HomeMy WebLinkAboutS-1100-A Map 1CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
I, William R Gipson hereby certify that this
plat correctly represents a boundary survey made
or verified by me that all surveying requirements
of the State of Ar'cansas and Crry of Little Rock
Subdivision Rules and Regulations have been
complied with and a copy of said boundary has
been duly filed for record in the offices of the
State Surveyor and the Pulaski County Circuit
Clerk on t - 3 1 , 19 9 t• ,in
Plat Book E Page
Date of Execution Name
Registered Professional
Land Surveyor
No. 1170
Arkansas
LEGEND
- - - - - - - SEWERAGE BASIN DIVIDE
EXIST. ATV OR FOOT TRACK
i1O DRAINAGE EASEMENT
- - - SEWER EASEMENT
Lfl' STORM DRAIN PIPING SCHEMATIC
TREE/ VEGETATION LINES
BUILDING SETBACK LINE
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
regulations. This certificate shall expire
Date
Signed,
Date of Execution
Name,
L.R. Planning
Commission
r CERTIFICATE OF PRELIMINARY'0e/A h I1 %Ns' i `, S
ENGINEERING ACCURACY a s
REf,ISTEREIll
f W. Dean ` I'll OF E S S I O N ,J L
illiam L ,hereby $NG1.i L'L'II
certify that this plat correctly represents
a plat made by me, and that engineering 4
ii� !yI/ e i
No.4418 ��
requirements of the Little Rock Subdivision /
Rules and Regulations have been complied =��AM L. ✓s4
with.
Signed,
r4Cc.. 19c11 _
Date of Execution Name, Registered
Engineer
No, 4418, Arkansas
I have consulted FEMA Flood Insurance Rate Map,
Community Panel No. 050179 0380C dated May 16,
1983, and find that the hereon property described is
not in a 100-year flood zone.
William R. Gipson
Registered Land
Surveyor
Certification
No. 1170
Proposed
Sidewalk
Sidewalk
Street
Classification
ROW
Requirements
Width
West Kanis Road
Minor Arterial
100,
Both Sides
5'
Rushmore Drive
Standard Collector
90,
One Side
4'
Cooper Orbit Road
Minor Collector
60,
OneSide
5'
Hartford
Standard Residential
50'
One Side
4'
Lansing
Standard Residential
50'
One Side
4'
Bangor
Standard Residential
50'
N/A
N/A
Frankfurt
Standard Residential
50'
N/A
WA
Lincoln
Standard Residential
50,
One Side
4'
Pierre
Standard Residential
50,
One Side
4'
Albany
Standard Residential
50,
One Side
4'
St. Paul
Standard Residential
50'
One Side
4'
Rose garden
Minor Residential
45'
One Side
4'
Phoneix
Minor Residential
45'
One Side
4'
Dover
Minor Residential
45'
One Side
4'
Sacremento
Minor Residential
45'
One Side
4'
Baton Rouge
Minor Residential
45'
One Side
4'
Denver
Standard Residential
50,
One Side
4'
Great Lakes
Standard Residential
50,
N/A
NIA
Rapides
Standard Residential
50,
N/A
N/A
Evangline
Standard Residential
50'
N/A
N/A
Vermilion
Standard Residential
50,
N/A
N/A
Avoyles
Standard Residential
50,
N/A
N/A
Ladybird
Minor Residential
45'
N/A
N/A
Hilliary
Minor Residential
45'
N/A
N/A
Legal Description
Part of the NW 1/4 and the N 1/2 of the SW 1/4, Section 7,
Township 1 North, Range 13 West, Pulaski County, Arkansas,
more particularly described as follows:
Location Beginning at the NW comer of the NW 1/4, NW 1/4, Section 7, T-1-N,
R-13-W; thence S 87" 18' 23" E along the North line of said NW 1/4, NW 1/4
a distance of 1244.38 feet to a point and the NE corner of said NW 1/4, NW 1/4,
thence S 01' 24' 07" W along the East line of said NW 1/4, NW 1/4 a distance of
North & South 1300.06 feel to a found 1" pipe and the NE corner of the SE 1/4, NW 1/4, Section 7,
South T-1-N, R-13-W; thence S 88" 36' 38" E along the North line of said SE 1/4, NW 114
a distance of 1312.67 feet to a found 1" pipe and the NE corner of said SE 1/4, NW 1/4;
West thence S 01° 45' 12" W along the East line of the NE 1/4, SW 1/4, Section 7, T-1-N,
East R-13-W a distance of 2619.46 feet to a found concrete monument and the SW corner
of the said NE 1/4, SW 1/4; thence N 88" 50' 38" W along the South line of said NE 114,
West a distance of 1318.29 feet to a found concrete monument and the SE corner of the NW 1/4,
N/A SW 1/4; thence N 88" 52' 27" W along the South line of said NW 1/4, SW 1/4 a
N/A distance of 494.58 feet to a set #4 rebar; thence N 01 ° 07' 33" E for a distance
of 100.00 feet to a set #4 rebar; thence N 88" 52' 27" W for a distance of
South 238.00 feel to a set #4 rebar; thence S 18" 48' 27" E for a distance of 106.37
East feel to a set #4 rebar on the South line of said NW 1/4, SW 1/4; thence
West N 88" 52' 27" W along the South line of said NW 1/4, SW 1/4 a distance of
53.28 feet to a set #4 rebar, thence N 18" 48' 27" W for a distance of 223.05
South feet to a set #4 rebar; thence N 88° 52' 27" W for a distance of 169.30 feet
South to a found rebar; thence S 01" 00' 58" W for a distance of 209.63 feet to a
North found rebar on the South line of the said NW 1/4, SW 1/4; thence
N 88*53' 16" W along the south fine of said NW 1/4, SW 1/4 for a distance
West of 250.33 feet to a found concrete monument and the SW corner of said
East NW 1/4, SW 1/4; thence N 01° 43' 37" E along the West tine of the
NW 1/4, SW 1/4 and the NW 1/4 of said Section 7, a distance of
North 3958.96 feet to the NW corner of the NW1/4, NW 1/4, Section 7
South and the Point of Beginning, containing 190.624 acres, more or less, subject to
N/A an AP&L easement and less and except a R/W for Cooper Orbit as shown on
N/A survey by William R. Gipson, dated November 23, 1995.
N/A
N/A
N/A
N/A
NIA
O
�•STA11: OF
?�• ARKANSAS
NO. CA�AI 17,,,,0....���� �•�• 't
N
S
0 100 200
feet
1 "=100'
re interpreted from aerial
IS, M.S.L.
lines are measured using Chord
a as follows: 25' for residential
Ilector street; and 35' for minor arterial.
asement will be final platted along
Kanis Road (minor arterial) as follows:
5, 194, 193, 175, 161, 162, and 163.
asement will be final platted along
nore Drive (standard collector) as follows:
82, 81, 80, 77, 76, 75, 71, 69. 66, 65, 91,
3, and 114.
d lots along Rushmore Drive will be
Ds. 87 and 88.
hereon graphically in approximate
lion box locations are subject to change
trades. Where drainage easements are
clude low -flow concrete bottom paving.
axes will be contained within public street
S.
aigns per Section 31-202(d) of the Subdivision
ovided at the project boundary lines on all street
rty line radii at arterial and collector street
1 of 31,5' All other street curb return radii shall
y line radii at street ROW line intersections shall
re conveyed to the property owner of the land
A F following final platting of Phase 1.
open space and/or stormwater detention
II be conveyed by final matting of Phase I to
and adjacent to said Tract D for the purpose
t herein are 10 feet in width. Storm drainage
generally 10 feet in width except where greater
A changes in ditch alignment.
tr telephone, power, gas, and CAN will be determined
ilopment phase and final platted for each phase
ility owner requirement.
Street Curve Data
_G
R
T
D
L
6
49003'00"
438.86'
200.00'
13.0320
375.32'
77
1800D100"
631.38'
100.00,
9.0429
198.35'
8
34°OD'02"
327.08'
100.00,
17.3102
194.10'
99
22033'01"
502,73'
100.00,
11.2349
197.42'
14
34003'05"
1304,77'
400.00'
4.2328
776.26'
15
86°06'20"
900.00,
841.94'
6.258
1353.74'
IA •,•••�� 0 F A UT / -.1
a°
CIVIL
DESIGN, INCI i.
V� No. f02
o`
PRELIMINARY PLAT FOR CAPITOL LAKES ESTATES
CITY OF LITTLE ROCK
PULASKI COUNTY, ARKANSAS nn
DRAWN BY: B.DEAN PLATE 2 OF 3DRAWN 415/96
REVISED SQ9/96 REVISED: 1Z31a7 ��- -- ----- - - --
C � CIVIL DESIGN, INC.
OWNER OF RECORD: John Burnett. Trustee _ 15104 CANTRELL ROAD
TITLE SOURCE 46.8702, BOOK E. PG. 537 D LITTLE ROCK, ARKANSAS 72212