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TOTAL PARCEL SIZE
16.438 ACRES
PROPOSED USAGE
SINGLE FAMILY RESIDENTIAL
COMMON USABLE OPEN SPACE
6.292 ACRES
AVERAGE LOT SIZE
0.227 AC.
LENGTH OF NEW ROADS
569.5 FT
MINIMUM LOT SIZE
0.633 AC.
NUMBER OF LOTS
9 LOTS
OPEN SPACE TRACT A
LOTS PER GROSS ACRE
11.825
HARVEY
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DEVELOPMENT SCHEDULE: AR A S S �`4�i l��i-�
CONSTRUCTION OF THIS PROJECT WILL COMMENCE IN SEPTEMBER 2013. * * �.STATE OF''• -4
COMPLETION WILL BE APPROXIMATELY DECEMBER 2014. R T B ? ARKANS S
PR SIGNATURE A.Bow
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o. 2335
p'�P�y�t
(HEAVY
DUTY)
CERTIFICATE OF PRELD41NARY P�PROVAL " ,.....„a"
24' BOC
TO BOC
All requirements of the Little Rock Subdivision Rules and Regulations
7' CLASS 7 BASE COURSE AT 100% MODIFIED
2'-YP.
UPRIGHT CURB
relative to the preparation and submittal to a preliminary plat have been
PROCTOR DENSITY OVER GEOTECH FABRIC
(SEE DETAIL)
fulfilled, approval of this plat is hereby granted, subject to further
provisions of said rules and regulations. This certificate shall expire on
UPRIGHT CURB
PROFILE GRADE
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3" ASPHALT WEARING
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SURFACE
2% SLOPE ..:...
2% SLOPE-
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Date Date of Execution Chairman, Little Rock
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Planning Commission
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CERTIFICATE OF ENGINEERING ACCURACY
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4� PERFORATED
UNDERDRAIN PIPE
I. Robert D. Holloway hereby certify that this plat correctly
I -III -I I I -I I I -I I I -I I I -I I I -I I I -I
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COMPACTED
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SUBGRADE
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BACKFILLED WITH
6" COVER AND 12" WIDTH
represents a plan made by me and that the engineering requirements of the
Maumelle Subdivision Rules and Regulations have been comp led with
AT 95% MODIFY PROCTOF DENSITY.
OF GRANULAR MATERIAL
on
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LEGAL DESCRIPTION:
ROADWAY TYPICAL SECTION
(DRAINS INTO JUNCTION
BOX OR CURB INLET)
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Part of the Southeast Quarter of the Northeast Quarter of Section 21,
PAVING NOTES NOT TO SCALE
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Date of Execution
ROBERT D. HOLLOWAY
REGISTERED PROFESSIONAL
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Township 2 North, Range 13 West, Pulaski County, Arkansas, moreT
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ENGINEER N0. 2335, ARKA S
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particularly described as follows:
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AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR CURB AND GUTTER,
UPRIGHT
ode
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SUBGRADE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 95% OF MAXIMUM DENSITY
CLASS
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Commencing at the southeast corner of the northeast quarter of said
OBTAINED AT OPTIMUM MOISTURE CONTENT. (AASHTO T-180)
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Section 21 which is also the point of beginning; thence North 87 degrees
2.
CRUSHED STONE- MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY OF
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CERTIFICATE OF SURVEYING
ACCURACY
of
42 minutes 36 seconds West 1460.16 feet; thence North 23 degrees 53
100% MAXIMUM (AASHTD T-191).
2'Radius
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I. Robert D. Holloway,
hereby certify that this plat correctly
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minutes 03 seconds West 441.05 feet; thence North 52 degrees 14 minutes
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represents a boundary
survey made by me and boundary mark rs shown
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hence South 80 degrees 59 minutes 16
seconds East 435.50 feet' t 9
30 s
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R H M
CENTERLINE PROFILE WILL REQUIRE EIGHT GREATER THAN CURB FOR SOME
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hereon actually exist
and their locations, type and mate ial are correctly
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seconds East 125.95 feet: thence South 64 degrees 29 minutes 05 seconds
STREETS 70 MAINTAIN 2% MINIMUM CROSS -SLOPE.
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shown.
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East 200.10 feet; thence South 67 degrees 08 minutes 35 seconds East
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394.10 feet; thence South 60 degrees 02 minutes 47 seconds East 329.39
4.
GEOTECHNICAL REPORT BY ANDERSON ENGINEERING.
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feet; thence South 69 degrees 1B minutes 28 seconds East 365.24 feet;
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thence South 00 degrees 38 minutes 15 seconds West 175.82 feet to the
5.
CURBS A7 THE INTERSECTION OF BEAU RIVAGE DRIVE AND BEAU RIVAGE
-6' 6'
Date of Execution
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point of beginning containing 16.438 acres more or less.
COVE AREA SUPERELEVATED TO MAINTAIN DRAINAGE IN GUTTER TO
ROBERT D. HOLL AY
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PREVENT RUNOFF FROM CROSSING BEAU RIVAGE DRIVE.
CM D A�
NEEGISO.8TERED LANDS SURVEYOR
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SE 1/4
BONNIE
HARVEY
HARVEY
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COMMON.
SE COR.,NE 1/4
SEC.21,T-2-NA-13-W
PUL.CO.,AR.
GENERAL NOTES:
1. ALL LOTS SHALL HAVE A 5.0' UTILITY EASEMENT AT THE STREET.
2. ALL LOTS SHALL HAVE A 5.0' DRAINAGE AND UTILITY EASEMENT ALONG ALL SIDES
OF THE LOT UNLESS NOTED OTHERWISE.
3. SETBACKS WILL BE IN ACCORDANCE WITH THE ZONING ORDINANCE.
4. PROPERTY IS ZONED R-2, AND WILL BE USED FOR RESIDENTIAL HOUSING.
5. ALL LOTS ARE INTEINDED TO BE SOLO AS SINGLE FAMILY HOUSING.
6. WATER WILL BE SUPPLIED BY CENTRAL ARKANSAS WATER.
7. WASTEWATER DISPOSAL WILL BE BY THE LITTLE ROCK WASTEWATER UTILITY.
8. OPEN SPACE TRACT -A WILL BE DEDICATED AND MAINTAINED BY THE CONSERVANCY.
9. THERE SHALL BE NO PARKING ALLOWED ON THE SOUTH SIDE OF THE STREET.
CERTIFICATE OF OWNER
We, the undersigned, owners of the real estate shown and described herein,
do hereby certify that we have laid off, platted and subdivided, and do
hereby lay off, plat and subdivide said real estate in accordance with this
plat.
Date of Execution Kenneth Shollmier
13925 Beau View Drive
Little Rock, Arkansas 72223
Source of Title 2006002726
SURVEY CODE: 500-02N-'3W-0-21-100-60-0083
THERE ARE NO PORTIONS OF THIS PROPERTY INCLUDED IN THE
100 YEAR FLOODPLAIN AS SHOWN ON FEMA FLOOD INSURANCE
RATE MAP #05Oi8iOO42-F. DATED OCTOBER 19, 2001.
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