HomeMy WebLinkAboutS-1100-A Map 2200 0 200
scale
1 "=200'
STREET CURVE DATA
R
T
❑
1� 77.00101" 691,44'
560.W
8.1711
C2J 60-00'05" 519.60'
300.00'
11.0137
9� 39°29'47- 278.56
100.00'
20.3409
( 990'00'W 1W.00'
150.W
38.1150
50 90-00100" 150.00'
150.00'
38.1150
49.00W 438.86'
200.07
13.0320
7 18.00'W 631.38'
8
1W.W'
9.0429
(J 34°0002" 327.08'
100.W'
17.3102
22°30'01" 502.73'
100.00
11.2349
® 38.2858" 286.36'
10000
20.0030
Ci 12°5945' 1063.56'
120.00
5.2618
2� 32.6955` 337,61'
100.00
16.5816
J 38.59'51" 282,41'
100,00,
20.1717
14) 34°0&05" 1304.7T
400.00'
4.2328
1 B6°O6W 900.00'
B41.94'
6.258
1 23°331V 179273'
379.83'
3.1146
1 16"W'00" 106T31'
150.00'
5.3682
18 go.woo" 350.00'
350.00'
16.3702
Proposed
Side
Street
Classification
ROW
Requin
West Kama Road
Minor Arterial
100,
Both I
Rushmore Drive
Standard Collector
90,
One
Cooper Orbit Road Minor Collector
60'
One
Hartford
Standard Residential
so,
One
Lansing
Standard Residential
50'
One
Bangor
Standard Residential
50,
NIA
Frankfurt
Standard Residential
50,
N/A
Lincoln
Standard Residential
50,
One!
Pierre
Standard Residential
50,
One
Albany
Standard Residential
50,
One
St. Paul
Standard Residential
50,
One:
Rose garden
Minor Residential
45'
One
Phoneix
Minor Residential
45'
One:
Dover
Minor Residential
45'
One,'
Sacramento
Minor Residential
45'
One
Baton Rouge
Minor Residential
49
One
Denver
Standard Residential
50,
One!
Great Lakes
Standard Residential
50'
N/I
Rapides
Standard Residential
50,
N/,
Evangline
Standard Residential
50,
Nh
Vermilion
Standard Residential
50'
NI
Avoyles
Standard Residential
50'
N
Ladybird
Minor Residential
45'
N
Hilliary
Minor Residential
45'
R
General Notes
1. Ground contours (2' intervals) are interpreted frorr
survey. Elevation Source: PAGIS, M.S.L.
2. All lots having curved boundary lines are measure
distances.
3. Front building set -backs shall be as follows: 25' fo
and minor residential; 30' for collector street; and
4. A 10 foot "no vehicle access" easement will be fin
double -fronted lots along West Kanis Road (minor
Lot Nos. 248, 215, 214, 213, 195, 194, 193, 175,
5. A 10 foot "no vehicle access" easement will be fir
double -fronted lots along Rushmore Drive (stands
Lot Nos. 18, 19, 39, 40, 86, 83, 82, 81, 80, 77, 76,
90, 108, 109, 110, 111, 112, 113, and 114.
6. Vehicle access for single -fronted lots along Rushr
permitted only as follows: Lot Nos. 87 and 88.
7. Storm drainage piping is shown hereon graphicall
locations. Piping, inlet, and junction box locations
based on final design of street grades. Where drai
shown, ditch construction will include low -flow cor
All piping, inlets, and junction boxes will be contail
ROW's and drainage easements.
B. Street continuance information signs per Section
and Zoning Ordinance will be provided at the prop
stubs to adjoining property.
9. Minimum curb return and property line radii at arte
intersections shall be a minimum of 31.5' All other
be a minimum of 25'. Al property line radii at stre6
be a minimum of 25'.
10. Tract F as depicted hereon will be conveyed to th1
east of and adjacent to said Tract F following final
11. Tracts D and E will be utilized for open space and/
purposes. A portion of Tract D will be conveyed by
the owner of the property east of and adjacent to s
of providing future street access.
12. Sanitary sewer easements shown herein are 10 fe1
easements depicted hereon are generally 10 feet i
widths are required to avoid abrupt changes in ditcl
13. All utility easements required for telephone, powl
during final design of each development phase al
in accordance with respective utility owner require
I\
SECLU6ED
POINT
NIA
Spring Valley
Manor
to ROW for
ie Creek Structure
ladway Improvements
Legal Description
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VICINITY MAP
Scale: 1" = 1500'
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:
asw¢dwe
GILBERT DR.
Beginning at the NW corner of the NW 1/4, NW 1/4, Section 7, T-1-N,
R-13-W; thence S 870 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 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 NE corner of the SE 1/4, NW 1/4, Section 7,
T-1-N, R-13-W; thence S 88' 36' 38" E along the North line of said SE 1/4, NW 1/4
a distance of 1312.67 feet to a found 1° pipe and the NE corner of said SE 1/4, NW 1/4;
thence S 010 45' 12" W along the East line of the NE 1/4, SW 1/4, Section 7, T-1-N,
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 880 50' 38" W along the South line of said NE 1/4,
a distance of 1318.29 feet to a found concrete monument and the SE corner of the NW 1/4,
SW 1/4; thence N 880 52' 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 O 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 1/4; thence
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 180 48' 27" W for a distance of 223.05
feet to a set #4 rebar; thence N 88' 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
found rebar on the South line of the said NW 1/4, SW 1/4; thence
N 88053' 16" W along the south line of said NW 114, SW 1/4 for a distance
of 250.33 feet to a found concrete monument and the SW corner of said
NW 114, SW 1/4; thence N 010 43' 3711 E along the West line of the
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
and the Point of Beginning, containing 190.624 acres, more or less, subject to
an AP&L easement and less and except a R/W for Cooper Orbit as shown on
survey by William R. Gipson, dated November 23, 1995.
MASTER ®EVELOPEMENT LAYOUT
FOR
CAPITOL LAKES ESTATES
CITY OF LITTLE ROCK
PULASKI CO., AR.
REVISED: September, 1997
REVISED: December, 1997
CCivil Design, Inc
® 15104 CANTRELL ROAD
Little Rock, Arkansas 72212