HomeMy WebLinkAboutZ-8168 Map 2PRD SITE PLAN
TRACT B
WATERS EDGE ESTATES
LITTLE ROCK, ARKANSAS
# 10 OTTER CREEK COURT SUITE A
LITTLE ROCK, ARKANSAS 72210
PHONE 501-455-8899
1
II` I
C11
O
ATE: JANUARY 9, 2007
EVISED: FEBRUARY 11, 2007
SITE DATA
SITE AREA
NUMBER OF BUILDINGS
NUMBER OF UNITS
HEIGHT OF UNITS
AREA OF UNITS
PARKING
LIGHTS
SIGN
ZONED
DUMPSTER
PRIVATE OPEN SPACE
PUBLIC OPEN SPACE
LEGAL DESCRIPTION
PART OF THE NE 1 /4 OF SECTION 28, TOWNSHIP 1 NORTH,
RANGE 13 WEST IN PULASKI COUNTY, ARKANSAS,
MORE PARTICULARLY
NE 1 /4
DESCRIBED AS FOLLOWS: BEGINNING AT THE SW
CORNER OF
THE NE 1 /4,
W
100.52';
THENCE N 85°52'00" W 236.50'; THENCE N 01°08'00"
E 40.00';
THENCE N
83009'27"
52'00"
E 50.02';
THENCE N 85052'00" W 123.23'; THENCE N 03°10'53"
E 379.26';
THENCE
S 85'
AND A
THENCE N 03°10'S3" E 207.19'; TO A CURVE TO
THE RIGHT
WITH A RADIUS
OF 25.00'
52'00" E 384.54'1
CHORD BEARING AND DISTANCE OF N 47026'49"
TO THE POINT OF
E 35.74';
BEGINNING
THENCE S85°
CONTAINING
6.506 ACRES
MORE OR LESS
THENCE S 03°10'53" W 666.00'
6.506 ACRES O4
C�
11 BLDGS. O
36 UNITS Cj
�
r_20 FEET oC1
11300 - 21100 SQ. FT. R- 2 C:7
2-CAR GARAGE PER UNIT
10 CAR GUEST PARKING 5' ROW DEDICATION
LOW LEVEL
MEET CITY REQUIREMENTS N 85052'00" W 123.23'
R-2
ENCLOSED 6' WOOD
FENCE 4-SIDES N 83°09'27" W 100.52'
.25 ACRES
1.58 ACRES N 01 008'00" E 40.00'
TYPICAL UNIT
BLDGS. Ay By Cy D, Ey Fy G AND H4146a
BLDGS_ I
AND__J__
00
Un
cil
fv
0
R- 2
SW CORNER OF SECTION 28
T-1-N R-13-W
me N
R-2
PROPOSED
PHASE 3
ATERS DGE ESTATE
182 181 180 179 178
END ST EET CONS RUCTION
N 03010'53" E 379. 6'
LF 04" RCP 140 LF 24" RCP
ON WALL
VICINITY MAP
1771 176 175
TEMPORA Y TURN AR UND
25' SET BACK
S 85°52'00" E 5M2' FUTURE STREET-
60 OW
210 LF 18" RCP
30.2 25' SET BACK
J
L%DG. A
15.8
1111
17.5
1I 30:0' I}-
I lit
22.0
R1.5 a.v
22.0
ls.o
24.0
GATE
20' FI E LAN
0-)
ry�o
25.6
22.0
R1.5
11.0
� ^ R1.5
(Ji
22.0
r
1
ci
D LDG. F
6' WOOD FENCE
40 LF 18'
108 R- 2 \t
EXISTIN
PHAS 1 106
'WATERS E GE EST T
N 3010' E 207.19
IGN6' METAL & Bfl
WALL
LD
R2.0 R2.0
r 11.0 r 11.0
j]ENE
30.0
11 ' " f
25.0
11.0
R1.5
22.0
J 15.8
G.1 E
S 13al 0'53"
40 LF 24" RCP
\ 105 104
22.0
25.0
u.o
18.0 R5-0 �
R2 �
R1.5 220
666.00
103
28.3
102
' z
N
c
m 84
---1m
ICJ 00 N
°' tP r m
fv (-n -
�-
7i
cj
D
174
�' WATER
�
I 195
40 LF 18" RCP
1 ' RCP
149
R- 2
PROPOSED
PHASE 3
S EDGE EST
ATES
PROPOSED
101 PHASE 2
WATERS EDGE ESTATES