HomeMy WebLinkAboutS-1377 Map 1C III
DITCH SECTION
N 46-00.43" E
R-2 N 28'51'57" E
N 0035'42" W 678,00'
R-2
LEGAL DESCRIPTION
i
o�
0
N
R-2
07 �J -
c
,lob ,176
x 1'.
5'-
177
Q = CIA
Q = (.55)(5.7)(3.5)
0 = 10,97 CFS
PART OF THE SW 1/4 NE 1/4 AND PART OF THE NW 1/4 NE 1/4, SECTION 27 T-1-N,
R-13-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SW CORNER OF THE SW 1/4 NE 1/4, SECTION 27; THENCE N 89'20" E,
ALONG THE SOUTH LINE OF SAID SW 1/4 NE 1/4, 217.0' TO THE POINT OF BEGINNING;
THENCE N01°02'19" W, 1315.62' TO A POINT ON THE NORTH LINE OF SAID SW 1/4 NE 1/4,
217.0' TO THE NORTHWEST CORNER OF SAID SW 1/4 NE 1/4; THENCE NOO'35'42" W,
ALONG THE WEST LINE OF SAID NW 1/4 NE 1/4, 678.0' TO THE EAST RIGHT-OF-WAY
OF STAGECOACH ROAD; THENCE N 28'51'`7" E, ALONG SAID EAST RIGHT-OF-WAY, 92.87';
THENCE ON A CURVE TO THE RIGHT HAVING A CHORD BEARING AND DISTANCE OF N 38'17'50" E,
257.79'; THENCE ALONG SAID EAST RIGHT-OF-WAY N 46'00'43" E, 34.65' TO ITS INTERSECTION
WITH THE CENTERLINE OF HERNDON ROAD; THENCE ALONG SAID CENTERLINE, S12'15'57" E, 58.88';
THENCE ALONG A CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S31'43'54" E,
132.0'; THENCE S51'11'51" E 108.46'; THENCE ALONG A CURVE TO THE RIGHT HAVING A CHORD
BEARING AND DISTANCE OF S47°38'29" E, 219.58'; THENCE S 44' 05'06" E, 534.37; THENCE
ALONG A CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S 56°20'53" E,
195.44'; THENCE S 68'36'42" E, 284.0' TO THE NORTHEAST CORNER OF SAID SW 1/4 NE 1/4:
THENCE S 00'42'33" E, ALONG THE EAST LINE OF SAID SW 1/4, NE 1/4, 1308.76' TO THE
SOUTHEAST CORNER OF DAID SW 1/4 NE 1/4; THENCE S 89'20'25" W ALONG THE SOUTH LINE
OF SAID SW 1/4 NE 1/4, 1122.4' TO THE POINT OF BEGINNING.
PROPERTY CONTAINING 48,31 ACRES MORE OR LESS.
CURVE
DATA
CURVE
A
R
L
T
C
1
28-03-15
250.00
122.41
64.46
121-19
2
09-50-17
525.00
90.15
45.18
90.04
3
04-53-13
1000.00
85.32
42.68
85.29
4
36-40-19
400.00
256.02
132.57
251.67
5
37-15-50
225.00
146.33
75-86
143.77
6
12-15-47
725.00
155.17
77.88
154.88
7
42-10-48
225.00
165.64
86,78
161.93
8
27-51-34
225.00
109.40
55.81
108.33
9
89-37-18
75.00
117.31
74.51
105.72
10
90-02-56
75.00
117.87
75.06
105.11
11
89-37-18
75.00
117.31
74.51
105,72
12
04-03-15
1000.00
70.76
35,40
70,75
13
00-30-35
1000.00
8.89
4.45
8.89
OWNERS
WILLIAM G. ELLIS & ALDA M. ELLIS
5110 STAGECOACH ROAD
LITTLE ROCK, ARKANSAS 72204
0 = CIA R- 2
0 = (.55)(5.7)(4,1)
Q=12.8CFS
MCPHEARSON ROADI50' R/W
DEVELOPER
G & S BUILDERS
2723 FOXCROFT SUITE 104
LITTLE ROCK, ARKANSAS 72227
CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY
Q = CIA
--- - -------------
PAGIS Q = (55)(5.7)(18.7)
�
0 65.0'
s5.0'
Q = 58.6 CFS
,, ROBERT C. LOWE HEREBY CERTIFY
THAT THIS PLAT CORRECTLY
65.0'
_--- _______________,
- _
18s.2'
--7
REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY
ME THAT ALL SURVEYING RE-
- a
CP
QUIREMENTS OF THE STATE OF ARKANSAS AND THE CITY
OF LITTLE ROCK SUBDIVISION
a
CB
B �36" RCP
RULES AND REGULATIONS HAVE BEEN COMPLIED WITH AND
A COPY OF SAID BOUNDARY
$O
81
82
HAS BEEN DULY FILED FOR THE RECORD OFFICES OF THE
STATE SURVEYOR AND THE
18" RCP 36"' c
PULASKI COUNTY CIRCUIT CLERK ON
20--_-,
65.0'
65.0'
65.0'.
DFTFNITInto
N
----------------------------
IN PLAT BOOK ________________ PAGE ___
PHASING PLAN SEC. 27, TW 1N4RN131 W4
PHASE 1
PHASE 2
PHASE 3
PHASE 4
PHASE 5
TOTAL
z
0
0
u
50 LOTS
35 LOTS
44 LOTS
36 LOTS
27 LOTS
192 LOTS
0 100 200 300
SIGNED
3/24/2003
----------------------- ------------------------
DATE OF EXECUTION NAME, REGISTERED LAND SURVEYOR
ARKANSAS
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY
--PATRICK M. MCGETRICK--- 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.
3/24/2003
DATE OF EXECUTION
SIGNED
NAME, REGISTERED ENGINEER
NO._45-6-6-, 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 PROVISIONS OF SAID RULES AND REGULAITONS. THIS CERTIFICATE
SHALL EXPIRE
DATE
DATE OF EXECUTION
GENERAL NOTES
ALL BUILDING LINES ARE AS SHOWN
SIGNED
NAME
LITTLE ROCK PLANNING COMMISSION
2.
ALL
DISTANCES ON CURVED BOUNDARIES ARE CHORD DISTANCES
124 RCP
3.
ALL
CORNER RADII ARE 25" UNLESS OTHERWISE NOTED.
Q = CIA
Q = (.55)(17)(6.2)
4.
ALL
STREET R-O-W AND CUL-DE-SAC RADII ARE 50', UNLESS
Q = 19.4 CFS
OTHERWISE NOTED
i5.
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
8. WATER SERVICE CENTRAL ARKANSAS WATER
9. SANITARY SEWER SERVICE CITY OF LITTLE ROCK WASTE WATER DEPARTMENT
10. ZONED R-2
11. SMALL LOT 110' X 65'
12. AVERAGE LOT 120' X 65'
13. 5,700 LF NEW STREETS
14. NO EXISTING COVENANTS
15. NO FLOODWAY OR FLOODPLAIN ON THIS TRACT
PRELIMINARY PLAT
GREENWOOD SUBDIVISION
LITTLE ROCK, ARKANSAS
CK
ItNGI , Nrc--E S - PLAOVUl1MRS - SUR VORS
319 E. MARKHAM (MARKET ROW) #202,
LITTLE ROCK, ARKANSAS 72201
PHONE 501-223-9900
DATE: FEBRUARY 14, 2003
\2003\GSHERN.DWG\B
5-1�77