HomeMy WebLinkAboutZ-6120 Map 71�fbRT}1 N iIL IAMSOW WORTHEN/ GURDON r �' +
METRAILER
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CAPITOL LAKE
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200 ale 200 e00 {
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GENERAL NOTES
1 Ground contours (2' intervals) are Interpreted from aerial
survey. Elevation source: PAGIS, M.S.L. RIsV151:1-1 MAY 7, lrilx; RIiVISF:I): MAY 7. 191w;
2 All lots having curved boundary lines are measured using chord - € I \ BY: 13. t)t?,w BY: J.nRI?I a?R
distances.
3. Front building set -backs shall be as follows: 25' for residen-I RENEWAL CENTER of ARKANSAS, C } ,
tial and minor residential: 30' for collector street; and 35' `;
for minor arterial - - _ t
boy, y�j
.r:;y 5o BUFFER -_
4 A 10 foot "no vehicle access" easement will be final platted 2
along double -fronted lots along Cooper Orbit Road as follows j .jeA-
Lot Nos 20, 21, 29, 28, 27, 30, 2, and Lots 37 through 40 and "— — _ _ Karns
along such lots on the minor arterial as follows: Lot Nos 133.
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201 202, 203. 222.223, 234, 241, and 149- �Q, t it (ryJ,
I 5 _ Airt S (RESERVED) 11 AC
5 Vehicle access for single -fronted lots along Cooper Orbit Road -
,
will be permitted only as follows Lot Nos 1 34, and 35
6 Storm drainage piping is shown hereon graphically in approximate _ I
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locations. All storm drainage piping, inlet boxes, and ditching r - ~~
will be contained within public street; ROW's and/or exclusive t -
drainage easements
M.F 27 AC - AhgU2
7 Street continuance information signs per Section 31-202(4 ' ti ; - i i r
IAPPRox )
the Subdivision and Zoning Ordinance will be provided at the II rl
project boundary lines on all street stubs to adjoining property
f PHASE i
8 Minimum curb return and property line radii at arterial and
coJector street intersection shall be minimum 31.5'. All other 1
street curb return radii shall be a minimum of 25'. All prop-
erty
rop erty line radii at street ROW line intersections shall be a min -
.'A
imum of 25'. a
MF 13 AC.
(APPROX.)
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LEGEND
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SEWERAGE BASIN DIVIDE wCL
EXIST ATV OR FOOT TRACK - O �/� / �� { q - 1 b 'f r y 8Ir-
SEWER DRAINAGE OR UTILITY a
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EASEMENTS :�-n/ !� '_..` — J a- ('_ l' '� _ z
STORM DRAIN PIPING SCHEMATIC t
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TREE)VEGETATION LINES .�
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BUILDINGSETBACKLINE a s� A e: ,• 7 t' �' �, ==r: }'
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Street Classification Requirements-',1,,� Z �." •� ��'
Kanis Road West Minor Arterial Both Sides
Hartford Residential One Side
Denver
Frankfort Cul-de-sac NIA oti
Bangor tr „j r7 %' , ' ,. �! /`/ j -' HASE'IV
Lansing Residential One Side
St Paul IY:
Sacremento SIF
Pierre
Baton RougeIr
Tallahassee
Albany Cul-de-sac N/A
Rose Garden Residential One Side _ .. �'� �t_�. .,
Lincoln ,,,, ,,,+ ,'. _ � -e. �" ,,.•
Phoenix Cul-de-sac NIA
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VICINITY MAP
Scale: 1" = 1500'
Legal Description
PVt OR(
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GILBERT DR
Part of the NW 1/4 and the N 112 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 114, 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 114, NW 1/4,
thence S 010 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 NE corner of the SE 114. 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 114, NW 114;
thence S 010 45' 12" W arng the East line of the NE 1/4, SW 1/4, Section 7, T -1-N,
R-1 34V a distance of 2619.46 feet to a found concrete monument and the SW comer
of the said NE 114, SW 114; 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 114.
SW 1/4. thence N 88' 52'27" W along the South line of said NW 114, 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 88' 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 114, SW 114; 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 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 114; 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 114, SW 1/4; thence N 010 43'37" E along the West line of the
NW 1/4, SW 1/4 and the NW 114 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.
PHASE PLAN
FOR
CAPITOL LAKES ESTATES
CITY OF LITTLE ROCK
PULASKI CO., AR.
RIWItiED: MAY 7, HAW
BY: J.I)REIII.R
I
I
- CIVIL DESIGN, INC.
D 19104 C"AN'f'R1:1.1, RA )All,
I_I'1'"I'LEi ROCK, ARKANSAS 72212
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PVt OR(
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Y
GILBERT DR
Part of the NW 1/4 and the N 112 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 114, 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 114, NW 1/4,
thence S 010 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 NE corner of the SE 114. 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 114, NW 114;
thence S 010 45' 12" W arng the East line of the NE 1/4, SW 1/4, Section 7, T -1-N,
R-1 34V a distance of 2619.46 feet to a found concrete monument and the SW comer
of the said NE 114, SW 114; 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 114.
SW 1/4. thence N 88' 52'27" W along the South line of said NW 114, 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 88' 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 114, SW 114; 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 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 114; 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 114, SW 1/4; thence N 010 43'37" E along the West line of the
NW 1/4, SW 1/4 and the NW 114 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.
PHASE PLAN
FOR
CAPITOL LAKES ESTATES
CITY OF LITTLE ROCK
PULASKI CO., AR.
RIWItiED: MAY 7, HAW
BY: J.I)REIII.R
I
I
- CIVIL DESIGN, INC.
D 19104 C"AN'f'R1:1.1, RA )All,
I_I'1'"I'LEi ROCK, ARKANSAS 72212
i