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LEGAL DH3CR1M0N:
CERTIFICATE OF PRELBADiARY FLAT 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 rules and regulations. This certificate shall expire on
-- ------- Date Date of Execution Chairman, Little Rock
-'" - / Planning Commission
ly
`\ ------ EXISTING 6"
�••• •��•..-- `. �:. �._ ------- __- - �SANITARY SEWER
420
01
WJBLOCK 8
10N EUKICH 3
BK, B61, PG. 329Z
' R-2' ZONING
GRAPHIC SCALE 1"=60'
0 60 120
BASIS OF BEARING
STATE PLANE COORDINATES
ARKANSAS NORTH ZONE NAD-83
LOT32 �•��\\\\ `
\\ 0,18& \\ \ \ •\ ` \ ` \`� `\ ` `� \ \ `\ \\ \\\v ( _ \ ODD$ \ ,:�\
31 IN,
fi �� \\`': 'r6• H87'42 36'W 27.82 -----FBAU KIVAUE - `.�. `. \ \ \\ \\\ \\\ \\ `\ \\ 7� -.� �•� __
\\ \ C2 �7 6 �1i86'02 36 W 7 90 S86'O6'i0) E 55 64 — �-
�� \\
\ \A \
B \ \ �\ \\
\\ \\ C9 LOT28
^ LOT
Part of the Southeast Guarter of the Northeast Guarter of Section 21.
Township 2 North, Range 13 West, Pulaski County, Arkansas, more
particularly described as follows:
Commencing at the southeast corner of the northeast quarter of said
Section 2 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. 425,50 feet: thence South E7 a -es `-= --°` t5
d E ,5 feet •nence South 64 ce,rees�29 % %tes 05 seccncs
\Z \
'rRIIv1Tx Asssn�iY gas ��
OF GOD CHURCH �`.
`\ 'CS' ZONING
Sys \\ \
EDGE OF
PAVEMENT
SOLIC S_ ODD�2 _C. 21'-0' PAVEMENT
IL
CLASS 3 OR 4 3" ASPHALT ,PROF
3� CURB G GUTTER /WEARING SURFACE
'R-2' ZON
LE GRADE
secon s as_
East 200.10
i�...�.. .
feet: thence South 57 degrees 08 minutes 35 seconds
East
-
\
394.10 feet;
thence South 50 degrees 02 minutes 47 seconds East
East 365.24
329.39
feet;
\COMPACTED
feet; thence
South 69 degrees 18 minutes 28 seconds
7•
CLASS 7 BASE COURSE
AT 100% MODIFI-cO
SUBGRADE
thence South
00 degrees 38 minutes 15 seconds West 175.82 feet
to the
PROCTOR DENSITY
OVER GEOTECH FABRIC
AT 95% MODIFY PROCTOR DENSITY.
point of beginning
containing 16.438 acres more or less.
GENERAL NOTES
I.IN AREAS
TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR
CURB AND GUTTER,
SUBGRADE
SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 95% OF
MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE
CURVE
DATA
CONTENT.
(AASHTO T-00)
TAG
p
I R
L
T
1 D
1 C
C1
90-47'47"
75.00'
118.85'
75.05'
76.23.40
106.90'
C2
—es -467n"
88.11'
98.15'
54. 7'
40.00'
40.00'
65'OS'39
93.15,
C3
35'55'20"
123.39'
77.36'
46'26'02
76.10'
C4
35'55'20"
123.39'
77.36'
46'26'02
78.10'
LEGEND
FOUND IRON PIN O FIP
SET IRON PIN - 1/2'REBAR WITH CAP 0 SIP
CONCRETE MONUMENT O CM
CENTERLINE OF ROAD —
RIGHT OF WAY - - - -
LOT LINES
FENCE LINES — X X —
EASEMENT LINE — — — — — — — — --
ELECTRIC LINE O O
SEWER LINE C)—S S--O
WATER LINE —W W-
2.FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE CONCRETE SIDEWALKS,
SUSGRAOE SHAD_ BE COMPACTED TO A DENSITY OF 90% MAXIMUM.(AASHTO T-180).
3.CRUSHEO STONE- MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY OF 100% MAXIMUM (AASHTO T-l91).
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 WORKS,
GENERAL NOTES: TYPICAL STREET DLrrA•IL
1, ALL LOTS SHALL HAVE A 15.0' UTILITY EASEMENT AT THE STREET,
2. ALL LOTS SHAi HAVE A 5.0' DRAINAGE AND UTILITY EASEMENT ALONG ALL SIDES OUANTITA�
OF THE LOT UNLESS NOTED OTHERWISE. IVE DATA:
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 E,0
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.
S. WATER WILL BE SUPPLIED BY CENTRAL ARKANSAS WATER.
9 WASTEWATER DISPOSAL WILL BE BY THE LITTLE ROCK WASTEWATER UT' I-v
TOTAL PARCEL SIZE
16.438 ACRES
PROPGRED USAGE
SINGLE FAMILY HOUSING
COMMinI USABLE OPEN SPACE
8.355 ACRES
AVERAI;E LOT SIZE
0.220 AC.
LENGTH OF NEW ROADS
1276.63 FT
MINIMUM LOT SIZE
0.152 AC.
NUMBER OF LOTS
33 LOTS + TRACT -A
LOTS PER GROSS ACRE
2.008
OWNER / DEVELOPER
Kennetn Snollmier
6000 Scott Hamilton Drive
Little Rock, Arkansas 72209
DEVELOPMENT SCHEDULE:
10. ALL STREETS AND STORM DRAINAGE/MAINTENANCE ARE PRIVATE AND TO 6E '+AINTAINED BY THE CONSTRUCTION OF THIS PROJECT WILL COMMENCE IN AUGUST 2009. TOTAL OPEN SPACE me 8.416 ACRES
PROPER-v OWNER'S ASSOCIATION, COMPLETION WILL BE APPROXIMATELY AUGUST 2010.
me
t- •
Is
N
VICINITY MAP
,,-EXISTINC E i
. SAN-.:TARt SEWS:. I
CERTMOUTE OF BRODGUMM ACCURWIF
I, Robert D. Holloway hereby certify that this plat correctly
represents a plan made by me and that the engineering requirements of the
Maumelle Subdivision Rules and Regulations have been complied wits,
Date of Execution
ROBERT D. HOLLOWAY
REGISTERED PROFESSIONAL
ENGINEER NO. 2335, ARKANSAS
I, Robert D. Holloway, hereby certify that th16 plat correctly
represents a boundary survey made by me and boundary markers shown
hereon actually exist and their locations, type and material are correctly
shown.
Date of Execution
ROBERT D. HOLLOWAY
REGISTERED LAND SURVEYOR
NO. 83, ARKANSAS
CERTIFICATE OF OWMM
We, the undersigned, owners of the real estate shown and cescribed 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
6000 Scott Hamilton Drive
Little Rock, Arkansas 72209
Source of Title 2006002726
SURVEY CODE: 500-02N-13W-0-21-100-60-0083
RIVER MM.
PARK -
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