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SIlF PLAN OF
DOT
49 (ORCHARDS AT MABLVALE
LMLIE ROCK, PULASKI COUNTY, ARKANSAS - JULY 22, 2010
ZONED PO-R
LEGAL DESCRIPTION
Lands lying in the Southeast 114 of the Northeast Quarter of Section 3 and in the Northwest
Quarter of Section 2 all in Township 1 South, Range 13 West, Pulaski County, Arkansas more
particularly described as follows:
Commencing at a found i pipe at the southeast corner of SW 1/4. NE 1/4 of said Section 3;
thence North 90 degrees 00 minutes 00 seconds East 324.31 feet; thence North 00 degrees 00
minutes 00 seconds East 351.72 feet to the point of beginning; thence North 00 degrees 14
minutes 10 seconds East 444.69 feet; thence South 89 degrees 45 minutes 51 seconds East
274.32 feet; thence South 00 degrees 14 minutes 10 seconds West 444.69 feet; thence North 89
degrees 45 minutes 50 seconds West 274.33 feet to the point of beginning containing 2.801
acres more or less.
less and except the following:
RICHSA= LANE RIGHT OF WAY DEDICATION:
8"SEWER
CURB
THIS PLAT
,3C5� i
CURB
Lands lying in the Southeast 114 of the Northeast Quarter of Section 3 and in the Northwest ........ .r:.
all 'n Township i South Range 13 West Pulaski Count Arkansas more "" "' "" """ ""' "'' Quarter of Section 2 1 a h nsa o e
P 9 Y
' as follows: V.-
particularly described f ,..•.::�;;•
P Y
5FS 4 50 E 6 0
Commencinga a found 1 pipe at the southeast corner of SW 1/4, NE 1/4 of said Section 3• "' """"' "" �"''`'•
P P,
.... .............. .. ....... ..... ........................................ .. - ...
e o 90 degrees 00 minutes 00 seconds East 324.35 feet thence North 00 degrees 0 m................................................................................... .............. ::.:•::,;;:•::%'::': 'iJf%d7:+i.;.•:
thence North g eg 0
minutes 00 seconds East 361.72 feet to the point of beginning; thence North 00 degrees 14 - - _- .......-.....
t 00 feet; thence outh 89 degrees 45 minutes 50 seconds East 274.33...... :r•..;,,;'.:: , "
minutes 10 seconds East 60. et,S g --' ^''• �'�'•� :=
.
feet, thence South 00 degrees 14 minutes 10 seconds West 60.00 feet, thence North B9 degrees
_..`�. " �'•� �-� � " '"•'' ' • • " "
9 9
45 minutes 50 seconds West 274.33 feet to the point of beginning containing 0.378 acres more SHA ACCESS "' "' ••-^"• "' " ''"' "''�" ' ^"
!:':':':':':'!:'':'`.': :: :'l:: .:.'.'J ::. •:•.; i=>�t''i": 4•iLi('•.ci"'.:1',c`; ];:j !;): �-:'"'•,': `: :'1:; ^(.f•:!
or less. RE CO D DN AS
BAS#2 S 036748
VICINITY MAP
CERTIFICATE OF PRffi1iARY 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 rules and regulations. This certificate shall expire on
Date of Execution Chairman, Little Rock
Planning Commission
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
Source of Title: 20Q9045701
Instrument No.
Garth Development, LLC
Robert Garth
9800 Maumelle Boulevard
North Little Rock, AR 72113
CERTIFICATE OF PPJUJM NARY SURVEYING ACCURACY
I. Robert D. Holloway, hereby certify that this plat correctly represents a boundary survey made under my supervision
and boundary markers shown represents a boundary survey made under my supervision and boundary markers shown
hereon actually exist and their locations, type and material are correctly shown. The plat has been surveyed and duly
filed for record in the offices of the state surveyor and the county circuit clerk within the last (7) years.
I��,I6-II
Date of Execution ROBERT D. HOLLOWAY _
REGISTERED LAND SURVEYOR
NO. 83, ARKANSAS
MTEPICATE OF PRELDAR ARY ENGIIaBOUIIdG ACCURACY 1
I, Robert D. Holloway hereby certify that this plat correctly represents a plan made by me and that the engineering 7
requirements of the North Little Rock Subdivision Rules and Regulations have been complied with.
Date of Execution ROBERT D. HOLLOWAY
REGISTERD PROFESSIONAL
ENGINEER ENO. 2335. ARKANSAS �/� AR AK we ````�jISTER
r ,
* i * �� STATE OF Ji
BlY61NBI{R =o p stc, AivltF
No.2335
���
'TD j� '-, off,''••,,,,,,,.,.,
4%rib 1 u 1 ss1
NOTES:
\
1.
CONTRACTOR TO CONTACT ARKANSAS 'ONE -CALL' PRIOR TO ANY EXCAVATION WORK.
2.
PARKING LOT LIGHTING TO BE MERCURY VAPOR 'SHOESOX' TYPE W/20' HIGH POLES W/
DOWNWARD LIGHTING ANGLE TO PEVENT LIGHT TRESPASS TO NEIGHBORING PROPERTY.
3.
WATER SERVICE TO BE CENTRAL ARKANSAS WATER.
4.
SEWER SERVICE PROVIDED BY LITTLE ROCK WASTEWATER.
5.
BUILDING HEIGHT IS APPROXIMATELY 51'-0"
6.
TOTAL OPEN SPACE PROVIDED IS 0.820 ACRES.
-
7.
AN 80' DIAMETER GRAVEL TURN -AROUND SHALL BE PROVIDED AT THE END OF THE ROADWAY.
General Notes
1.
There will be approximately 650 feet of new road construction
2.
Detention is provided in the ponds at the north side of the lot.
3.
No Designated Wetlands lie on the Property.
4.
All Lots will be tied to the Little Rock Wastewater Sewer Systems and Central Arkansas Water.
5.
All disturbed areas must be sodded. One 1-1/2' tree per every 2 units. Six 1-gallon shrubs per unit.
-
6.
All landscaped areas to be irrigated.
7.
All new streets shall have street lighting and signage per Little Rack Standards.
B.
All first floor finished elevations to be minimum 1'-0" above the 100 year flood elevation.
9.
All driveways in the right of way shall be paved concrete, all drain pipe in the right of way to be RCP.
10.
All dumpsters are within a brick, gated enclosure.
_
1i.
Open Space Tracts A shall be maintained by The Orchards of Mabelvale. L.L.C.
12.
Occupancy of the proposed structure will be limited to persons 55 years of age or older.
13.
The maximum constructed building height for the new construction is 51 feet.
o
14.
The dumpster pickup and service hours shall be limited to daylight hours.
-
15.
All sidewalk areas to be maximum 2% cross -slope & 5% max. running slope.
a
0 1
SOLID
SODDING
M
OF PAVEMENT
35'-0" BC TO BC
-0"
3 OR 4 3" ASPHALT PROFILE GRACE
& GUTTER /WEARING SURFACE i/
2%
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10'U:TILITY &
DRAINAGE EASEMENT '
I312
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589'45' 50 ` 274. 33'
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CCESS &
FUTURE AEXTENSION
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ROADWAY
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SOLID F.1"PIPESE COR.
o -
SODDING SW 1/4, NE 1/4, SEC 3 �
T-1-S,R-13-11, PUL.CO.,AR N90'00'00'E
a
0 324.31'
9" CLASS 7 BASE COURSE AT 100% ' COMPACTED SUBGRADE
MODIFIED PROCTOR DENSITY AT 95% MODIFY PROCTOR DENSITY.
GENERAL NOTES OVER GEOTECH FABRIC
1.IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR CURB AND GUTTER, SUBGRADE SHALL BE COMPACTED
TO A DENSITY NOT LESS THAN 95Z OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE 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 FORSOME STREETS TO MAINTAIN 2% MINIMUM CROSS -SLOPE.
5. THICKNESS SHALL BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT OF PUBLIC WORKS.
TYPICAL STREET DETAIL
18" DIA PRECAST SPHERE
�12' DIA PRECAST SPHERE
/�-PRECAST CONCRETE CAP
1?L METAL FENCE PANELS
0
to
BRICK
2" HMAC
(3"HEAVY-DUTY)
6" SB-2 BASE MATERIAL
(B"HEAVY-DUTY) SI-381 (NON -WOVEN)
COMPACT THE SUBGRADE TO 95% GEO-TEXTILE (USED
STANDARD PROCTOR COMPACTION TEST. WHERE SPECIFIED
BY ENGINEER)
PAVING DETAIL
INTERIOR PARKING AREAS -
ALL DRIVE AREAS TO BE HEAVY-DUTY ASPHALT
FIRE FLOW/WATER PRESSURE
ACREAGE PER
40
STATIC WATER PRESSURE: APPROX.73 PSI
SE 1/4. NE
114,
SECTION 3
RESIDUAL WATER PRESSURE: 66 PSI
1500 GPM AVAILABLE FIRE FLOW
SW 1/4, NE
1/4,
SECTION 3
MAX.FIRE FLOW: 7000 GPM WITH 20 PSI
TOTAL
� Cif A�Tti''''.
. O
:�4x •Holloway '•��
Engineering, • y
Surveying &CC I
I -{
UA J Civil Design, PLLG 2
No. 1879
3.21E ACRES
0.897 ACRES
4.115 ACRES
RIGHT-OF-WAY RECORDED WITH FINAL PLAT OF
LOT 3 ORCHARDS OF MABELVALE
AS BAS#2011O36748 DATED 6/23/11.
RECORDS OF PULASKI COUNTY ARKANSAS
GRAPHIC SCALE 1"=30'
0 30 60
BASIS OF BEARING
STATE PLANE COORDINATES
ARKANSAS NORTH ZONE NAO-83
TYPICAL PARING
NTS
9 9
STANDARD VANACCBSS M
HANDICAPDETAIL HANDICAPDETAIL
NTS NTS
QUANTITATIVE DATA:
TOTAL
PARCEL SIZE
2.360 Ac
PROPOSED USAGE
ELDERLY HOUSING
RATIO
OF BUILDING COVERAGE
21.7%
FLOOR
AREA
22.314 SO.FT.
TOTAL
PARKING SPACES
64 SPACES
ADA ACCESIBLE PARKING
3 SPACES
LEGEND
FOUND IRON PIN
O FIP
SET IRON PIN - 1/2"REBAR
WITH CAP
• SIP
CONCRETE MONUMENT
Q CM
CENTERLINE OF ROAD
-
RIGHT OF WAY
- -
- -
LOT LINES
FENCE LINES _X
_X
-
EASEMENT LINE
- --
- -- - -
- - -
ELECTRIC LINE
E
E
SEWER LINE
WATER LINE
W
W
THERE ARE NO PORTIONS OF THIS LOT INCLUDED
100 YEAR FLOODPLAIN AS SHOWN ON FEMA FLOOD
RATE MAP#05Oi8iO92F, DATED 1/19/01.
SURVEY CODE: 500-01S-13W-003-120-60-0083
500-01S-13W-003-130-60-0083
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