HomeMy WebLinkAboutZ-6120 Map 5S
N
W,4-" �- E
S
100 0 100 200
scale
100feet
1 "-'
CERTIFICATE OF PRELIMINARY
PLAT APPROVAL
All requirements of the Little Rock Subdivision
860-06-20"
(3)
Rules and Regulations relative to the preparation
(4)
680-45-00"
and submittal of a preliminary plat having been
140-00'-00"
(6)
fulfilled approval of this plat is hereby granted
(g)
170-00'-00"
subject to further provisions of said rules and
21 0-00'-00"
$SO
regulations This certificate shall expire
"
Date
Signed.
Residential
One Side
St. Paul
Date of Execution Name
w
L R Planning
CommissionUJI
F --
\
Tallahassee
[Y
Albany
Cul-de-sac
N/A
Rose Garden
C
One Side
CERTIFICATE OF PRELIMINARY
O
I'll
ENGINEERING ACCURACY
X\
N/A
Welham L Dean hereby
certify that this plat correctly represents
Q
I
a plat made by me, and that engineering
w
requirements of the Little Rock Subdivision
Rules and Regulations have been complied
.i
with
Signed.
\
Date of Execution Name. Registered
Engineer
No 4418 Arkansas
CERTIFICATE OF PRELIMINARY
'I
SURVEYING ACCURACY
Will 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 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 Execution Name
Registered Professional
Land Surveyor
No 1170
Arkansas
MATCH LINE A
___
__________ --- ------
r----
490
140LIJ
1 11
I 1
IL 520
I 136 --n CO �O
1 m f =�--- 1
,a, I 510 M.F_ 7 AC
-------- I -- -----r, I (APPROX.)
b I 142 N --
l
t 35k � \ 530
- _ PHASE
530
F- 143 1>
134
144 'rr i 10l1,� \ 5?0
i
145 -�
I have consulted FEMA Flood Insurance Rate Map _ _ _ _ _ _ _ _ _ _ _ _ _I _ _ _ `_ : -- _ _ _ _ -
Community Panel No 050179 0380C dated Mai 16, ---
1983. and find that the hereon property described is ••....
not in a 100 -year flood zone (:' rERF `t
William R Gipson
Registered Land Surveyor
Certification No. 1170
,u
860-06-20"
(3)
340-03'-05"
(4)
680-45-00"
(5)
140-00'-00"
(6)
170-45-00"
(g)
170-00'-00"
Cd
21 0-00'-00"
f• f• Al,!"ANSASXf S A 1 E p
x i AI?kl\its
r
r 11
'�• fU"VAL,..may
.Lp.. r I 6
14M IL
CURVE DATA
RT D L •••pe..•evr•
900 00' 841.94' 6.2158 1353.74 • ;•P�ry 0 F A!I ho
1304.77' 400 00' 4.2328 776.26 CIVIL •;
438.55' 300.00' 13.0648 526.21DES13N, INC 3P
No. 102 0
2036 09' 250 00' 28140 497.510.0=•
1601.04' 250 00' 3.5720 496.91 •'s. f..►•
1003.67 150.00' 5.7086 297.E
•••.,..o ....
539.55' 100 00' 10.61918 197.16
GENERAL NOTES
1 Ground contours (7 intervals) are Interpreted from aerial
survey Elevation source PAGIS MSL
2 All lots having curved boundary lines are measured using chord
distances
3 Front butding set -backs shall be as follows 25' for residen-
tial and minor residential. 30' for collector sheet, and 35'
for minor arterial
4 A 10 foot "no vehicle access" easement will be final platted
along doubie-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
5 Vehicle access for single4ronted lots along Cooper Orbit Road
vnll be 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 boxes, and ditching
well be contained within public street ROW's and/or exclusive
drainage easements
7 Street continuance Information signs per Section 31-202(d) of
the Subdivision and Zoning Ordinance will be provided at the
project boundary lines on all street stubs to adjoining property.
B Minimum curb return and properly line radii at arterial and
coflector sheet Intersection shall be minimum 315' All other
street curb return radii shall be a minimum of 25' All prW
erty line radii at street ROW line intersections shall be a min
Imum of 26
OPEN SPACE
STORMW ATER
DETENTION
OPEN SPACE
r
r 96 9TORMWATER
\?y.
DETENTION
�✓ /r 73
____L 1____.._ J_
MATCH LINE B—B
PRELIMINARY PLAT FOR CAPITOL LAKES ESTATES
CITY OF LITTLE ROCK
PULASKI COUNTY, ARKANSAS
PLATE 2 OF 3
Street
Classification
Requirements
Kanis Road West
Minor Arterial
Both Sides
Hartford
Residential
One Side
Denver
Frankfort
Cul-de-sac
N/A
Bangor
"
Lansing
Residential
One Side
St. Paul
Sacremento
Pierre
Baton Rouge
Tallahassee
Albany
Cul-de-sac
N/A
Rose Garden
Residential
One Side
Lincoln
I'll
Phoenix
Cul-de-sac
N/A
140
CISNERUS
LEGEND
SEWERAGE BASIN DIVIDE
EXIST ATV OR FOOT TRACK
SEWER. DRAINAGE OR UTILITY
EASEMENTS
C}=" --a1 STORM DRAIN PIPING SCHEMATIC
TREE/ VEGETATION LINES
BUILDING SETBACK LINE
DRAWN BY B DEAN
DRAWN 4-15.96
REVISED. 5-29-96
OWNER OF RECORD John a [nom Trustee
TITLE SOURCE 46-0702. BOOK E, PG 537
NC'_CCIVIL 0ES10N. INC -
C15 104
15104 C'AN'1'R1i1.1. ROAI)
D1.1'r11.1? R0(.'K, ARKANSAS 72212