HomeMy WebLinkAboutS-1100-A Map 5200
0
200
400
scale
feet
1 "=200'
STREET
CURVE DATA
L
R
T
D
L
77"00'O1•
091.44'
550.00'
8,1711
924.23'
60.00'05•
519.00,
300.00'
11.0137
544.14'
39"29'47-
278.65'
100.00'
20.3409
192.07
_)
o 90`00 ea"
150 00,
150 00'
38.1150
235.6T
i) 90'00'00'
150.00,
150 00'
38,1150
235.6T
49'00'00'
438.W
200.01Y
13.0320
375.3T
18100100'
631.38'
100.00'
9,0429
198 35'
1 34'00'02'
327.08
100.00'
173102
194.1D'
22.30'01"
602.73'
10000'
172349
19742'
OD 38R9.58•
206.36'
100.00'
20.0030
192.42
32*59W
337.61'
MAP`
16.6816
19444'
38159151.
282.41'
100.00,
20.1717
192.22'
34.03'05"
1304.7T
403.0a4.2328
776.26'
4 86°08'20"
900D0'
841.94'
0.258
1363.74'
5 23.33'11'
179273'
379,83'
3.1146
748.59'
16100100'
1007.31,
150.W
5.3682
298.05'
7) 90.00'0a"
350.W
35D.W
16.3702
549.78'
PLATE 1
Proposed
Sidewalk
Sidewalk
Street
Classification
ROW
Requirements
Width
Location
West Kants 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
NIA
N/A
Lincoln
Standard Residential
50,
One Side
4'
South
Pierre
Minor Residential
45'
N/A
N/A
NIA
Albany Standard Residential 50, One Side 4 West -
St. Paul Standard Residential 50' One Side 4' South _
Rose garden Standard Residential 50, One Side 4' South =
Phoneix
Minor Residential 45' N/A NIA
WA
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' N/A N/A
N/A
Rapides
Minor Residential 45' N/A N/A
N/A
Evangline
Minor Residential 49 N/A N/A
NIA
Vermilion
Minor Residential 45' NIA N/A
N/A
Avoylies
Minor Residential 45' N!A N/A
N/A
Ladybird
Minor Residential 45' N/A NIA
N/A
Hitliary
Minor Residential 45' NIA N/A
N/A
General Notes
PLATE 2
1. Ground contours (2' intervals) are interpreted from aerial
survey. Elevation Source: PAGIS, M.S.L.
2. All lots having curved boundary lines are measured using chord
distances.
3. Front building set -backs shall be as follows: 25' for residential
and minor residental; 30' for collector street; and 35' for minor arterial.
4. A 10 foot "no vehicle access" easement will be final platted along
double -fronted lots along West Kanis Road (minor arterial) as follows:
Lot Nos. 248, 215, 214, 213, 195, 194, 193, 175, 161, 162, and 163.
5. A 10 foot "no vehicle access "easement will be final platted along
double -fronted lots along Rushmore Drive (standard collector) as follows:
Lot Nos. 18, 19, 39, 40, 86, 63, 82, 81, 80, 77, 76, 75, 71, 69, 66, 65, 91,
—
90, 108, 109, 110, 111, 112, 113, and 114.
6. Vehicle access for single -fronted lots along Rushmore Drive will be
permitted only as follows: Lot Nos. 87 and 88.
7. Storm drainage piping is shown hereon graphically in approximate
locations. Piping, inlet, and junction box locations are subject to change
based on final design of street grades. Where drainage easements are
shown, ditch construction will include low -flow concrete bottom paving.
All piping, inlets, and junction boxes will be contained within public street
ROW's and drainage easements.
8. Street continuance information signs per Section 31-202(d) of the Subdivision
and Zoning 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
be a minimum of 25'. All property line radii at street ROW line intersections shall
be a minimum of 25'.
10. Tract F as depicted hereon will be conveyed to the property owner of the land PLATE 3
east of and adjacent to said Tract F following final platting of Phase I.
11. Tracts D and E will be utilized for open space and/or stonnwater detention
purposes. A portion of Tract D will be conveyed by final matting of Phase I to
the owner of the property east of and adjacent to said Tract D for the purpose
of providing future street access.
12. Sanitary sewer easements shown herein are 10 feet in width. Storm drainage
easements depicted hereon are generally 10 feet in width except where greater
widths are required to avoid abrupt changes in ditch alignment.
13. All utility easements required for telephone, power, gas, and CATV will be determined
during final design of each development phase and final platted for each phase
in accordance with respective utility owner requirement.
I i"82 I,,
n f� ,
I
m
,
REAL
PROPERTIES SHANK TUEDEN
INC.
9
i
%f36
37
• _) - -a1_ v
I
MET4-1LER
TRAQU
1.12 AG
4
�. W1. 424.
ma's
t )
L CENT OF
die Creek
war Main
tension
By Others)
--- _ Offsite ROW for
Roadway Improvements
KANIS
1001/
wEsn�x os.
/r % I cw.w wowv��nuaE m
w
wooceowrie or+
oR. �
7
PVT. DRIVE
018Em DR.
MAI10RCIR. F ECHO PT,I I p'�� pLpS `
SECLUdEO
POINT T I r. ., cam„"
174- _v 1M -----
-(S7Y-. —) -�
SECLUDED
CAR.---I-
GpR\
G�
Spring Valley g8ppgR��NG
Manor I POINT
— _ — — — — _ —I rA'F _ _BRANCH
r ;
i--—————————————————
VICINITY MAP
Scale: 1" = 1500'
\ \\AAA erne -
\ 6� Legal Description
Part of the NW 1/4 .and the N 1/2 of the SW 1/4, Section 7,
Township 1 North, Mange 13 West, Pulaski County, Arkansas,
more particularly described as follows:
T J
t9 ' 31
-- - Beginning at the NW corner of the NW 1/4, NW 1/4, Section 7, T-1-N,
�' R-13-W- thence S 3,70 18' 23" E along the North line of said NW 1/4, NW 1/4
/AF2A0Z a distance of 1244.38 feet to a point and the NE corner of said NW 1/4, NW 1/4;
-,- �� %�,'� I thence S 01 24 07 W along the East line of said NW 1/4, NW 1/4 a distance of
ice_\ Z-% \� �� ���� 1300.06 feet to a found 1" pipe and the NW corner of the SE 1/41 NW 1/41 Section 7,
NI! _; \ \ \ I l I \\ V o n fi line - !�, I411 / '' l fi
T 1 N R 13 .N, trl,.tce S 8P 3.� 38 F al ,na the North II, .� o. said S!- 11, v 1,
\ _-�� 9 % - J�� �\1 ��� �J III a distance of 1312.u7 feet to a found 1" pipe and the NE corner of said SE 1/4, NW 1/4;
thence S 01 0 45 12W along the East line of the NE 1/4, SW 1/4, Section 7, T 1 N,
_ fund concrete monument and the SE corner
R-13 W a distance of 2619.46 feet to a o
��� ���— - — � � of the said NE 1/4 SW 1/4- thence N 880 50' 38" W along the South line of said NE 1/4,
�'���� ��- - distance of 1318.29 feet to a found concrete monument and the SE corner of the NW 1/4,
—� a d ista c SW 1/4;
thence N 38° 52r 27rr
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
J. of 100.00 feet to a set #4 rebar; thence N 880 52' 27" W for a distance of
238.00 feet to a se! #4 rebar; thence S 18° 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
L — \ N 88 52 27 W along the South line of said NW 1/4, SW 1/4 a distance of
\ \\ .28 feet to a set 44 rebar thence N 18" 48' 27" W for a distance of 223.05
s= _��� \\ 5 thence N 880 52' 27" W for a distance of 169.30 feet
., o � , ��� � feet to a set #4 rebar;
� \\ to a found rebar; thence S 010 00' 58" W for a distance of 209.63 feet to a
`� �� es •---- '�- %�� —
found rebar on the South line of the said NW 1/4 SW 1/4• thence
\ _
ubR�t --� N 88053' 16" W along the South line of said NW 1/4, SW 114 for a distance
of 250.33 feet to a found concrete monument and the SW corner of said
NW 1/4, SW 1/4; inence N 010 43' 37" E along the West line of the
NW 1/4, SW 1/4 wid the NW 1/4 of said Section 7, a distance of
Z 3958.96 feet to the NW corner of the NW1/4, NW 1/4, Section 7, T-1-N, R-13-W
and the Point of Beginning, containing 190.624 acres, more or less, subject to
an AP&L easement and less and except a RM for Cooper Orbit Road as shown on
survey by William R. Gipson, dated November 23, 1995.
201 y - „�
MASTER DEVELOPEMENT LAYOUT
FOR
CAPITOL LAKES ESTATES
CITY OF LITTLE ROCK REVISIONS:
t � � ► v � ' F - - - � September,
1997
PULASKI AR. p
CO., December, 1997
January, 1998
March, 1998
August, 2000
HARWELL 1 ELGOR, INC.
C n Civil Design, Inc
D`J 15104 CANrRELL ROAD
Little Rock, Arkansas 72212