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1 = 100'
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
fulfilledapproval 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 441 F3 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 State of Arkansas and City of Little Rock
Subdivision Rules and Regtdations 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 Execution 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
i�
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48g Ot° 00' 58" W
209 ' MWAS
REAL I N 88' 53' 16" W (210. 0' DEED)
250.33' MWAS.
PROPERTIES (2497'DEED) SHANK TUEDEN
INC.
J�GISTERFO� `
r STATE OF \}
ARKANSAS
1170 xx
O � O
AL LAI`4 `
CURVEDATA
R
T
D
1572.13'
200.00'
3.64447
397.86
597 58'
100,00'
9.58797
19816
514.45'
100.00'
1,13729
19753
255.99'
200.00'
22.38205
33956
523.11'
150.00'
10.95292
292.16
446.95'
125.00'
12.81929
243.77
262.07'
125.00'
21,86278
233.27
1492.82'
400,00'
35017
781 64
4 . �T. ;R
t�E61ERES►
P: t)tE
fit No,;413
C,--
1
EX
HOUSE
N 18° 48' 27-1 W
223.05' MW S
(223,4' DEE )
�t /m 16093
- I nit � � o ^1, 10 `� \ \l
la 25' BUILD. Lit.. �^ r ,$ 1 r t + I -
,Sb I� ,r 67 f �O I �"1 I �•�� ,�. 1a•' ,�aG". �, 3 r 4 5 50 ,
BELL S - 0 5 p 51 gI • /' p qo \' , 6 7 I e 9
1 \ L r p it II I 1 34 J \` - 4 �NJ 1 N\ , ,' f
O ( I^ r I 1 I 1 1 I I 1 I I A A A
\ I 10'SFWfRiAet I l01SEWFRFA$F. 11 1 I �' �pp
-_ r.� 1__ � '1 ha �� / O /`� b ,S`O tl`'r I I �� I 1 1 I
r 1 1
S18'48'27"E -- s ---.4 ---- r l $
106 37' MWAS. f N 88° 2' 494 58
006.42' DEED) J O /
N °1' T 3" E J W BAKER
KEMP N853 '27 to 00' p 1 w SMITH ; R/V1/
BELANGER Q
ILL
4 CIVIL
DESIGN, II
u> No. 101
:v
LEGEND
- - - - - - - SEWERAGE BASIN DIVIDE
EXIST ATV OR FOOT TRACK
_ _''° _ _ - SEWER. DRAINAGE OR UTILITY
EASEMENTS
C} STORM DRAIN PIPING SCHEMATIC
TREE/ VEGETATION LINES
— - — - — - - BUILDING SETBACK LINE
GOMEZ
HASLAUER
N88°50'38 - -
\—
\ BLISSIT THYLOR SAWYER HERRMANN LAND HARWELL ELGOR, INC.
GENERAL NOTES .e
1 Ground contours (7 intervals) are interpreted from aerial
survey Elevation source PAGIS. M S L
2 All vas towig coved bomm7y van are mearred tamp dwid f
distances
3 Front building set -backs shall be as follows. 25for residen-
tial and minor residential', NY for collector street, and 35'
for minor arterial
4 A 10 foot"no vehicle access" easement will be final platted d
along double -fronted lots along Cooper Orbit Road as follows.
Street Classification Requirements Lot Nos 2021,29,eminor rteransfolsws 37 Lot Nosgh 133, PRELIMINARY PLAT FOR CAPITOL LAKES ESTATES
q along such lots on the minor arterial as follows Lot Nos. 133
Kanis Road West Minor Arterial Both Sides 201, 202, 203. 222, 223, 234.241, and 149
Hartford Residential One Side 5 Vehicle access for single -fronted lots along Cooper orbit Road CITY OF LITTLE ROCK
Denver "" I'll'' will be permitted l as follows Lot Nos 1, 34, and 35
Frankfort Cul-de-sac N/A PULASKI COUNTY ARKANSAS
Bangor "" ^•• 6 Storm drainage piping Is shown hereon graphically in approximate
gResidential locations All storm drainage piping, inlet boxes, and ditching
Lansing One Side will be contained within public street ROW's and/or exclusive PLATE 3 OF 3
St. Paul ,r•, ,,., drainage easements.
Sacremento "" ^" DRAWN
a WNB4- s°96
7 Street continuance IIIIOfrllailon signs per Section 31-202(d) of :
Pierre the Subdivision and Zoning Ordinance Oil be provided at the REVISED5-29-96
Baton Rouge "" ^^ project boundary lines on all street stubs to adjoining property
Tallahassee "" "" OWNER OF RECORD John Burnett_ Trustee
Albany Cul-de-sac N/A 8 Minimum curb return and property line radii at arterial and TITLE SOURCE 46-8702, BOOK E,PG 537
Rose Garden Residential One Side collector street intersection shall be minimum 31 5' All other
Lincoln '"' "r street curb return radii shall be a minimum of 25' NI prop ���(((
erty line radii at street ROW line intersections shall be a min- / CAVIL. L3E S I CJN , INC.
Phoenix Cul-de-sac N/A mum of 25' , 15 1104 CAN'140 :I.I . IL( )Al )
I .C1-11.1i IZ( )(-'K. Al2KANSAS 7221 2
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