HomeMy WebLinkAboutS-1100 Map 9N
S
200 0 200 400
I
scale feet
1 "=200'
STREET CURVE DATA
p R T D L
) 77.00.01- 691.44 5WW 8.1711 924.23
W00'05"
519,60'
301
11,0137
544.14'
I) 39291r
278.55
100.w
20.34W
192.02
I) 90"00,w"
low
low,
38.1150
235.62'
'1 90°0000'
150.00'
150.00'
38,1150
235.62'
1 49.00'00'
438R6
200.00
13.03"
375.32'
r 18100'00'
63138
low
90429
198.35'
r 3400OW
327u8'
lu0.00'
173102
19410'
22'3001'
W273'
low
11.2349
19742'
0) 381
286.36'
100,00
20.0030
192.42'
T 32.5TW
337,61'
low
16.5616
194.44'
2) 38*59,51,
282.41'
low
20.1717
192.22'
34.0905"
131
400W
4.2328
778.28'
4 86°0620'
Dow841.94'
6.258
1353.74'
5) 23*33'11-
1792.73'
379.a3'
3.1146
748.59'
0 la -woo
1067.31'
15000,
5.3682
29805'
7) 90mm.
35000
Wool
183702
64978'
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
so,
One Side
4'
East
Lansing
Standard Residential
50,
One Side
4'
West
Bangor
Minor Residential
45'
NIA
WA
N/A
Frankfurt
Minor Residential
45'
NIA
N/A
NIA
Lincoln
Standard Residential
so,
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
N/A
Dover
Standard Residential
50'
One Side
4'
West
Sacremento
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
NIA
Evangllne
Minor Residential
45'
N/A
N/A
N/A
Vermilion
Minor Residential
45'
N/A
WA
N/A
Avoylles
Minor Residential
45'
NIA
WA
NIA
Ladybird
Minor Residential
45'
N/A
N/A
N/A
Hiiiiary
Minor Residenuai
45
NiA
NiA
NiA
PLATE 1
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 residential; 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, 83, 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.
6. S,reet continuance Informaton signs per Section 31-202(e) 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 1.
11. Tracts D and E will be utilized for open space and/or stormwater 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.
12�4438 ME I�wILER
270 269 268
i 266 265 P 264 263 i
—•—.i —. .—._ --_ I ;.sa 282./_, TIacl= _
1.12 AG
Hartford Drive a ' r _ w.L4zea
774 i j 231 I r --- 233 i 234 ' 235 a ; � \ \ 260 \\
w I rnm -• - e,: ,m,a ,wx c,v , aaa, r''„ 2�7 \ 259
230 �229 a 228 227 226 1
( p 225 A 21B �. 6
-i
258
Denver Street 11 -
am m _ '. " !
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23pi
171 j c a 1 j 204 .205 �_.—• \ .
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RENEWAL CENT OF AR " SAS, INC.
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i_202 207
1ss a z I j �j 22z i 241 j I b
255 Lake
181 � 188 le � 9 I zo1 '� I ° I
1a O i 1 it 208 242
254
I 180 189 0
I 20 2091 2DO a U
In. Cl2_ 243
167 in.
LL 1I =O s l 253
779 190
!
+ ,mm om �� 199 2lo I m �I 24 244 i N + Brodie Creek
t6s i j i9� _ I _ i j 252 Sewer Main
'wm
In. tst i A j tB ' m i In. I Extension
199
165 °• .40 c a 211 Ix aI 218 245 1,, (By Others)
.. 91 a ,. ...._.._..-• 4 251
164 I„pa I +ww 9 192 / ® \ 197 212 I s 9I 217 " 246 ' 24• ss
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1s3' , . 1ss la•„M 216 �n j RENEWAL CENTER OF ARKANSAS, INC.
213 \ -��e. --- _ Offsite ROW for
163
e 9 + �.='�
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• _ i s `.1 Z@ p4' 194
= 195 i / -
S 88°3638" E
1312.67' l /`
214
216
248
TRACT
+
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15
+ (SF/Reserved)- -
- / + /
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t/�
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MF Open pa
MF Phase (Open space)
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102
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88
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inco_ln _
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N 88° 2'2T W m M O0
REAL �r 28' r S B°48'27" E 7BAKER
KEMF' ' O w SMITH SOME HASLAUER�. BLISSF THYLOR SAWYER HERRMANN LAND ELGOR, INC.
PROPERTIEi SHANK TUEDEN 106.3T a R/W \\ HARWELL
INC. BELANGER�
,�-KANIS ',ROAD
NfsIU ?L
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PVT DRIVE �
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T GILBERTDR
MAIIOR GIR `,v _C ECHO PT_ l0'
SECWdED
POI
SECLUDED R�IT
CIR. A P
Spring Valley I i OSDbS
\ NPRING VIEW
Manor POINIGI
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�Rp
VICINITY MAP
Scale: 1" = 1500'
Legal Description
Part of the NW 1/4 and the N 1/2 of the SW 1/4, Section 7,
Township 1 North, Ranrge 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 corner of said NW 1/4, NW 1/4;
thence S 01' 24' 07" W along the East line of said NW 114, NW 1/4 a distance of
1300.06 feet to a found 1" pipe and the NW corner of the SE 1/4, NW 1/4, Section 7,
T-1-N, R-13-W; thence S 88e 36' 38" F along the North lire 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 01 e 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 SE come[ -
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 010 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
238.00 feet to a set #4 rebar; thence S 18e 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 880 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
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 01' 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 1/4, SW 1/4 for a distance
of 250.33 feet to a found concrete monument and the SW corner of said
NW 1/4, SW 1/4; thence N 01 D 43' 37" 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, T-1-N, R-13-W
and the Point of Beginning, containing 190.624 acres, more or less, subject to 7`
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.
MASTER DEVELOPEMENT LAYOUT A7101-ov" /rev/;4" +b
FOR d p14--b Ft,2
CAPITOL LAKES ESTATES A-I?F-4 fll5A15tt h " is
'+19Prcvq- 106 f s N Soh f'3 L
CITY OF LITTLE ROCK REVISIONS: �e 77 , 1
PULASKI CO., AR. September, 199, ,£n �r�z�,
a'
December, 1997 Alev 71 00-D
January,1998
March, 1998
August, 2000
November, 2000
C1
Civil Design, Inc
D��� 15104 CANTRELL ROAD
IJ Little Rock, Arkansas 72212