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CERTIFICATE OF PRELIMINARY
PLAT APPROVAL
All requirements of the Little Rock Subdivision
Rules and Regulations relative to the preparation
and submittal of a preliminary plat having been
fulfilled, approval of this plat is hereby granted,
subject to further provisions of said rules and
regulations This certificate shall expire
Date
Signed.
Date of Execution Name
L. R Planning
Commission
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
I. William L Dean hereby
certify that this plat correctly represents
a plat made by me, and that engineering
requirements of the Little Rock Subdivision
Rules and Regulations have been complied
with
Signed,
Date of Execution Name. Registered
Engineer
No 4418 , Arkansas
CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
I William P Gipson hereby certify that this
plat correctly represents a boundary Survey made
or verified by me that all surveying requirements
of the Stale of Arkansas and City of Little Rock
Subdivision Rules and Regulations have been
complied with and a copy of said boundary has
been duly filed for record in the offices of the
State Surveyor and the Pulaski County Circuit
Clerk on , 19_,in
Plat Book _ Page _
Date of Fxecution Name
Registered Professional
Land Surveyor
No 1170
Arkansas
I have consulted FEMA Flood Insurance Rate Map.
Community Panel No 050179 0380C dated May 16,
1983.. and find that the hereon property described is
not in a 100-year flood zone
William R Gipson
Registered Land Surveyor
Certification No 1170
LEGEND
�GISTr2 .
Q- ,..........
r i STA TI- ot--• •� •''
Ak KA� S%S
11170 _
1L LAW
- - - SEWERAGE BASIN DIVIDE
EXIST ATV OR FOOT TRACK
SEWER, DRAINAGE OR UTILITY
EASEMENTS
STORM DRAIN PIPING SCHEMATIC
TREE/ VEGETATION LINES
— . - - BUILDING SETBACK LINE
WORTHEN
I
WILLIAMSON/ WORTHEN/ GURDON \
r----V`------- 111 S87° 18'23"E 1244.38'
1 rU SEW ER -- r-----�----
I I` EAS� Iw t0'BEWER EASE. ______ -I r
I I I I i -- --- _
r10'9EWER EASE. f----2 -
FF� 7
t6! Fi 162 ! 1�' 163 ' t I I r l r
I FN I r� 164 1 1 / I ,
1es 1_ t FFF�
1 168
,P � OPEN SPk,6
, v-r I7I ! +_._ T 1 - 24' - / I _ __ 1 I 1 / I ' iB; v/ n \\
_-- _t_ 90 28'
2D7 24'
p, 1,4,6 A Hartford 4R3 - — `.- ,n `�, w.t.. St. 1 168
4' �--- - -- - —_ 09 2^1 1 100 I. 110 I ��, yp 7 ..S,e q,� , /�,/!i \\ J `��♦
�25'BUILQ LINE
1 - 252 1 I
Z - 2t r 1 7 i i 2A9 1 m ,
m as.es 26 - - T ff - -' J L - 450
firUShir-_ 2- lT5'53-- _
a --1 r-- -- Isa - ---- 170
UJI/I N' ' - --
iD ' I 159 I 1 I ' I I
242 1 243 I i 244 245I
246 I 247 � \ \/ -'
bl I�
/56 I 2s•nuILQLR* ' - ----- - F--� 41'
99 OZ' 149 41Y
7
172 i H
_ zj
Denver fit-
113 I 111 II 133
157 tl1 ti �- - I ' _ Its 94' 1 ! 117 11322• , - -- -- ----�1
+---•-.' L--- _ --_ 1 I u.e5 I OO
------1 '{•_---�I-- 1q` y I 233 a 1 232 \1 7, ( t� :t I \ ,m„ 173
213
,u I 192 I ' -
Q6 ' I - I 1 �' ' i 212 �� & I I 1 yd - R L1 S5 J
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-------- ; r- --- 7itas-- - r
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AIN
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234
231 I S -� ti 214
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1 1e• 210 �I v _ _
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r 194
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1 _ _ _______-,
L_
278 -- -- — ry 170
fill
71
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r - - - -- o �� 2118 I --------i i --- .--- - I na
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t------ I I 238 V I
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er/ _ _ $07
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---- ---------
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5� -- - I -,yq ' I I _�-1T5-9g_Yal
----- I - ----- - - I 198 - - --- ---n
ce)tS - - - - - I 1 13.60' 186 -
/� - -
v 70 DRAM EASE J L 10_DRAIN EA9 N I m _ _ _ _ _ _ _ 6- 1
, 228 NN ff,,
- Ut _ w L_______
pp� I 1I _ 1ff.SEvY t .ie 18,. 220 R 2os I m '"nzfi+t-roll\I 1e0 Q
1?__J �__ r`. t8• ---------1"-I i ,` --J
115 58' VYLRF•4, ------ t ..JJ
( its �. r - - - -
L______f I� 199 240 ' L_ I \ 221 i. .l 204 24, - d 181
..
>g T I _ I � ► <
__ I _ ==J _
- -
I 1 / \ 1 , 200 F 1 I
1 - 261 • 7�,[ - — - \ 222 ; 203 rm- a 184
223 \\ `T 1 ` i l 7 1.
36�k0 LINE "(J `\ \ I 1 q BL gB.
201 1 1
i 1 2f1L 124"
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METRAI LER
Will. 493
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GENERALNOTES
1 Ground contours (T Intervals) are Interpreted from aenw
survey Elevation source PAGIS. M S L
2 All lots having curved boundary lines are measured using dead
distances
3 Front building set -backs shag be as follows 25for residen-
fial and nunor residential 3(Yfor collector street and 35'
for minor arterial
4 A 10 foot "no vehicle access" easement will be final platted
along double-fmnted 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 mirror arterial as follows Lot Nos 133
201,202,203,222,223,234,241,and 149
5 Vehicle access for single -fronted lilt a" Cooper Orbrl Road
willbe permitted only as follows Lot Nos 1 34. and 35
6 Storm drainage piping is shown hereon graphically In approximate
locations All storm drainage piping inlet boxesand ditching
on be contained within pudic street ROW's andior exclusive
drainage easements
7 Street continuance information signs per Section 31-202fd) of
the Subdivision and Zoning Ordinance will be provided at the
project boundary lines on all street stubs to adjoining property
8 Minimum curb return and property line radn at arterial and
collector street Intersection shall be minimum 31 5' All other
street curb return radii shall be a minimum of 25' All prop
erty line rade at street ROW line intersections shall be a min-
imum of 25' t �y
q,R•d,W 111o�t 4,tr4wlodt w147THj,
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PLATTED'i
PROPERTY
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44NaH I IR �a COR__Pr
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spong Vao"
t T
:P A;.
I
VICINITY MAP
Scale: 1" = 1500'
Legal Description
Street Classification Requirements
Kanis Road West Minor Arterial Both Sides
Hartford Residential One Side
Denver "" ""
Frankfort Cul-de-sac N/A
Bangor I'll I'll
Lansing Residential One Side
St. Paul
Sacremento
Pierre
Baton Rouge
Tallahassee
Albany Cul-de-sac N/A
Rose Garden Residential One Side
Lincoln ^" ^^
Phoenix Cul-de-sac N/A
7
Part of the NW 1/4 and the N 112 of the SW 1/4, Section 7,
Township i 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: th
ence 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 comer of said NW 114, 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 comer 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-134V a distance of 2619.46 feet to a found concrete monument and the SW comer
of the said NE 1/4, 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 comer of the NW 1/4,
SW 114, thence N 880 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 014 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 18" 48' 2T 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 01= 00' 58" W for a distance of 209.63 feet to a
found rebar on the South line of the said NW 114, SW 1/4. thence
N 88°53' 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 comer of said
NW 1/4, SW 1/4; thence N 01' 43' 37" E along the West line of the
NW 114, SW 1/4 and the NW N of said Section 7, a distance of
3958.96 feet to the NW corner of the NWt/4, NW 1/4, Section 7
and the Point of Beginning, containing 190,624 acres, more or less, subject to
an AP81L easement and less and except a R/W for Cooper Orbit as shown on
survey by William R. Gipson. dated November 23, 1995.
r
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/ RCSC
RENEWAL CENTER OF ARKABNI,SAS, INC.°
OFF -SITE ROW
! PARTICIPATION
S 88" 36' 38" E 13�.67' / ' 1BY CLR, D P W
_ _ 50' BUFFER
\ ,t � za -- _ _
530 /-1 \ , \ ,1 ' / / --\ .- LIMIT OF COUNTY
12 ' 9 1� , 1 , 183 / _— -- STUDY. CPN
1 Ipg7j: 10268' , ^ �/ 24 61
W •.f'- _._ 7 - 2 -1 �i/
1 J
IE6 C S.F. (RESERVED) 11 AC. / / 440
J
- - --- - - +8 °°� \ (APPROX.) ! /
-r I I
II I 1Q,DRAIN EASE J
- -1.5% Tip
I
/°.JpIE--a MATCH LINE A -A
CURVE DATA— ,4 51 1--L& _% '. ,,,,..4...F A U
_T D L c� It I iti r1.` sat S ,ry
11 RE6�";?r1�rsiJ,v 9
(2 23-33'-11" 1792+73 379.83 3.1146 74859 h r a: b F f '' „t g Q DESIGNILINC
d7 16,-00'-00" 1067.31' 150.00' 5.3682 29805 E 111 y No. 102
(81 90`-00'-00" 350 00' 350.00' 16,3702 54978 �e /y P:7 4 F3 A f11
�� cP !1L Ell
PRELIMINARY PLAT FOR CAPITOL LAKES ESTATES
CITY OF LITTLE ROCK
PULASKI COUNTY, ARKANSAS r
PLATE 1 OF 3 l• D
DRAWN BY 6.DEAN
DRAWN 4.15-96
REVISED 5-29-96
OWNER OF RECORD John Byrned. Trustee
TITLE SOURCE 46-8702 BOOK E PG. 537
CIVIL DESIGN, INC.
15104 CAN'FR it.1. R( )Al3
I I-171 l' R< x'K. ARICANSAS 7n 1
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