION 34; THENCE N89'41'W ALONG SAID SOUTH LINE A DISTANCE OF
330.0' TO THE POINT OF BEGINNING AND CONTAINING 0.55 ACRES MORE
LESS. THE TOTAL COMMERCIAL CENTER LESS EXCEPTIONS #i AND (j2
CONTAINS 15.20 ACRES MORE OR LESS.
@OUNDARY DESCRtPTQJ;L=e1B_IES_SURVE
LOT i OF THE KRESGE-CHOWNING SUBDIMSION, UTTLE ROCK,
ARKANSAS AS RECORDED AT PLAT BOOK 32, PAGE 49, OF THE RECORC
THE CIRCUIT CLERK OF PULASKI COUNTY, ARKANSAS, MORE PARTICULAR
DESCRIBED, ASBASED ON BOUNDARY RETRACEMENT SURVEY BY DAN B.
ROBISON, RLSy1056, DATED AUGUST 20, 1992, AS FOLLOWS:
PART OF THE NE1/4 OF THE NET/4, SECTION 33, AND PART OF 1
NWI/4 NWI/4, SECTION 34, TOWNSHIP 2 NORTH, RANGE 13 WEST, PULA
COUNTY, ARKANSAS DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID NWI/4 NWI/4
SECTION 34, A FOUND 1/2' REBAR ROD; THENCE N87'43'38"W (BASED
UPON P.A.G.I.S. PLANE COORDINATE SYSTEM), ALONG THE SOUTH LINE C
SAID NEI/4 NE1/4 OF SECTION 33, FOR 629.16 FEET TO A BURIED
MONUMENT; THENCE NOO-01-42"E FOR 25.02 FEET TO THE POINT OF
BEGINNING BEING AT THE INTERSECTION OF THE NORTH LINE OF A 'SER
EASEMENT" AS SHOWN ON SAID PLAT BOOK 32, PAGE 49, AND THE EA:
RIGHT OF WAY UNE OF SHACKLEFORD ROAD; THENCE ALONG SAID EAST
RIGHT OF WAY UNE AS FOLLOWS: ALONG A 1175,92 FOOT RADIUS, NON'
TANGENT CURVE CONCAVE TO THE WEST, WITH A CHORD BEARING AND
DISTANCE OF N0252'54'W 94.40 FEET, FOR 94.43 FEET TO A BURIED
MONUMENT; THENCE ALONG A 1115.92 FOOT RADIUS CURVE CONCAVE T
EAST, WITH A CHORD BEARING A DISTANCE OF NOt'40'56-W 136.25 FEE'
FOR 136.34 FEET TO A BURIED MONUMENT; THENCE x101'49'04"E FOR
281.19 FEET TO A BURIED MONUMENT; THENCE ALONG A 566.89 FOOT i
CURVE CONCAVE TO TIE WEST, WITH A CHORD BEARING AND DISTANCE
N1013'07"W 262.77 FEET, FOR 265,18 FEET TO A FOUND 1/2" REBAR
ROD; THENCE, LFAVNG SAID RIGHT OF WAY LINE, N76'52'22'E FOR
146.54 FEET TO A FOUND 3/4' REBAR ROD; THENCE N13'22'03'W FOR
151.01 FEET TO A BURIED MONUMENT ON THE SOUTHERLY RIGHT OF WA
OF RODNEY PARHAM ROAD; THENCE ALONG SAID SOUTHERLY RIGHT OF
LINE AS FOLLOWS: S73'41'12'E FOR 80.81 FEET; THENCE S67'50'26'E
FOR 79.47 TO A FOUND IRON SPIKE; THENCE S5845'01'E FOR 184.30
FEET TO A FOUND 1/2' REBAR ROD; THENCE S58'44'46"E FOR 312.87
FEET TO A FOUND 1/2' REBAR RDD; THENCE S58'06'16'E FOR 94.38 FE
TO A FOUND 1/2' REBAR ROD; THENCE S53'38'61'E FOR 81.79 FEET T(
A FOUND 1/2' REBAR ROD; THENCE, LEAVING SA10 SOUTHERLY RIGHT C
WAY, SOO.5312-W FOR 199.80 FEET TO A FOUND I' STEEL ROD; THENC
S5816'17'E FOR 33.51 FEET TO A FOUND 1/2' REBAR ROD; THENCE
54616'27"E FOR 218.73 FEET; THENCE SC"1'26-W FOR 205,40 FEET
TO A POINT ON THE NORTH LINE OF SAID SERVICE EASEMENT'; THENG
N8T4.3'38`W. ALONG SAID NORTH UNE, FOR 959,52 FEET TO THE POINT
OF BEGINNING, CONTAINING IN THE NEI/4 NE1/4, SECTION 33: 12.03
ACRES MORE OR LESS AI4D IN THE NWI/4 NWI/4, SECTION 34: 3.15 A(
MORE OR LESS, FOR A TOTAL OF 15.10 ACRES MORE OR LESS.
GRAPHIC SCALE
( IN FEET }
I inch = 50 ft.
p
McClelland WART REPLAT OF LO
RESGE-CHOWNINGSL
1) ,S CNI+D TO SER.Vf.'] Consulting -----' ------------ _�
E Engineers KMART #3120
Incorporated LITTLE ROCK ARKANSAS
Little Rock AR Fayettevilie AR I APPROVED I DRAWN BY DATE SHEET
DDSM DCS A_ 11--9-92 1
t 1 t, 1 I .,CAL JOB NO FIELD BOOK /
JCC. TrKrarr': 18:1.1 tJ.0>,ila<)e ) �ILR92-'5918 Is