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LEGAL DESCRIPTION:
Part of Townshipt2eNorthheast Rangeu13ter of the West. Pulaskitheast Quarter of County. Arkansas,Son 21,
more
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
77.83' I' 60 Od 60 \\I x, 59.2 -t
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__L - S87'42'36'E 344.68`
53.77' N8760 01' * \N87
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0f 25 W I. 1724 6\ W LOR 22 O t N l P p
ITfAa 0.1NAa " µme\ 0.64.2
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64.44'.
N87'92'36'tl
TRINITY ASSEMBLY
OF GOD CHURCH
S' ZONING Z �o P01.I A
R-z� zo
EDGE OF
PAVEMENT
SOLID SODDIN 2'-0. 21'-0" rPAVEMENT
u, IL
/CURBS&3GUUTTER /WE ASPHALT i/PROFILES GRADE
WEARING SURFACE 2% S
CERTIFICATE OF PRELI)#1I IARY FIAT APPROVAL
all requirements of the Little R6ck 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
crovisions of said rules and regulations. This certificate shall expi-e on
Date Cate of Execution Chairman, Little Rock
Planning Commission:
ARY SEWER /
i
�- BLOCK B
WALTON H 91GHTS
\\\ BK. 861, /PG. 329Z
\ \ 'R-2' ONING
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seconds East 125.95 feet: thence South 64 degrees 29 minutes 05
seconds
-
East 200.10 feet; thence South 67 degrees 08 minutes 35 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 iB minutes
38 15 seconds West 175.62 feet
to the
PROCTOR DENSITY
OVER GEOTECH FABRIC
A7 95% MODIFY PROCTOR DENSITY.
thence South 00 degrees minutes
point of beginning containing 16.438 acres more or less.
GENERAL NOTES
I AREAS
TO RECEIVE BITUMINOUS
PAVING, CONCRETE DRIVEWAYS, OR CURB AND GUTTER.
CURVE DATA
-IN
SUBGRADE
SHALL BE COMPACTED TO
A DENSITY NOT LESS THAN 95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MO::'URE
TAG
A
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CS
90'47'47'
1 75.00'
1 116.85'
1 75.05'
76.3953
106.80'
C2
63'49'33'
I BS.II'
I 9B.15'
1 54.87'
65.0284
93.15'
C3
35'55'20"
1 125.14'
1 64.40'
1 32.93'
45.7859
63,69'
C4
35'55'11'
1 75.00'
1 38.59'
1 17.73'
75.3953
38.17'
LEGEND
FOUND IRON PIN
O FIP
SET IRON PIN -
1/2"REBAR WITH
CAP • SIP
CONCRETE MONUMENT
O CM
CENTERLINE OF
ROAD
-
RIGHT OF WAY
LOT LINES
FENCE LINES
- X
X -
EASEMENT LINE
- - - - -
- - - --
ELECTRIC LINE
fl
- fu-
SEWER LINE
O--S
S-O
WATER LINE
W
W
CONTENT. (AASHTO 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 STONE- MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY OF 100% MAXIMUM (AASHTO T-191).
4.CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FOR SOME STREETS TO MAINTAIN 2% MINIMUM CROSS -SLOPE.
THICKNESS SHALL BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT OF PUBLIC WGI<S.
GENERAL NOTES: TYPICAL STREI'✓T DETAII,
1. ALL LOTS SHALL HAVE A 5.0' UTILITY EASEMENT AT THE STREET.
QUANTITATIVE DATA:
2. ALL LOTS SHALL HAVE A 5.0' DRAINAGE AND UTILITY EASEMENT ALONG ALL SIDES
OF THE LOT UNLESS NOTED OTHERWISE.
3, THE BUILDING SETBACKS ARE 25.0 FEET.
4. ALL SIDE YARD SETBACKS ARE TO BE 10% OF LOT WIDTH WITH A MIN. SETBACK OF 8.01
5. ALL REAR YARD SETBACKS ARE 25.0'.
6. PROPERTY IS ZONED R-2, AND WILL BE USED FOR RESIDENTIAL HOUSING.
7. ALL LOTS ARE INTENDED TO BE SOLD AS SINGLE FAMILY HOUSING.
8. WATER WILL BE SUPPLIED BY CENTRAL ARKANSAS WATER.
T TY
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, & I
LOTS PER GROSS ACRE
2.008
-N-
GRAPHIC SCALE 1"=60'
meet mmmi ME
0 60 120
BASIS OF BEARING
STATE/PLANE COORDINATES
ARKANSAS NORTH ZONE NAD-83
o 'n90. 7 z s w aI • ,..
VICINITY MAP
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EXIISTING 6"
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[TON 21 P08
TON.1; CONC.MON.
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CERTMATE OF 1240 BBRINO ACCURACY
I. Robert D. Holloway hereby certify that plat correct]
represents a plan made by me and that t engi ringrequir manta of the
Maumelle Subdivision Rules and Regulations have. men comp]' d wjth.
/ ci2-SC_L��
OWNER / DEVELOPER Date of Execution ROBERT D. HOLLOWAY
Kenneth Shollmier REGISTERED PROFESSION
6000 Scott Hamilton Drive ENGINEER N0. 2335. ARKANSAS
Little Rock, Arkansas 72209
CERTIFICATE OF SURVEYING ACCURACY
I• Robert D. Holloway, hereby certify that this plat correctly Ss✓Ir�"'V.
represents a boundary survey made by me and boundary narkers shown //�St,ATTI a is =
herveon actually exist and their location ype and Rater are correctly n.rI Aft B Ai AS
%� % % 1 E tT *' E1�AL
Date of Execution ROBERT D. HOLLOWA 0
REGISTERED LAND SURVEY
NO. 83. ARKANSAS vfi
No. 2335
CERTIFICATE OFOWNER
We. the do herebyndersiertifyethatowners
we havve laid of the off. eplattedtate shown
and subdividedbeandherein. ``,��p,��'I""'n,,���.
hereby lay off, plat and subdivide said real estate in accordance with this
CsISTEjt��,��'
plat. S
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9. WASTEWATER OISPOS,&L WILL BE BY THE LITTLE ROCK WASTEWATER U ILI DEVELOPMENT SCHEDULE:
10, OPEN SPACE TRACT-A�WILL BE DEDICATED AND MAINTAINED BHETHE
HEICONSERVANCY. PGA. CONSTRUCTION OF THIS PROJECT WILL .;_ °'ICE 1h ____•�__R 2000 TOTAL OPEN SPACE =3.416ACRES
OPEN SPACE TRACT_. - COMPLETION WILL BE APPROXIMATEL- ____'iiER 20'.
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Date of Execution Kenneth Shollmier - ��.+"'
6000 Scott Haeilton Drive SIGNATURE�-' �_ ``.�P(E Typ
Little Rock. Arkansas 72209
,
Source of Title 2005002726
SURVEt COCE'. 500-02ti-13W-0-21-1O0-60-00E3
' j CTHE HOLLOWAY�
.,�JfO'•1D.H0\ " FIRM. INC.
�''�•�'AL LAB =
No. 1879
THERE EARARE
FNOOPORTIONS t 6HTHIS
►HI ONROPERTY INCLUDED IN THE ''of9i1'SAS-110
0 E FLOOD INSURANCE
='-E m!= 40501810042-r. DATED OCTOBER 19, 2001,