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LOT 4, OJ.L�ClL lld•�111\1DS A AV11d•1�U1111L L V L'1�1L. E
=2 ROB, PULASK COUNTY, AWCANSAS - JULY 2',2, 2010
ZONED PD-R
LEGAL DESCR MON
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 1 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.BOi
acres more or less.
less and except the following:
RICMh= LANE RIGHT OF WAY DEDICATION:
Lands lying in the Southeast 1/4 of the Northeast Quarter of Section 3 and in the Northwest
Quarter of Section 2 all in Township i 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 324.35 feet; thence North 00 degrees 00
minutes 00 seconds East 361.72 feet to the point of beginning; thence North 00 degrees 14
minutes 10 seconds East 60.00 feet; thence South 89 degrees 45 minutes 50 seconds East 274.33
feet; thence South 00 degrees 14 minutes 10 seconds West 60.00 feet; thence North 89 degrees
45 minutes 50 seconds West 274.33 feet to the point of beginning containing 0.378 acres more
or less.
CERTIFICATE OF PRE UMARY 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
CERTHWATE 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: 2009045701
Instrument No.
Garth Development, LLC
Robert Garth
9800 Maumelle Boulevard
North Little Rock, AR 72113
=TIFiCATE OF PRI LDAI iARY 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.
Ib -ItII I
Date of Execution ROBERT D. HOLLOWAY
REGISTERED LAND SURVEYOR
NO. 83, ARKANSAS
CMTMCATE OF PRELD(MiARY E NCENEER dO ACCURACY
I. Robert D. Holloway hereby certify that this plat correctly represents a plan made by me and that the engineering
requirements of the North Little Rock Subdivision Rules and Regulations have been complied with.
Date of Execution ROBERT D. HOLLOWAY PROFESSIONAL 00�•
ENGINEERENO. 2335, ARKANSAS J// AR A�JTE AS `"%:44C}IS'T$���i
f
e * 1%''• STATE OF%
TN,�B' SIGNA
s
No. 2335 � ��J' fo�TD. HOS.,,•�''Sti
" ILrrLA��01
:U111*4
1. CONTRACTOR TO CONTACT ARKANSAS 'ONE -CALL' PRIOR TO ANY EXCAVATION WORK.
2. PARKING LOT LIGHTING TO BE MERCURY VAPOR 'SHOEBOX' 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 Rock 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.
11. 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.
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.
2.
8"SEWER MAIN
o -
� n
SOLID F.1"PIPESE COR.
o .:
36'-0" BC TO BC SODDING SW 1/4, NE 114, SEC.3 g
SOLID EDGE OF PAVEMENT T-1-S,R-13-W, Ng0.00'00"E
SODDING 32'-0" PAVEMENT s PUL.CO.,AR
-2'-0" 0 324.31.
OR 4 3" ASPHALT PROFILE GRAOE CIC
f4� /CURBS&3GUTTER WEARING SURFACE i / �� �: 1j
9" CLASS 7 BASE COURSE AT 100% ' I 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 95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT. (AASHTO T-i80)
2.FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE CONCRETE SIDEWALKS,
SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 90% MAXIMUM.(AASHTO T-i80).
3. CRUSHED STONE- MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY OF 100% MAXIMUM (AASHTO T-191)
A. 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
vow'vowl OT4 c1l
CURB
THIS PLAT
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
B
PAVING DETAIL BY ENGINEER)
INTERIOR PARKING AREAS -
ALL DRIVE AREAS TO BE HEAVY-DUTY ASPHALT
FIRE FLOW/WATER PRESSURE
STATIC WATER PRESSURE: APPROX.73 PSI
RESIDUAL WATER PRESSURE: 66 PSI
1500 GPM AVAILABLE FIRE FLOW
MAX.FIRE FLOW: 7000 GPM WITH 20 PSI
ACREAGE PER 40
�GP•• Holloway
Engineering, • y
= i' • surveying & 1
J •Clvil DeslB n, PLI:2
•• No. 1979
',�°'•�,gRKANSPS•��,•
"amm�uua�.
BE
1/4,
NE
1/4.
SECTION
3
3.218
ACRES
SW
1/4.
NE
1/4.
SECTION
3
0.897
ACRES
TOTAL L4.115 ACRES
VICINITY MAP
RIGHT-OF-WAY RECORDED WITH FINAL PLAT OF
LOT 3 ORCHARDS OF MABELVALE
AS BAS#20liO36748 DATED 6/23/11,
RECORDS OF PULASKI COUNTY ARKANSAS
I
GRAPHIC SCALE 1"=30'
0 30 60
BASIS OF BEARING
STATE PLANE COORDINATES
ARKANSAS NORTH ZONE NAD-83
TYPICAL PAREI Ni
NTS
9 8
VA
VA
VA
STANDARD VANACCBSSIBr
HANDICAPDBTAM 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
0 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#050181092F, DATED 1/19/01.
SURVEY CODE: 500-01S-13W-003-120-60-0083
500-01S-13W-003-130-60-0083
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