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'`ZONING
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ZONI\\
\LEGAL\\\DESCRIP'I'i\\ ON:
Part of the Southeast Quarter of the Northeast Quarter of Section 21,
Township 2 North, Range 13 West, Pulaski County, Arkansas, mo e
particularly described as follows:
Commencing at the southeast corner of the northeast quarter of said
Section 21 which is also the point of beginning; thence North 87 degrees
42 minutes 36 seconds West 1460.16 feet; thence North 23 degrees 53
minutes 03 seconds West 441.05 feet: thence North 52 degrees 14 minutes
30 seconds East 435 50 feet; thence South 80 degrees 59 minutes 16
IF
CB<tT1FICATE OF PRELAIINARY PLAT APPROVAL
All requirements of the Little Rock Subdivision Rules and Regulations
relative to the preparation and submittal to a preliminary plat have been
fulfilled, approval of this plat is hereby granted, subject to further
provisions of said y!ules and ragu]ations. This certificate shall expire on
Date Date of Execution Chairman, Little Rock
Planning Commission/
EXISTING 6"
_-� ANITARY SEWER
E 344.68'
LOT24 -LOTZi + \ �� OP N P E
0.164Aa c 0.164Ao 0.164Aa m OT46C D
m\ Ki
>11
64.2a' 64.06' 64.44' -
BABQ-3� A'36iF0, N87'42'366"
TRDUW ASSENMB N8 03
OF GOD CHURCH \
" S' �o ING GHHART
�O POLLARD-R-2, ZONING
1
EDGE OF
PAVEMENT
0 SODDIN 2'-0. 21'-0" PAVEMENT
CL
CLA S 3 OR 4 WEARINGALT SURFACE 1 /PROFILE GRADE2% SLOPE
4 /CUR 6 GUTTER I �--
/ WALTON H91GHTS
BK ; 661, 'PG. 329 Z
R-2' ONING
F�
seconds East 125.95 feet: thence South 64 degrees 29 minutes D5
East 200.10 feet; thence South 67 degrees 08 minutes 35 seconds
seconds
East
-
394.10 feet: thence South 60 degrees 02 minutes 47 seconds East
28 seconds East 365.24
329.39
feet;
7" CLASS 7 BASE COURSE
AT 100% MODIFIED
COMPACTED SUBGRADE
feet: thence South 69 degrees 1 minutes
15 West 175.82 feet
to the
PROCTOR DENSITY OVER
GEOTECH FABRIC
AT 95% MODIFY PROCTOR DENSITY,
thence South 00 degrees 8 minutes seconds
less.
point of beginning containing 16.436 acres more or
GENERAL NOTES
I AREAS TO
ECEIVE BITUMINOUS
PAVING, CONCRETE DRIVEWAYS, OR CURB AND GUTTER.
CURVE DATA
-IN
SUBGRADE SHA
L BE COMPACTED TO
A DENSITY NOT LESS THAN 95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE
TAG
A
R
L
T
D
C
C1
90'47'47"
75.00'
118.85-
76.05-
76.3953
f06.80'
C2
63'49'33"
88.11'
98,15'
54.87'
65.0284
93.16'
C3
35'55'20"
125.14'
64.40'
32.93'
45.7859
63.69'
C4
35'55'11"
75.00'
38.59'
17.73'
76.3953
38.17'
LEGEND
FOUND IRON PIN
0 FIR
SET IRON PIN -
1/2"REBAR WITH
CAP • SIP
CONCRETE MONUMENT
0 CM
CENTERLINE OF
ROAD
-
RIGHT OF WAY
LOT LINES
FENCE LINES
- X
X -
EASEMENT LINE
- - - - -
- - - --
ELECTRIC LINE
e
e
SEWER LINE
O--S
S-O
WATER LINE
W
W
CONTENT. (AA HTO T-180)
2.FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE CONCRETE SIDEWALKS,
SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 90% MAXIMUM.(AASHTO T-180).
3.CRUSHED STON - MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY OF 100% MAXIMUM (AASHTO T-191).
4.CENTERLINE P OFILE WILL REQUIRE HEIGHT GREATER THAN CURB FOR SOME STREETS TO MAINTAIN 2% MINIMUM CROS?-SLOPE.
THICKNESS SMALL BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT OF PUBLIC WOSKS.
GENERAL NOTES: 'TYPICAL STREET DETAIL
1. ALL LOTS SHALL HAVE A 5.0' UTILITY EASEMENT AT THE STREET. QUANTITATIVE DATA:
2 ALL LOTS
SHALL
LENOTED HAVE
0- DRAINAGE AND TILITY EASEMENT ALONG ALL SIDES
OF T
3. THE BUILDING SETBACKS ARE 25.0 FEET.
4. ALL SIDE YARD SETBACKS ARE TO BE 10% OFLOT WIDTH WITH A MIN. S TBACK OF 8.0'
5. ALL REAR YARD SETBACKS ARE 25.0'.
6. PROPERTY IS Z�j'�EO R-2, AND WILL BE USED FOR RESIDENTIAL HOUSING
7. ALL LOTS ARE INTENDED TO BE SOLD AS SINGLE FAMILY HOUSING.
S. WATER WILL BE SUPPLIED BY CENTRAL ARKANSAS WATER.
Y
TOTAL PARCEL SIZE
16.438 ACRES
PROPOSED USAGE
SINGLE FAMILY RESIDENTIAL
-
COMMON USABLE OPEN SPACE
8.262 ACRES _
AVERAGE LOT SIZE
0.223 AC.
LENGTH OF NEW ROADS
1339.24 FT
MINIMUM LOT SIZE
0.164 AC,
NUMBER OF LOTS
30 LOTS +
OPEN SPACE TRACTS A.B. 6 C
LOTS PER GROSS ACRE
2.008
00
00
00
Y I
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GRAPHIC SCALE 1"=60' ���3I �1
H
jl � . r' � � . f {I'7\'i4rj f Ar i. U
0/ 60 120 S�yl 1 1 \A ram, Z
BAjIS OF BEARING � �� �j� � � r � � �; , �� I"•`\, Q
STATE PLANE COORDINATES
ARKANS'S NORTH ZONE NAD-B3
, 1
z _
W
m
0 Cu
VICINITY MAP = Cr
H
,\ A` z
LLI 41 C
> (0
EXISTING 6", N of
SANITARY SEWER to ,�
)
�
CU X
90 O
lie
00 � •
CL
511IDE LNA �_ _
�RIVER NITN. \ 3 \ PARK
in
R-2' ZONIN�6.,
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iAc -ON1
\�\� SE U4 SBCTION3`1COMMON.-_
�_---�
AIARVEY SE COR.,NE 1/4
bh�r, --`\\ SEC.21,T-2 N,R-13-W
PUL.CO.,AR.
CERTIFICATE OF ffid(RNBffitIIQO ACCURACY
I. Robert D. Holloway hereby certify that phis plat
by that t
mrrectl
the
represents a plan made me and engi eringrequir
ments of
Maumelle Subdivision Rules and Regulations have een I,mpl d with.
//-/7- o9 �'/
OWNER / DEVELOPER
Date of Execution ROBERT D. HOL-OWAY
REGISTERED PFVFESSIONA
Kenneth Shollmier
ENGINEER NO. 2335. ARKANSAS
6000 Scott Hamilton Drive
Little Rock, Arkansas 72209
CERTIFICATE OF SURVEYING ACCURACY
I. Robert 0, Holloway, hereby certify that this plat
orrectly
represents a boundary survey made by me and boundary
arkers shown
hereon actually exist and their location ype and anterW
are correctly
shown.
�r
Date of Execution ROBERT D. HO
OWA�
REGISTEREO
D SURVEYOR
NO. 83. ARKA
AS
9. WASTEWATER
DI'z=OSAL WILL BE
BY THE LITTLE ROCK WASTEWATER UTILI .
DEVELOPMENT SCHEDULE:
SPACE
TRACT -A WILL BE
DEDICATED AND MAINTAINED BY THE CONSERVANCY.
CONSTRUCTION OF THIS PROJECT WILL COMMENCE :N DECEMBER 2009, TOTAL OPEN SPACE = 8.416 ACRES
10. OPEN
OPEN SPACE
TP4-75 B, C. AND
- _ 'E 041I�-41NED BY THE HEIGHTS ADDITION POA.
COMPLETION WILL BE APPROXIuA'EL` DECEMBER 2='^
CERTIFICATE OF OWNER
We, the undersSgned, owrers of the real estate shown
do hereby certify that we have laid off, platted and
hereby lay off, plat and sutc?vide said real estate
plat.
Date of Execution Kenneth Sholl
6000 Scott Ha
Little Rock,
Source of Title 2005002726
SURVEY CODE: 500-02N-13W-0-21-100-60-0083
d described herein,
bdivided, and do
accordance with this
ton Drive
ansas 72209
THERE ARE NO PORTIONS
100 YEAR FLOOOPLAIN AS
RATE MAP #0501810042-F
AR A��S,AS
E T
0, No, 2335
Illluinnulii
GIs TER
�? s.
SIGNATURE
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OF THIS PROPERTY INCLUDED IN THE
SHOWN ON FEMA FLOOD INSURANCE
DATED OCTOBER 19, 2001.
OF AUTy%
O
THE HOLLOWAYt
: FIRM, INC.
No.1879