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VICINITY MAP
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Lands lying in the Southeast 1/4 of the Northeast Guarter of Section 3 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 598.63 feet; thence North 00 degrees 00
minutes 00 seconds East 350.59 feet to the point of beginning; thence North 00 degrees 14
minutes 07 seconds East 444.69 feet; thence South 89 degrees 45 minutes 51 seconds East
292.46 feet; thence South 00 degrees 14 minutes 07 seconds West 444.69 feet; thence North 89
degrees 45 minutes 50 seconds West 292.46 feet to the point of beginning containing 2.986
Less and except the following Right of Way Dedication for Richsmith Lane
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 598.68 feet; thence North 00 degrees 00
minutes 00 seconds East 350.59 feet; thence North 00 degrees 14 minutes 07 seconds East 10.00
feet to the point of beginning; thence North 00 degrees 14 minutes 07 seconds East 60.00
feet; thence South 89 degrees 45 minutes 51 seconds East 292.46 feet; thence South 00 degrees
14 minutes 07 seconds West 60.00 feet; thence North 89 degrees 45 minutes 50 seconds West
292.46 feet to the point of beginning containing 0.403 acres more or less.
Le DeSTPU0117 Lot 6 (Phase In
Lands lying in the Southeast 1/4 of the Northeast Guarter of Section 3 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 891.10 feet; thence North 00 degrees 00
minutes 00 seconds East 349.39 feet to the point of beginning; thence North 00 degrees 14
minutes 07 seconds East 444.69 feet; thence South 89 degrees 45 minutes 51 seconds East
283.00 feet; thence South 00 degrees 14 minutes 07 seconds West 444.69 feet; thence North 89
degrees 45 minutes 50 seconds West 283.00 feet to the point of beginning containing 2.889
Less and except the following Right of Way Dedication for Richsmith Lane
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 891.10 feet; thence North 00 degrees 00
minutes 00 seconds East 349.39 feet; thence North 00 degrees 14 minutes 07 seconds East 10.00
feet fo the point of beginning; thence North 00 degrees 14 minutes 07 seconds East 60.00
feet; thence South 89 degrees 45 minutes 51 seconds East 283.00 feet; thence South 00 degrees
14 minutes 07 seconds West 60.00 feet; thence North 89 degrees 45 minutes 50 seconds West
283.00 feet to the point of beginning containing 0.385 acres more or less.
CMTIFICATE 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.
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-LOTS
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FOB - LOT 6
Date of Execution
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CMTIFICATE OF PREI.BMARY PLAT APPROVAL N89045950"W
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GEO C & FRANCES MARTIN
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Source of Title:
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All requirements of the Little Rock Subdivision Rules and Regulations
Instrument No.2009045701
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relative to the preparation and submittal to a preliminary plat have been
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(M1MCATE0FRUffJM QARYSURVEM0A000RACY
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fulfilled, approval of this plat is hereby granted. subject to further
and regulations. This certificate shall expire on
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I, Robert D. Holloway, hereby certify that this plat correctly represents a boundary survey made under m supervision
596.63'
provisions of said rules
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and boundary markers shown represents a boundary survey made under my supervision and boundary markers shownp
878.10'()--Z 1
-.� 18" DIA PRECAST SPHERE
hereon actually exist and their locations, type and material are correctly shown. The plat has been surveyed and duly
F.1"PIPE
12" DIA PRECAST SPHERE
filed for record in the offices of the state surveyor and the county circuit clerk within the last (7) years,
F.1"PIPE
SECOR,SW1/4,NE1/4,
Date of Execut:-r Chairman, Little Rock
SECOR,SW1/4,NE1/4,
PRECAST CONCRETE CAP
METAL FENCE PANELS
SEC.3,PUL.00.,AR
Planning Commission
SEC.3,PUL.CO.,AR
11111111MIMP
Date of Execution ROBERT D. HOLLOWAY
ACREAGE PER 40
BE 1/4. NE 1/4. SECTION 3 5.742 ACRES
TOTAL 5.742 ACRES
LEGEND
FOUND IRON PIN
O FIP
SET IRON PIN - i/2"REBAR WITH
CAP
• SIP
CONCRETE MONUMENT
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CENTERLINE OF ROAD
RIGHT OF WAY
- -
- -
LOT LINES
FENCE LINES
X
X
EASEMENT LINE
- -
-
-
ELECTRIC LINE
E
E
SEWER LINE
WATER LINE
W
W
SOLID
SODDING
3; 1 .u..,
.-0.
36'-0" BC _TO BC
OF PAVEMENT
32'-0"
CLASS 3OR 4 3" ASPHALT PROFILE GRADE
CURB & GUTTER /WEARING SURFACE i /
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 BITUMINDJS 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-1BO)
2. FOR AREAS OF SUBGRADE PREPAPATION TO RECEIVE CONCRETE SIDEWALKS,
SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 90% MAXIMUM. (AASHTO T-160).
3. CRUSHED STONE MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY OF 100% MAXIMUM (AASHTO T-191)
4. CENTERLINE PROFILE MILL REQUIRE HEIGHT GREATER THAN CURB FORSOME STREETS TO MAINTAIN 2% MINIMUM CROSS -SLOPE.
5. THICKNESS SHALL BE DETERMINE) BY SOIL TEST AND PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT OF PUBLIC WORKS.
TYPICAL STREET DETAIL
SOLID o
SODDING m SIGN o 0
al to
- BRICK
TYPICAL FENCE DETAIL
REGISTERED LAND SURVEYOR
NO. 83, ARKANSAS
CERTIFICATE OF PREE M URY ENCROM G 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
General Notes:
i. There will be approximately 559 feet of new road construction
2. No designated wetlands lie on the Property.
3. All Lots will be tied to the Little Rock Wastewater Sewer Systems and Central Arkansas Water.
4. All disturbed areas to be seeded, fertilized, watered and mulched.
5. All disturbed areas must be sodded. One 1-1/2" tree per every 2 units. Six 1-gallon shrubs per unit.
6. All new streets shall have street lighting and signage per Little Rock Standards.
7. All first floor finished elevations to be minimum 1'-O" above the 100 year flood elevation.
8. All driveways in the right of way shall be paved concrete, all drain pipe in the right of way to be RCP
9. All dumpsters to be Within a brick, gated enclosure. e
10. All future phases and street/infrastructure improvements to be completed as each lot is final platted.
ii. An 80' diameter temporary gravel turn -around shall be provided at the end of each phases of
roadway construction.
12. There are 201 total 'parking spaces, 12 ADA spaces.
ROBERT D. HOLLOWAY
REGISTERED PROFESSIONAL
ENGINEER NO. 2335. ARKANSAS
L 9' _ Il'�f' 99 I
VANAGY'E`SS�LII
HANDICAP DE'PAM
Valley Estates at Mabelvale, L.P.
9800 Maumelle Boulevard
North Little Rock, AR 72113
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',URVEY CODE: 500-01S-i3W-003-12O- -0083
THERE ARE NO PORTIONS OF THIS LOT INCLUDED IN THE
100 YEAR FLOOOPLAIN AS SHOWN ON FEMA FLOOD INSURANCE
ATE MAP#050181092F DATED 1/19/01.
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