HomeMy WebLinkAboutS-1100-A Map 13Z
SURVEYING ACCURACY
I, William P. Gipson , hereby certify that this
plat correctly represents a boundary survey made
or verified by me that all surveying requirements
of the State of Arkansas and City 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 1/31 19 96,in
Plat Book E Page 537
Date of Execution Name
Registered Professional
Land Surveyor
No. 1170
Arkansas
CERTIFICATE OF OWNER
We, the undersigned, owners of the real estate
shown and described herein, do hereby certify
that we intend to lay off, plat and subdivide said
real estate in accordance with this Preliminary Plat
as approved by the City of Little Rock Planning
Comission and Board of Directors.
ut Militia of xecut'lon/
John Burnett, Trustee
Name & Tile
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
I, William L. Dean , 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.
Signed,
Date of Execution Registered Engineer
No. 4418 , 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
regulations. This certificate shall expire
Date
Date of Execution
Signed,
Name,
L.R. Planning Commission
1983, and find that the hereon property described is ,{ nRt 'NNsns
not in a 10 year flood zone. J WA 11�70
William R. Gipson
Registered Land Surveyor 1J '^Lr �f
No. 1170, Arkansas`
Proposed Sidewalk Sidewalk
Street Classification ROW Requirements Width Location
West Kanis Road Minor Arterial 100, Both Sides 5' North & South
Rushmore Drive Standard Collector 90, One Side 4' South
Cooper Orbit Road Minor Collector 60, One Side 5' West
Hartford Standard Residential 50' One Side 4' East
Lansing Standard Residential 50, One Side 4' West
Bangor Minor Residential 45' N/A N/A N/A
Frankfurt Minor Residential 45' N/A N/A N/A
Lincoln Standard Residential 50, One Side 4' South
Pierre Minor Residential 45' N/A N/A N/A
Albany Standard Residential 50' One Side 4' West
St Paul Standard Residential 50' One Side 4' South
Rose garden Standard Residential so' One Side 4' South
Phonelx Minor Residential 45' N/A N/A N/A
Dover Standard Residential 50' One Side 4' West
Sacramento Standard Residential 50, One Side 4' East
Baton Rouge Standard Residential 50, One Side 4' North
Denver Standard Residential 50, One Side 4' South
Great Lakes Minor Residential 45' NIA N/A NIA
Rapides Minor Residential 45' N/A N/A N/A
Evangline Minor Residential 45' N/A NIA NIA
Vermilion Minor Residential 45' N/A N/A N/A
Avoylas Minor Residential 45' N/A N/A N/A
Ladyblyd Minor Residential 45' N/A N/A NIA
Hillary Minor Residential 45' N/A N/A N/A
LITTLE ROCK PLANNING `
COfId APPROVED--- �
By:
DATE:
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:
Beginning at the NW corner 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 comer of said NW 1/4, NW 1/4;
thence S 010 24' 07" W along the East line of said NW 1/4, NW 1/4 a distance of
1300.06 feet to a found 1" pipe and the NW comer of the SE 1/4, NW 1/4, Section 7,
T-1-N, R-13-W; thence S 680 36' 38" E along the North line of said SE 1/4, NW 1/4
a distance of 1312.67 feet no a found 1" pipe and the NE corner of said SE 1/4, NW 114;
thence S 010 45' 12" W along the East line of the NE 1/4, SW 1/4, Section 7, T-1-11,
R-13-W a distance of 2619.46 feet to a found concrete monument and the SE corner
of the said NE 1/4, SW 1/4 thence N 880 50' 38" W along the South line of said NE 1/4,
a distance of 1318.29 feei to a found concrete monument and the SE comer of the NW 1/4,
SW 1/4, thence N 88° 5 ' 27" W along the South line of said NW 1/4, SW 1/4 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 880 52' 27" W for a distance of
238.00 feet to a set #4 rebar; thence S 180 48' 27" E for a distance of 106.37
feet to a set #4 rebar on the South line of said NW 1/4, SW 114; thence
N 88° 52' 27" W along the §outh line of said NW 1/4, SW 1/4 a distance of
53.28 feet to a set #4 rebar; thence N 180 48' 27" W for a distance of 223.05
elf
W
Z
U)
A
100 0 100 200
scale feet
1 "=100'
LEGEND
- - - - - SEWERAGE BASIN DIVIDE
EXIST. ATV OR FOOT TRACK
-- 10 DRAINAGE EASEMENT
-10 SEWER EASEMENT
STORM DRAIN PIPING SCHEMATIC
TREE/ VEGETATION LINES
BUILDING SETBACK LINE
General Notes
d contours "" interval_.) are interpreted from aerial
. Elrvctior, Z xce: PAGIS, M.S.L.
having curved boundary lines are measured using chord
,as.
wild nq set-b<.r'_: ti, s" a as follows: 26 for . asid lntial
[nor residential; 50' Jar coiiectoi street; and 36' for minor arterial.
dot "no vehicle access" easement will be final platted along
fronted lots along West Kanis Road (minor arterial) as follows:
s. 248, 215, 214, 213, 195, 194, 193, 175, 161, 162, and 163.
tot "no vehicle access " easement will be final platted along
fronted lots along Rushmore Drive (standard collector) as follows:
s. 18, 19, 39, 40, 86, 83, 82, 81, 80, 77, 76, 75, 71, 69, 66, 65, 91,
3, 109, 110, 111, 112, 113, and 114.
a access for single -fronted lots along Rushmore Drive will be
ed only as follows: Lot Nos. 87 and 88.
drainage piping is shown hereon graphically in approximate
ns, Piping, inlet, and junction box locations are subject to change
on final design of street grades. Where drainage easements are
ditch construction will include low -flow concrete bottom paving.
ng, inlets, and junction boxes will be contained within public street
and drainage easements.
rontinuance information signs per Section 31-202(d) of the Subdivision
-1- - ring Ordinance will be provided at the project boundary lines on all street
stubs to adjoining property.
9. Minimum curb return and property line radii at arterial and collector street
intersections shall be a minimum of 31.5' All other street curb return radii shall
STREET CURVE DATA
be a minimum of 25'. All property line radii at street ROW line intersections shall
be 25'.
a minimum of
10. Tract F as depicted hereon will be conveyed to the property owner of the land
R
T
D
L
east of and adjacent to said Tract F following final platting of Phase I.
�01
11. Tracts D and E will be utilized for open space and/or stomrww.r detention
77°00'01"
691.44'
550.00'
8.1711
924.23'
purposes. A portion of Tract D will be conveyed by final matting of Phase I to
2�
60°00'05"
519.60'
300.00'
11.0137
544.14'
the owner of the property east of and adjacent to said Tract D for the purpose
3�
39°29'47"
278.55'
100.00,
20.3409
192.02'
of providing future street access.
90-00-00"
150.00,
150.00'
38.1150
235.62'
12. Sanitary sewer easements shown herein are 10 feet in width. Storm drainage
5
90000,001,
1 %00'
150.00'
38.1150
235.62'
easements depicted hereon are generally 10 feet in width except where greater
10
38029'58"
286.36'
100.00,
20.0030
192.42'
widths are required to avoid abrupt changes in ditch alignment.
1
32059'55"
337.61'
100.00,
16.5816
194.44'
13. All utility easements required for telephone, power, gas, and CAN will be determined
12
38059'51"
282.41'
100.00,
20.1717
192.22'
during final design of each development phase and final platted for each phase
in accordance with respective utility owner requirement.
feet to a set #4 rebar; thence N 880 52' 27" W for a distance of 169.30 feet
to a found rebar; thence S 010 00' 58" W for a distance of 209.63 feet to a rC'
found rebar on the South line of the said NW 1/4, SW 1/4; thence
N 88*53' 16" W along the South line of said NW 1/4, SW 1/4 for a distance
of 250.33 feet to a found concrete monument and the SW comer of said
NW 1/4, SW 114; thence N'010 43' 37" E along the West line of the O `^9
NW 1/4, SW 1/4 and the NW 1/4 of said Section 7, a distance of
3958.96 feet to the NW corner of the NW1/4, NW 1/4, Section 7, T-1-N, R-13-W +x �� N� a 1'
and the Point of Beginning, containing 190.624 acres, more or less, subject to �� r
an AP&L easement and less and except a R/W for Cooper Orbit Road as shown on
survey by William R. Gipson, dated November 23, 1995.
"�p�e"°ceALI
nae"e"f
%hU' F
u' CIVIL r'w.
DESIGN, INC
ua No, 102 0'
s�
PRELIMINARY PLAT FOR CAPITOL LAKES ESTATES
CITY OF LITTLE ROCK
PULASKI COUNTY, ARKANSAS
PLATE 3OF3
'upgR�e"'HJ Eix"'. va DRAWN BY: B.DEAN I3/W
DRAWN: 4/15/96 REVISED: 12
REVISED: 5/29/96 REVISED: 3/4/98
OWNER OF RECORD: John Burnett Trustee
TITLE SOURCE: _4646 87)2, BOOK E, PG. 537
CCIVIL DESIGN, INC.
D 15104 CANTRELL ROAD
LITTLE ROCK, ARKANSAS 72212