HomeMy WebLinkAboutS-0335-O Map 3EXISTING
100 YEAR
FLOODPLAIN
TRACT B
23
J
U /0� 25
U /w
Q
CO
LJJ
Q
W
2
z sF
O "r
0 9)
G
W 304-
N 8
N 306
A
o I
O
a
c
cn
J
O
1
26
27
JAMES MACKY,
CLAY GOODSON,
&
RAYMOND DORRELL
z
Z
316
CITY OF
LITTLE ROCK
PARKS DEPT.
g2 % c 680,
�,08 cy�'v4.�S 57'1
758 7 j
/
/
0 /
140.00 I /
ao
�
c
toCD
6
h
IZ
L6
z
140.00
5
0
140.00
0
140.00
3
140.00
140.00
N
o
o
LLJ
at
°f
>
m
(a�
Tr
OD
Q
U
Z
I o
o
Y
U
I
I
5' ROW
DEDICATION 25'LINE
N 00'02'56" W 142.43
25.00 - N 9.
+ TA Y�o 6
NW COR S 1/2, NE 1/� R �Oop b
SW 1/4, SECTION 19 ROAD
N 75p1 AP RR/W
a
RAY
RICHARDSON
DEVELOPMENT
c-
E
ROAD TO BE
EXTENDED BY
PARKS DEPT.
EXISTING
100 YEAR
FLOODPLAlt
CURVE # 1
A = 32-50-54
R = 270.56
\ EXISTING L = 155.12
100 YEAR -_
FLOODPLAIN T = 79.76
C = 153.00
CITY OF
LITTLE ROCK
PARKS DEPT.
R/W TO BE /
DEDICATED BY
CITY OF LIT'LE
��Q Q
6
Qom/ �P
/ oQ
I
1W ONE/
PROPERTY DESCRIPTION
PART OF THE SE 1/4 NW 1/4 AND PART OF THE NE 1/4 SW 1/4 OF SECTION 19, T-2-N,
R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS:
COMMENCING AT THE NW CORNER OF THE S 1/2 NE 1/4 SW 1/4; THENCE N00'02'56"W
ALONG THE WEST LINE OF SAID NE 1/4 SW 1/4 25.0' TO THE POINT OF BEGINNING
(SAID POINT ALSO BEING ON THE NORTH R/W LINE OF TAYLOR LOOP ROAD); THENCE
CONTINUE N00'02'56"W ALONG THE WEST LINE OF SAID NE 1/4 SW 1/4 627.86' TO
THE NW CORNER OF THE N 1/2 NE 1/4 SW 1/4; THENCE N00'21'53'W ALONG THE
WEST LINE OF THE SE 1/4 NW 1/4 224.01' TO A POINT ON THE SOUTH (LEFT) BANK
OF THE SOUTHFORK OF TAYLOR LOOP CREEK; THENCE IN A SOUTHEASTERLY DIRECTION
ALONG THE SOUTH (LEFT) BANK OF TAYLOR LOOP CREEK (SOUTHFORK) THE FOLLOWING
COURSES; S52'04'34"E 106.97'; S53'44'42"E 108.41% S57'12'02"E 45.0'
TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT (SAID CURVE HAVING A CENTRAL
ANGLE OF 32'50'54" AND A RADIUS OF 270.56'); THENCE IN A SOUTHWESTERLY
DIRECTION ALONG THE ARC OF SAID CURVE TO THE LEFT TO THE POINT OF TANGENCY
THEREOF (SAID CURVE SEGMENT HAVING A CHORD BEARING AND DISTANCE -OF
S16'22'31"W 153.00'); THENCE SOO'02'56"E 581.54' TO A POINT ON THE NORTH
R/W LINE OF TAYLOR LOOP ROAD; THENCE N79'27'38"W ALONG THE NORTH R/W LINE
OF TAYLOR LOOP ROAD 167.86' TO THE POINT OF BEGINNING, CONTAINING
3.105 ACRES MORE OR LESS.
PART OF THE NE 1/4 SW 1/4 OF SECTION 19, T-2-N, R-13-W, LITTLE ROCK, PULASKI
COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS:
BEGINNING AT THE SE CORNER OF LOT 12, WESTCHESTER SUBDIVISION, PHASE I, LITTLE
ROCK, ARKANSAS; THENCE S7826'36"E 3.48' TOA A POINT ON THE NORTHERLY R/W LINE
OF TAYLOR LOOP ROAD AS PROPOSED; THENCE S46'00'55"W ALONG THE NORTH R/W LINE
OF TAYLOR LOOP ROAD (AS PROPOSED) 170.0% THENCE N43'59'05"W 114.39'; THENCE
N08'04'17'E 75.59' TO THE SW CORNER OF LOT 12; THENCE S7826'36"E 191.62'
TO THE POINT OF BEGINNING CONTAINING 0.392 ACRES MORE OR LESS.
m
CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY
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.
slc
DA OF EXECUTION NA E, REGISTERED LANDS VEYOR
NO. -�ARKANSAS
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY
I, 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.
SIGN
DATE F EX CUTION NAME REGI TERED ENGINEER
NO.-----, ARKANSAS
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGUALTIONS
RELATIVE TO THE PREPARATION AND SUBMITTAL OF A PRELIMINARY PLAT HAVING
BEEN FULFILLED, APPROVAL OF THIS PLAT IS HEREBY GRANTED, SUBJECT TO
FURTHER PROVISIONS OF SAID RULES AND REGULAITONS. THIS CERTIFICATE
SHALL EXPIRE
DATE
DATE OF EXECUTION
SIGNED
NAME
LITTLE ROCK PLANNING COMMISSION
GENERAL NOTES
1. ALL BUILDING LINES ARE AS SHOWN
2. ALL DISTANCES ON CURVED BOUNDARIES ARE CHORD DISTANCES
3. ALL CORNER RADII ARE 25'. UNLESS OTHERWISE NOTED.
4. ALL STREET R-O-W AND CUL-DE-SAC RADII ARE 50'. UNLESS
OTHERWISE NOTED
5. ALL EASEMENTS SHOWN ARE 10' IN WIDTH, UNLESS OTHERWISE NOTED
6. ALL EASEMENTS ON COMMON LOT LINES ARE 10' IN WIDTH, 5' EITHER
SIDE, UNLESS OTHERWISE NOTED
7. ALL EASEMENTS ARE TO BE USED FOR UTILITIES AND/OR DRAINAGE
a T e or
' 'STATE OF �•.
6iC45TESE� ,�.:" ASS
PROFESSIONAL `_p: '
�f
0 ENGINEER 4- �� sr ! c I
9 G � N • J '
k\ p/ No.4566FRT C. Loy1`;. J�
C� M. Mc�� '%,�'q� EANpS
REVISED
PRELIMINARY PLAT
WESTCHESTER SUBDIVISION
PHASE VI
OWNER:
KELTON R. BROWN, JR.
VALERIE J. BROWN
DEVELOPER:
RIDGELEA DEV. CORP.
SCALE: 1' = 50' DATE: AUGUST 10, 1989
GRAPHIC SCALE IN FEET
0 25 50 100 150 200
ROBERT C. LOWE JR. & ASSOCIATES
LAND SURVEYORS & DEVELOPERS
10510 INTERSTATE 30 -- SUITE 5
LITTLE ROCK, ARKANSAS 72209
501-562-7215