HomeMy WebLinkAboutS-0057-G Map 1LEGAL. DESCRIPTION
A tract of land situated in parts of Sections 28, 29, 32, and 33, Township
2 North, Range 12 West of the Fifth Principal Meridian, City of Little
Rock, Pulaski County, Arkansas, being more particularly described as follows
Commencing at the Southeast corner of the Northwest 'r, of the Southwest
i4, Section 33, Township 2 North, Range 12 West; thence N 01" 35' E, 464.00
feet to the Point of Beginning; thence N 88" 43' W, 687.21 feet to a point
on the East Right -of -Way line of the Chicago, Rock Island and Pacific Rail-
road; thence along said East Right -of -Way line N 51° 41' W, 1,237.63 feet;
thence continuing along said East Right -of -Way line along a curve to the
right, said curve having a radius of 1,382.40 feet and a chord bearing and
distance of N 33" 25' 50" W, 865.96 feet; thence continuing along said East
Right -of -Way line N 15" 10' 40" W, 3,976.88 feet to its intersection with
the East Right -of -Way line of Rebsamen Park Road; thence along said East
Right -of -Way line of Rebsamen Park Road N 11° 48' E, 139.03 feet; thence
continuing along said East Right -of -Way line of Rebsamen Park Road
N 05" 04' E, 113.20 feet to its intersection with the centerline of Jordan
Bayou; thence along said centerline of Jordan Bayou having, the following
bearings and distances: S 49" 06' E, 56.30 feet; N 53" 53' E, 61.00 feet;
N 49° 59' E, 125.10 feet; N 45° 51' E, 117.40 feet, N 440 33' E, 168.80
feet; N 75° 57' E, 67.70 feet; N 60° 23' F., 235.10 feet; N 58" 07' E, 127.00
feet; N 45" 54' E, 109.70 feet; N 86" 50' E, 104.40 feet; N 83" 03' E,
157.20 feet to its intersection with the Ordinary High Water Line on the
West bank of the Arkansas River; thence along said Ordinary High Water
Line with the following bearings and distances: S 40" 13' 20" E, 166.87
feet; S 24' 26' 40" E, 276.02 feet; S 24" 02' 4011 E, 526.84 feet;
S 46" 12' 20" E, 162.97 feet; S 18' 37' 40" E, 565.65 feet; S 27" 00' 20" E,
672.37 feet; S 170 57' 20" E, 696.50 feet; S 27° 25' 40" E, 713.30 feet;
S 23" 15' 20" E, 292.35 feet; S 22° 15' 20" F., 396.92 feet; S 24" 22' 00" E,
665.15 feet; S 25" 56' 40" E, 346.96 feet; S 25" 33' 40" F, 247.13 feet;
S 14° 18' E, 122.76 feet; S 60" 21' E, 121.17 feet; S 35° 32' 40" E,
119.41 feet;S 28" 09' 20" E, 326.97 feet; thence S 37" 26' W, 22.88 feet;
thence N 88' 51' 40" W, 329.75 feet; thence S 01° 14' 40" W, 426.27 feet;
thence N 88" 37' 40" W, 357.15 feet to the Point of Beginning and contain-
ing 254.62 acres, more or less in total area.
Less and except Tract A-1, Tract D-2A, Tract F-2A, 'tract J-1, Tract K-1,
Tract K-2, Tract N-1, Tract N-1A, Tract N-2, Tract 0-2, Tract 0-3,
Tract 0-3A, and dedicated street Rights-of-Wav resulting in a net area
of 168.30 acres, more or less.
I
m, •\, 9 N
o -
3 � q.
;ANFRE�� ROAD
RIVERDALE DEVELOPMENT
L/Ifle Rock
li
I'
_ ---_--INTERS Fd rE 630
------
VICINITY MAP
-.GALE 1"=4000'
a0p3� 51\
Ni 563
9°i t
i ,YiiWil
II 448 E , -
13.i 9 003
280
ARKANSAS ,.
,j
9 ° 4 30
s 2 T 6
i
--
CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY
I, Ronnie Hall 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.
rAft I{S t f
Date of Firecution Ronnie D. Hall, Registered
Land Surveyor
No. 865, Arkansas
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY
I, Ronnie D. Hall 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.
i 1I�
Date of ExecTition Ronnie D. Hall, Registered
Engineer, No. 161A
Arkansas
CERTIFICATE OF PRELIMINARY PLAT APPROVAL.
All requirements of the Tittle Rock Subdivision Rules
and Regulations relative to the preparation and sub-
mittal of 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
Date of Execution L. R. Planning Commission
°5T' 2i
5 IT 50
69r'
2''0 240
N
250
oz
Z 2T° 6�23T
\ 28 33
\ 29 32 '
40 _
Id ;
0
I
Z
I
RISER.--�
rG
O i FLP.
2
,y9 09 9T ev
Z 32e'. "
N
m
to
a
n
CF. S 1014'40" W 426.27' F.I.P.
�
o
m
N I"35'E
V
i FLP 484.0'
Z SE Cor. NW 1/4,
TW2I N, R-12-W
ACC 2 \ //
//a0 RQW AGE 1 IF— 2.0- _ I
A '.
1 •.
� :::• '� i///�'u ® � �� � /yam C
i
�-7 2e '16
ro 0' /
�IA.�
e
1
{
. 27'BACK TO BACK OF CURB
2/
21/2"A.C.H,M. SURFACE COURSE
8"CRUSHED STONE BASE COURSE
--TOP CURB
ROLL TOP
CURB(TYP6ERBEND ROAD -TYPICAL SECTION
J/Z" Scale: None
/ 80,
8.5' 24'BACK TO BACK I 151MEDIAN 24' BACK TO BACK 8.5'
1 OF CURBS LAND- OF CURBS I
SCAP ING
2 112" A.C.H.M 21/2"A.C.H.M.
SURFACE COURSE SURFACE COURSE 3
8 CRUSHED STONE B CRUSHED STONE o
BASE COURSE BASE COURSE llr
3, I
o I
2 %"
STA14I4F2I2/T
NDARD 3JL:j�:—
CURB(TYP.) FUTURE SIDEWAL
BY TRACT DEVELOPER
1ALLIED CENTRE BOULEVARD -TYPICAL SECTION
Scale: None
REVISED JUNE 1981 /
PLEASANT VALLEY, INC,
LITTLE ROCK, ARKANSAS
UUN 15 II RIVERDALE ADDITION
.rrE u
AMENDED PRELIMINARY PLAT
IANAM BLUE PRINT CO.
DESIGNED BY: R.D.H. SCALE:
1°=200�
DRAWN BY: D.M.F. GARNER &GARNER, Inc. _
ENGINEERS SHEET No.
CHECKED BY: R.D.H.
DATE: MARCH,1974 LITTLE ROCK, ARKANSAS I of I