HomeMy WebLinkAboutS-0285-WW Map 48
12 &; 5i M NT i
I
J R 100.00,
CDN6,T48'0iE
' LC704,56'
7354i-E If
_ 152.93'
2�275
SAME STORTHZ'
PINEWOOD LAND'COMPANY-,
ACCESS BY PATRICK ..CflvNTY
ZONED_ R"-2
CITY LIMITS LINE.,
RANCH PROPERTIES,
�--_� S8440' w9124�
_ ,40.IJ•
n amc ,
294'
c' 140.ar I s i� 278 s
7
I 28
I 8
' 140.00' 42 ri
s �285
'36'41" 140.00•
49.1
268
/2
w
283 Y 284'--I
-
" a ,267100 "1
140,
711.831
ob w 266 ti -� 20
1 ��5 — fI Rail
/ 1
PQQ�O �� g1.9J W IY' fiN85> 18 W 318
RETIES, INGJ
j
0 0 100 3(
100 ft
I �
' 30ii
'1 � S
\ S 8
3 N S87
,;oob 306 $ s l 3
�
lrl � 2t94 140.00.' n
1% o
3
295 I BTIi
=�" <° \
40
� E�J
1140.00• 3A
I ;
8 140.w j
I '
140.00 � 303 I $ I
_ n
a 297 s 1
,
140.00'Nt
I
If
I NI J
rip
3 I 2 J CJ ' 140.09
�
301
299
119-11 —4 all
i
3o'jI 11'�
0 /!
TRACT
THE RAN H ;
Plat Bk. D, pg.) 265 f J
ZONED R7^ I%
PAGI5
0
6
N
ICH PROPERTIES/ INC.
ZONED R-2%
237
238
!r�
101
nn rn14 sa., u
0/2 "n/4 sea. u
CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
I, Paul M. White, hereby certify that
this plat correctly represents a bound—
ary survey made of verified by me that all
surveying requirments of the State of
Arkansas and City of Little Rock Sub—
division Rules and Regulations have been
compiled with and a copy of said
boundary has been duly filed for record
in offices of the State Surveryor and
the Pulaski County Circuit Clerk on
19_, in Plot Book _Page
Date of Execution Paul M. White, Registered Land
Surveryor No. 1281, Arkansas
CERTIGICATE OF PRELIMINARY
ENGINEERING ACCURACY
1, Timothy E. Daters, hereby certify
that this plot correctly represents a
plat made by me, and that engineering
requirements of the Little Rock
Subdivision Rules and Regulations hove
have been compiled with.
Date of Execution Timothy E. Daters `
Registered Professional
Engineer No. 5033, Arkansas
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
All requirements of the Little Rock
Subdivision Rules and Regulations
relative to the preparation and
submittal of a preliminary plat having
been fulfilled, approval of this plat
is hereby granted, subject to further
provision of said Rules and Regulations
This certificate shall expire.
Date of Execution Planning Administrator
Little Rock Planning Commission
OWNER OR DEVELOPER
OCTOBER 4. 1999
Date of Execution Name Ranch Properties, Inc
900 S. Shackleford Rd., Suite 300
Little Rock, Ar 72211
Address
Source of Tile D.R. Page
Instrument No. Source of Title: 89-62166
CYPRESS POINT III
PART OF THE NW1/4 OF SECTION 13 AND PART OF THE NE1/4 OF SECTION
14, T-2—N, R-14—W, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE WESTERMOST CORNER OF LOT 232, CYPRESS POINT, AN
ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE
S59'47'13"W, 50.00 FT. TO THE NORTHEAST CORNER OF LOT 4, SAID
CYPRESS POINT; THENCE NORTHWESTERLY ALONG THE ARC OF A 175.00 FT.
RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF
N38'46'18"W, 52.09 Fr.; THENCE N47'19'507W, 193.52 Fr.; THENCE
/
NORTHWESTERLY ALONG THE ARC OF A 475.00 FT. RADIUS CURVE TO THE
/ General Notes:
LEFT, A CHORD BEARING AND DISTANCE OF N49'40'28"W, 38.85 Fr.;
1.
Owner & Developer.
THENCE S51-12'467W, 158.41 Fr.; THENCE N56'06'047W, 75.23 Fr.;
—�
Ranch Properties, Inc
THENCE N85'08'18"W, 318.29 Fr.; THENCE S75'59'13"W, 190.12 Fr.;
900 S. Shackleford Rd., Suite 300
THENCE N19'46'32"W, 200.23 FT.; THENCE NO3'37'03"W, 186.11 FT.
Little Rock, Ar 72211
TO THE SOUTHEAST CORNER OF N3/4 W1/4 NEt/4 NEt/4, SAID SECTION 1'
"
Source of Title: 89-62166
' N THECE NOZ5005E ALONG THE EAST LINE OF SAID N3 4 Wt 4 NE1 4
/ / /
�\ 2.
Linear feet of Internal Streets: 4950 Lf
NEII/ 4, 873.37 Fr.; THENCE S87*35'41"E, 152.93 FT.; THENCE
NORTHEASTERLY ALONG THE ARC OF A 100.00 Fr. RADIUS CURVE TO THE
\\\
Average Size of Lot: 115 x 140
RIGHT, A CHORD BEARING AND DISTANCE OF N63-4807"E, 104.56 Fr.;
4.
Number of Lots: 49 Lots
THENCE S&V40'41"E, 244.61 FT.; THENCE SOUTHEASTERLY ALONG THE
Applicable existing covenants: None
ARC OF A 175.00 Fr. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND
Source of Water Supply: CAW
DISTANCE OF S76'38'26"E, 48.94 FT.; THENCE S6936'11 E, 204.55
7.
Source of Wasterwater Disposal: LRWWU
Fr.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 175.00 Fr. RADIUS
CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S32'53'24 E,
8.
Floodwa : N A
Y /
204.30 FT.; THENCE SOZ49'22"W, 25.00 FT.; THENCE SST10'38'E,
.
Municipal Boundories: Within Corporate City Limits
140.00 FT.; THENCE S02'49'2ZW, 250.00 FT.; THENCE N8710'38"W,
10.
Phasing Plan: Phase I Lots 261-283,
140.00 FT.; THENCE S02'49'22"W, 492.31 Fr.; THENCE SOUTHWESTERLY
/
Phase II Lots 284-299,
ALONG THE ARC OF A 225.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD
Phase III Lots 300-309
BEARING AND DISTANCE OF S18'33'53"W, 122.09 FT.; THENCE
All lots to be filled to min. elevation of 264.
S34'18'25"W, 27.68 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A
�11.
525.00 Fr. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE
All or grades to be min. elev. of 265.0
OF S50'08'49"E, 51.60 FT.; THENCE S4719'50"E, 193.52 FT.;
13.
/
orm water detention does not apply to this property.
THENCE SOUTHEASTERLY ALONG THE ARC OF A 225.00 FT. RADIUS CURVE TO
THE RIGHT, A CHORD BEARING AND DISTANCE OF S38-46'18"E, 66.97 FT.
/
TO THE POINT OF BEGINNING, CONTAINING 24.26 ACRES, MORE OR LESS.
251 I 252
250 CYf RESS OINT 253
PHASE II
Pla k. F, pg. 4
r�
249
248
247
Public Works Notes:
\ 1. Buckland Road is a residential street.
2. Permanent erosion control will be provided
to withstand current and wave action will be
provided at the fillwater interface in the
floodplain.
3. Proposed 90—foot bridge will meet City
' \ engineering standards to not impede flow
of watercourse.
4. Appropriate handicap ramps will be provided
254 per current ADA standards.
255 \\ OF
256 Y P R E S S
D�53B46'18'E C P R E S P �� Lots 2 613 0 9
R 75.00'% byl9•Ts. % Lc66s7•
co PHA �\ ��_'----------"�='' 246
S l
C38.8 ORES 'P " F' li 235 'lat k. F, p9. 110
1 240 ��/ 245
°^ I
., 43 244 AN ADDITION TO THE CITY 0E
/ ,��-� f 1 / z4s
i f
CDN3 W18rW 50°� NCH2PROPERTI S, INC. 41 242
/ ! 234 �, ' �_�' j 186 LITTLE ROCK, ARKANSAS
i LITTLE ROCK PLANNING COMMISSION RANCH PROP RTIE C. 233 f� �0---- NCK r %� /
AS NOTED AMWIMEIN THEECT TO PLA NITHE CONDITIONS 7-24-02
\ \ i Opp SIGN 6-24-02
J \ �/� - r--�- W A ' f 1 �' I MINU ECORD DATED__
5-08-02
0`� a DATE: l A 2_ 4-24-02
TRevised 11-28-99
r�+,ww
1`li,J's�®LL.111f1111C p M V C. Revised 11-27-99
Qi CML ENGINEERING, LAND PLANNING &DEVELOPMENT, SURVEYING
24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Date 10-4-99
�/ Job No. 99-0546
x