HomeMy WebLinkAboutS-0867-EEEEE MapG
ARKANSAS STATE NwY f 10
JOET. ROBINSON
W"
SCHOOL
THIS PLAT
Q'
r
QVL& PAiea1•AY
VICINITY MAP
HIS
ARKANSAS STATE PLANE COORDINATES
NORTH ZONE
N 174141.13 E 1165750.07
N 174132.91
N 174087.62
N 174106.41
N 174101.38
N 173213.11
N 173248.59
N 173298.99
N 173850.23
N 173843.45
1165521.80
1165469.39
1165740.43
LEGAL DESCRIPTION
MONUMENT
PART OF SECTION 15, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS, MORE
PARTICULARLY DESCRIBED AS:
found iron pin
set 5/8" iron
pin
BEGINNING AT THE NORTHEAST CORNER OF LOT 1, CHENAL VALLEY, PHASE 2
found AHTD R/W marker
COMMERCIAL, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS (PLAT
found AHTD R/W
marker
BOOK F, PAGE 412); THENCE N01'51'16"E, 8.24 FT. TO A POINT ON THE SOUTH
set 5/8" iron
pin
RIGHT-OF-WAY LINE OF ARKANSAS STATE HWY #10; THENCE EASTERLY ALONG SAID
set 5/8" iron
SOUTH RIGHT-OF-WAY THE FOLLOWING: (1) S83'03'39"E, 77.99 FT.; (2)
set 5/8" iron
pin
N89'47'15"E, 498.76 FT.; 3 S88'3003"E, 339.67 FT.; (4)
(5)
pin
S77'05'54"E, 202.82 FT.; N73'11'55"E, 65.00 FT. AND (6)
set 5/8" iron
pin
S84'10'43"E, 49.56 FT. TO A POINT ON THE EAST LINE OF THE NW1/4
set 5/8" iron
pin
SE1/4, SAID SECTION 15; THENCE S01'52'19"W ALONG SAID EAST LINE,
set 5/8" iron
pin
888.75 FT.; THENCE N88'34'02"W, 1418.92 FT. TO A POINT ON THE
set 5/8" iron
pin
EAST RIGHT-OF-WAY LINE OF CHENAL PARKWAY; THENCE NORTHERLY ALONG
found iron pin
SAID EAST RIGHT-OF-WAY LINE BEING THE ARC OF A 1095.92 FT. RADIUS
found iron
CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N06'45'30"W,
pin
50.75 FT.; THENCE N05'25'53"W AND CONTINUING ALONG SAID EAST
RIGHT-OF-WAY LINE, 553.73 Fr. TO THE SOUTHWEST CORNER OF SAID LOT
1, CHENAL VALLEY, PHASE 2 COMMERCIAL; THENCE S88'34'02"E ALONG
THE SOUTH LINE OF SAID LOT 1, 271.12 FT. TO THE SOUTHEAST CORNER
THEREOF; THENCE N01'51'16"E ALONG THE EAST LINE OF SAID LOT 1,
297.83 FT. TO THE POINT OF BEGINNING, CONTAINING 28.6301 ACRES,
MORE OR LESS, WHICH INCLUDES WITHIN ITS BOUNDARIES, THE FOLLOWING LOT:
TRACT 61, MAUMELLE ORCHARD, A SUBDIVISION IN SECTION 15, T-2-N,
R-14-W, AS SHOWN ON PLAT RECORDED IN PLAT BOOK 1, PAGE 211.
LAND OWNER
WAL-MART STORES, INCORPORATED
INSTR. # 2003022191
RECORDED ON 3/11/03
\ ss mh
owl \
TEAACO
11 �q ws Ar POWER & LIGHT
Min +,.,, sS PFEIFER �� 1M Z
mhDEVELOPMENT CO. ! -T 0
224 e _ Ar POWER & LIGHT metol tower ` rw m
24" "P 0-361.62 42, fes 42-r- B. \a GLENN & DLGFG ,til, � it 'j o
-353.a2 R W LIN Ss 6 00
0
4f fes 16 \\��.�,,6196 GA TRUST EUGENE M. PFEIFER III y� r, W
GIBBONS
b - �6. III M�
n-35zR 6' chnik. fence \ pp p� pp 4' chnik. fence R/W LINE
f1-348 46 _ 1
8' mp =f1-347.91 r 4' h n e - _ _ OH �-
_�`1-- fl-336.22 = r=-335.33 6 1 P 16 2 i ,
4�• I-340.61 = FI-340.3 1 c P � 4i , , , � f1-316.90
as g 1 ., c -- L � m
6 T is \\\\ v' ',+', # 'i'-r-r---- ry-�£
--- - fl- 345.24 ARKANSAS STATE HWY. 7 > =111 -
ss mh Fp s \\\�\� r , , , Ss r�� 1Im �3 3 S85'42'14°E 15' SAN. SEWER ESMT. �` �' i I I I
S \\\�W fl- 345.68 , 15' SAN. SEWER ESMT. rim-338.27 fl-3 1 35 .O6' C.f , , 1 N73'11
1— 99-020455 fl-3 INSTR. 99-020455 '0 1 , 1 v I I I 65.
I , -qnio
SS
100 0 100
ss mh
70
(50 YtgR SENT
fl
Scale 1" = 100 ft
300
HWY 10/CHENAL PKWY LLC
R1095.92'
CDN05'32'12"W
LC4.03'
RAW UNE /
- - - - - NORTgFi LE D
DRIVE
04095.92'
CDN06'51'49 W
LC46.73'
CHENAL VALLEY
DuQUESNE Neighborhood
LOT 4
PART OF SECTION 15, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS MORE
PARTICULARLY DESCRIBED AS:
COMMENCING AT THE SOUTHWEST CORNER OF LOT 1, CHENAL VALLEY, PHASE
2 COMMERCIAL, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS
(PLAT BOOK F, PAGE 412); THENCE S05'25'53"E ALONG THE EAST RIGHT-
OF-WAY LINE OF CHENAL PARKWAY, 313.33 Fr. TO THE POINT OF
BEGINNING; THENCE N61'02'22"E, 36.93 FT; THENCE S8834'02"E.
138.87 Fr.; THENCE S43'34'02"E, 30.41 Fr.; THENCE S01'25'57"W,
206.31 FT.; THENCE S25'38'29"W, 36.72 Fr.; THENCE N88'35'14"W,
147.95 Fr. TO A POINT OF THE SAID EAST RIGHT-OF-WAY LINE OF CHENAL
PARKWAY; THENCE NORTHWESTERLY ALONG SAID EAST RIGHT-OF-WAY LINE
BEING THE ARC OF A 1095.92 FT. RADIUS CURVE TO THE RIGHT, A CHORD
BEARING AND DISTANCE OF NOS-32'12"W, 4.03 Fr.; THENCE
N05'25'53"W CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE 240.39
FT. TO THE POINT OF BEGINNING, CONTAINING 1.0539 ACRES MORE OR
LESS.
\0 ' " `T�2.64 NOI-51-16"EqK7
77h
.+_- �""_�___`='a_ __- '�'+-
f1-340.02 8,24' 10\, `+ S 3'135D-`E 224.41~ -------�8;Z38�-"_594.01__-_-_-_-_-_ __Poifatofegin1 +', , _ flm341862 S76'O6'55"-�`- t-� i gs rct� 40'-LANDSCAPE BUFFER �15' DRAINAGE ESMT rm-323.36- -
0 26.6T=-.-14.5' aim-346.92 '+ �',nm- 40.57 -------+------ -
�@8'3 ' f1-309.64
14.5'-� f1-335.40 1-328.�0 N89'48'53"E - - - - - ' - ' - F - ' - er - - - 86'46'21'E
N 'II`, I1` 565.86' - - - • - � - . 531.91- 15_San. Sewer Esmt, - . - 62!i'5
RIVERCITY ENERGY ------------------.-_-----_
7. N0125'5 "E
.� o----------�--.i'~+---,---------1-� 100' BLDG. LINE-_`_54.74�
( m LOT 1 h �! `, I` 'I I S81'43'5"E
N 143.97
fes flCHENAL VALLEY
I f1-349.07
PHASE 2 COMMERCIAL 1
PLAT BK. F. PG. 412 �I pp10g�A F5
73 C.F.S., 3.7 w OpK 6J9),PGM\143
1 0 (25 YEAR EVENTC ems. a 80 ,11 1 I
)F�
1 ICI
O�1 nsn-353.17 o�gl � 1` ``
6 f1-343.02'�, ;I
11 1I `, N.
88'34'02"E,_ 271.12' ` el
�I 1 LOT 2
I I ` ` 1
'Ill I
I I ss mh 1
r1m-352.69 NI^ �11I I
1 ' fl-343.85 1 11
LOT 3If
0 `+ tf
021 M76n I I \ 0
It +1 1
5. I N65.02' S01'25'57 W 1 ,,t 1 1' 111
I 29.1f 27.74' Pd '\
"r S46'25'58 W ` k '1 `+
h I I 150.61 2"Y1 32.53' '`,`11 ` a
I
a � I '� S883 .E
138.87 S43-34-02"E
w ` 30.41' I 1
�rn N61-02 "E
street Io36.93 N 1 ,
sign m 1 I, I
s m-364.30
fl-345.07
LOT 4 NIA
I
1,1;, 1 1 1 I
I 15' SAN. SEWER ESMT. it
I I INSTR. # 99-020455 1 '11, I 1 I I
' I TO BE ABANDONED " `I
`I'11 20' DRAINAGE
I I
_ S88'34D2"E EASEMENT
� 5253 I �8'29 W - 544.94-San. Sewer E- _ _, _
N88.35'1d 147.95 36_72'- F°-
7.N01'46'49"E 45' ACCESS EASEMENT I
I 59.22' ' u'
- J I 489.47'
3.54' 567.93' I , I N88'34 02 W 1418.92
45' ACCESS EASEMENT
G 70.65' . _ / , , I
1.�.., - - - - - T - _______-___ _�� ��,_u S01'25'58W ��
T I - - - - - - - ; 90.00'
- 60.81 / '`+' i
I
1
f1-346.30 / it it v'
\ U N
\ V 20' DRAINAGE ESMT DELTIC TIMBER CORPORATION
ti
\ w to W
N
h
:".'. nm-352.90 Ci to 1
fl-347.05
to metal
\ LOT 3
\ PART OF SECTION 15, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS MORE
\ PARTICULARLY DESCRIBED AS:
BEGINNING AT THE SOUTHWEST CORNER OF LOT 1, CHENAL VALLEY, PHASE 2,
\ COMMERCIAL, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS (PLAT
BOOK F, PAGE 412); THENCE S88'34'02"E ALONG THE SOUTH LINE OF
SAID LOT 1, 271.12 Fr. TO THE SOUTHEAST CORNER THEREOF; THENCE
S01'51'16"W, 148.49 FT.; THENCE S37'07'16"W, 69.18 Fr.; THENCE
S01'25'57"W, 27.74 FT.; THENCE S46'25'58"W, 32.53 FT.; THENCE
N88'34'02'W, 150.61 Fr.; THENCE N65'02'17"W, 29.14 Fr. TO A
POINT ON THE EAST RIGHT-OF-WAY LINE OF CHENAL PARKWAY; THENCE
N05'25'53'W ALONG SAID EAST RIGHT-OF-WAY LINE 245.53 FT. TO THE
POINT OF BEGINNING, CONTAINING 1.4126 ACRES MORE OR LESS.
_ 28,94i'I 'IPP( ri h m- 2.85
7T05'54V 1IT 0$.45
202.82' 111 70.721 N81'43'58'W 277.23'
01 S0T26'177I'E
15' SAN. SEWER ESMT.
S8634'02"E
1
50.46'
3.65'
IP
��
I�
W
133.80'
79 C.F.S. FROM
NO1358"E
DE
TENTION BASIN380
739 C.F.S. FROM
'OFFSITE
N8834'02"W
1I
7,73'
22.74'
r
I
p
I ! m
1
�II1�
11
III
�
N029255'30'E
I
I I 305.00'
I
;
I
III
0' AP&L R/W
F1 THE BIBLE
JIT COURT CASE
vs No. 82207
DELTIC IPA1
CHURCH
I 1
20' DRAINAGE-,,
�+7.97'
1
�oIN
mW
/
PP
�o l N
I
�
155,44' I
z
222.20' _
1. Owner/Developer
S11ATU
s� fo�' L LA
®tgo N1NO.8339 �
LEGEND
fire hydrant
%
water valve
-BO
2" water blow -off
®
water meter
®
water hydrant
12'W
12" watermain
EE
electric box
ss mh
sanitary sewer manhole
light pole
�E-
fence
rcp
reinforced concrete pipe
Cmp
corrugated metal pipe
PE
polyethelene pipe
-IN_
curb inlet -drainage
Q
junction box -drainage
Pp
power pole
gp
guy pole
}'--
guy wire
OHP
overhead power
LW
elevation low wire
tr=
telephone riser
telephone manhole
®
buried telephone cable
-T-
buried telephone sign
fes
flared end section (culvert)
rcp
reinforced concrete pipe
CmP
corrugated metal pipe
SS
sanitary sewer main
edge woodsline
fiber-optic sign
UFO
buried fiber-optic cable
®
cable tv riser
tv
buried cable tv sign post
0
gas regulator
'T7
buried gas pipeline sign
G®
gas valve
GM®
gas meter
- - --
proposed storm sewer
proposed headwall
CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY
I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS
PLAT CORRECTLY REPRESENTS A BOUNDARY
SURVEY MADE OR VERIFIED BY ME THAT ALL
SURVEYING REQUIREMENTS OF THE STATE OF
ARKANSAS AND CITY OF LITTLE ROC UBDIV SIGN
RULES AND REGULATIONS HAVE B N MPLIED
27 � SIGNED
DATE OF EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY
I, DEAN L. CARLSON, HEREBY CERTIFY
THAT THIS PLAT CORRECTLY REPRESENTS A
PLAT MADE BY ME, AND THAT THE
ENGINEERING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPLIED WITH.
O
D TE F EXECU EAN CARLSON
REGISTERED PROFESSIONAL
ENGINEER NO. 8339, ARKANSAS
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION
RULES AND REGULATIONS RELATIVE TO THE PREPARATION
AND SUBMITTAL TO A PRELIMINARY PLAT HAVING BEEN
FULFILLED, APPROVAL OF THIS PLAT IS HEREBY GRANTED,
SUBJECT TO FURTHER PROVISIONS OF SAID RULES AND
REGULATIONS. THIS CERTIFICATE SHALL EXPIRE
DATE
SIGNED,
DATE OF EXECUTION NAME,
L.R. PLANNING
COMMISSION
(Code 1961, § 37-18(e)(1), Ord. No. 15,929, § 1(g)
9-4-90; Ord. No. 16,341 § 1(qq), 1-19-93
GENERAL NOTES:
1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS
2. ALL EASEMENTS SHOWN ---- ARE TO BE USED
FOR DRAINAGE AND/OR UTILITIES.
3. LOTS WITH ROUNDED CORNERS ARE
MEASURED TO A POINT OF INTERSECTION
OF LOT LINES AND NOT POINTS ON A
CURVE.
4. DISTANCES SHOWN ALONG CURVES ARE
CHORD DISTANCES.
5. ERROR OF CLOSURE: EXCEEDS 1:50.000
LOT 2
PART OF SECTION 15, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS, MORE
PARTICULARLY DESCRIBED AS:
BEGINNING AT THE NORTHEAST CORNER OF LOT 1, CHENAL VALLEY, PHASE 2
COMMEPCIAL, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS (PLAT
BOOK F, PAGE 412), THENCE NGI'51'16"E, 8.24 FT. TO A POINT ON THE
SOUTH RIGHT-OF-WAY LINE OF ARKANSAS STATE HWY 10; THENCE EASTERLY
ALONG SAID SOUTH RIGHT-OF-WAY THE FOLLOWING: (1) S83'03'39"E,
77.99 Fr.; (2) N89'47'15"E, 498.76 Fr.; (3) S88'30'03"E, 339.67
FT.; (4) S7T05'54"E, 202.82 FT.; (5) N73'11'55"E, 65.00 Fr.
AND (6) S84'10'43"E, 49.56 FT. TO A POINT ON THE EAST LINE OF THE
NW1/4 SE1/4, SAID SECTION 15; THENCE SO1'52'19"W ALONG SAID EAST
LINE, 888.75 Fr.; THENCE N8834'02'W, 1418.92 FT. TO A POINT ON
THE EAST RIGHT-OF-WAY LINE OF CHENAL PARKWAY; THENCE NORTHERLY
ALONG SAID EAST RIGHT-OF-WAY LINE BEING THE ARC OF A 1095.92 FT.
RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF
N06'51'49"W, 46.73 FT.; THENCE S88'35'14"E, 147.95 Fr.; THENCE
N25'38'29"E, 36.72 FT.;THENCE NOi'25'57'E, 206.31 FT.; THENCE
N43'34'02"W, 30.41 FT.; THENCE N88'34'02"W, 138.87 Fr.; THENCE
S61-02'22"W, 36.93 FT. TO A POINT ON THE EAST RIGHT-OF-WAY LINE
OF CHENAL PARKWAY; THENCE N0525'53"W, ALONG SAID EAST RIGHT-OF-
WAY LINE, 67.80 FT.; THENCE S65'02'17"E, 29.14 FT.; THENCE
S88'34'02"E, 150.61 Fr.; THENCE N46'25'58"E, 32.53 FT.; THENCE
N01'25'57"E, 27.74 FT.; THENCE N37'07'16"E, 69.18 FT.; THENCE
N01'51'16"E, 148.49 Fr. TO THE SOUTHEAST CORNER OF LOT 1, CHENAL
VALLEY, PHASE 2 COMMERCIAL; THENCE N01'51'16'E ALONG THE EAST
LINE OF SAID LOT 1, 297.83 FT. TO THE POINT OF BEGINNING,
CONTAINING 26.1637 ACRES MORE OR LESS.
PLAT OF
2
3 & 4
CHENAL VALLEY
PHASE ,_' COMMERCIAL
Wal-Mart Stores, Inc.
702 S.W. Sth Street
Bentonville, Ar. 72716-0550
2. Average size of lot: 9.54 acres.
3. Number of lots: 3.
4. Source of water supply. Central Arkansas Water.
5. Source of Wastewater Disposal: LRWWU.
6. Survey done November 11, 2002 by White-Daters & Associates.
7. Lots 2,3, and 4 zoned "C3-Commercial".
NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY,
AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP
FOR PULASKI COUNTY, ARKANSAS.
LOTS
BEING PART OF SECTION 15
T-2-N, R-14-W
PULASKI COUNTY, ARKANSAS
FEBRUARY, 2004
Cnirls"imc"Inkslalti"IMIX
E N G I N E E R S
7731 Hwy 70, Suite 210 Bartlett, TN 38133
Ph.(901)384-0404 Fax(901)384-0710
LITTLE ROCK PLANNING COMD:4ISSION
APPR VEO, SUBJECTTO THE '.ONDITIONS
AS NOTED IN THE PIANNI „(' ??i: ISS,! I
MINUTE R ORD DATED 0 U �t�
BY:
DATE:
�2ECFTV�D
FEB 2 5 2004 F
BY:
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c , i,ifla Port, 11-1-..111...r.,w., Iw a' AT n?M19 Y14 nTd@<L PM Wklr Hiv