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METRAILER
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ESTATES
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GENERALNOTES {
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1. Ground contours (2' intervals) are interpreted from aerial _
- _t I j i Fi \ REVItiIsl-11: MAY 7, 11111011 t EMISI;,D: MAN' 7. IM6
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surve . Elevation source: PAGIS, M.S.L. �66
�.i' , I i r y s BY: B. DI
2. (IN': J.17Rf:f IfS2
2. All lots having curved boundary lines are measured using chord ;
distances.
3. Front building set -backs shall be as follows: 25' for residen- RENEWAL CENTER OF ARKANSisS, INC.
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tial and minor residential; 30' for collector street; and 35' i I S, i } '- xit
for minor arterial. - -!�!- "nwy�\ i s•, ' .
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•��.- � 50' BUFFER
4. A 10 foot "no vehicle access" easement will be final platted 2
along double -fronted lots along Cooper Orbit Road as follows!
Lot Nos. 20. 21, 29, 28, 27, 30, 2.. and Lots 37 through 40 and
along such lots on the minor arterial as follows. Lot Nos. 133,
201, 202, 203, 222, 223, 234, 241, and 149. - �h I ,� I �� '0� S F (RESERVED) 11 AC
(APPROX.)
5 Vehicle access for single -fronted lots along Cooper Orbit Road {
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will be permitted only as follows: Lot Nos 1, 34, and 35.
6 Storm drainage piping is shown hereon graphically in approximate - I
locations. All storm drainage piping, inlet boxes, and ditching
will be contained within public street ROW's and/or Pxclusive rl �_•z LL - y \ 1 J
drainage easements.--
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Street continuance information signs per Section 31-2021oj of (APPROXJ " _ Y T I
the Subdivision and Zoning Ordinance will be provided at the
project boundary lines on all street stubs to adjoining property
PHASE I
8, Minimum curb return and property line radii at arterial and 4
collector street intersection shall be minimum 31.5'. All other
street curb return radii shall be a minimum of 25' All prop` \ `� j
erty line radii at street ROW line intersections shall be a min-
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imum of 25' ' „
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ME 13 AC.
! (APPROX.)
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LEGEND
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SEWERAGE BASIN DIVIDE w Yr µ/ / ; ` T ,As
EXIST. ATV OR FOOT TRACK, F . ;4 �' r4
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SEWER. DRAINAGE OR UTILITY
EASEMENTS _
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STORM DRAIN PIPING SCHEMATIC TREE/ VEGETATION LINES ! j �., r. ,' \V .n 4 \,=` /_; ...
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BUILDING SETBACK LINE14
Street Classification Requirements
Kanis Road West Minor Arterial Both Sides C5'
Hartford Residential One Side �I', ,�;, - r Phperrs>rCt -
Frankfort Cul-de-sac NIA T - `, ( - t S Bangor �\\ i+ 1 ' I!r . /rfV1�7�V•
9 1 /� f - 7 r
Lansing Residential One Side ����
�j /� [� �N�yl"^.
St Paul v 'Sacremento "'H,ASE III \ �✓ .,�±-
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Pierre r.-' ` •,�7`
Baton Rouge �w .
Tallahassee sa �. 7 >✓ r :.1 : 1
Alban Cul-de-sac N/A .a .- ! "vi w. ,r r_ j rs e. r
Rose Garden Residential One SideR` ` " - _h 1 ✓ i' ar ��''e-- I
Lincoln ,,,,
Phoenix Cut -de -sac NIA
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REAL •`- - r'' •��ceeo' - Rp1 ad Y J SMITH BAKER -_ HERRMANN� LANE HARWELL
:x �•.v.'s KEMP N!!• ¢r + I ! hW GOME2 +HASLAUE R', BLISSIT THVLOR , Sa,'. '_. ELGOR, INC
PROPECRTIES :w-WDD SHANK TUEDEN BELAMNCE �- j
SURVEYED
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VICINITY MAP
Scale: 1" = 1500'
Legal Description
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GILBERT DR
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Part of the NW 1/4 and the N 1/2 of the SW 114, 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 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 114;
thence S 01" 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' 3638" 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 114, SW 1/4, Section 7, T-1-N,
R-134 a distance of 2619.46 feet to a found concrete monument and the SW comer
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 114,
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 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 14 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 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 88°53' 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; thence N 010 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
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.
RF VISED: MAY 7. 1996
BY: J.1)REIIER
CIVIL [DESIGN, INC.
D 15 104 CAN-I'Ri_A L, 1k0 AL7
1 1'l'I'LIi ROCK, Al2KANSAS 72212 I