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E o � \ CSRTIFICATB of PRELUMNARY PLAT AFPRUVAL
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N o o All requirements of the Little Rock 8utdivision Rules and Regulations O°
m om relative to the preparation and submittal to a preliminary plat have been 0o m
m z N90'00'00"E fulfilled, approval of this plat is hereby granted, subject to further C��I"IFICA�0F�1�ARYS��R`��ALV<)RACY
L 598.63' provisions of said rules and regulations. This certificate shall expire on N90'00'00 E I, Robert D. Holloway, hereby certify that this plat correctly r pi
and boundary markers shown represents a boundary survey made and r
878.10' i8" DIA PRECAST SPHERE hereon actually exist and their locations, ty a material are/a
mE a__z F.1"PIPE F.1"PIPE 12" DIA PRECAST SPHERE filed for record in the offices of the state sur or a he nl
PRECAST CONCRETE CAP
SE COR,/4,NB1/4, Date of Execution Chairman, Little Rock SE SWII4,NEII4, mm
SWICOR,METAL FENCE PANELS i D
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., Planning Commission ate of Execution ROBE T D. OLLO Y
cc SEC.3,FUL M -AR SEC.3JTL.CO.,AR
Ca
m ACREAGE PER 40
a U) I SE 114, NE 114, SECTION 3 �5.742 ACRES
.t TOTAL 5.742 ACRES
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RIGHT OF WAY
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36'-0" BC TO BC
-EDGE OF PAVEMENT 32'-0" PAV
3 OR 4 3" ASPHALT Pt PROFILE GRADE
& GUTTER WEARING SURFACE i /
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 BITJMINYUS PAVING, CONCRETE DRIVEWAYS, OR CURB AND GUTTER, SUBGRADE SHALL BE COMPACTED
TO A DENSITY NOT LESS THAN'l5% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT. (AASHTO T-l80)
2, FOR AREAS OF SUBGRADE PREP/RATION TO RECEIVE CONCRETE SIDEWALKS.
SUBGRADE SHALL BE COMPACTEC 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 RE(UIRE 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 DETAEL
SOLID
SODDING Do SIGN
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VICINITY MAP
3JnM PLAN OF
_7H2E VALLEY ESTATES
I _ (7 "l 5 & 6
NOVEMBER 4. 2010
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Legal Des -*on - Lot 5
Lands lying in the Southeast 114 of the Northeast Quarter of Section 3 in Township 1 South,
Range 0 West, Pulaski County, Arkansas more particularly described as follows:
Commencing at a found 1 pipe at the southeast corner of SW 114. NE 114 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
276.46 feet; thence South 00 degrees 14 minutes 07 seconds West 444.69 feet; thence North 89
degrees 45 minutes 50 seconds West 279.46 feet to the point of beginning containing 2.853
acres more or less.
Less and xcept the iollowing Right of Way Dedication for Hlchsmitr Lane
Comment ng at a found i pipe at the southeast corner of SW 114. NE 114 of said Section 3;
thence 4orth 90 degrees 00 minutes 00 seconds East 598.68 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
279.46feet; thence South 00 degrees 14 minutes 07 seconds West 444.69 feet; thence North 89
degrees 45 minutes 50 seconds West 279.46 feet to the point of beginning containing 0.385
acres m re or less.
dal D uli'on - Lot 6
Lands ] Fing in the Southeast 114 of the Northeast Ouarter of Section 3 in Township f South.
Range 11 West, Pulaski County, Arkansas more particularly described as follows:
Comnenc ng at a found i pipe at the southeast corner of SW 114. NE 114 of said Section 3:
thence orth 90 degrees 00 minutes 00 seconds East 878.10 feet; thence North 00 degrees 00
minutes 00 seconds East 349.44 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
279.46feet; thence South 00 degrees 14 minutes 07 seconds West 60.00 feet; thence North 89
degrees 45 minutes 50 seconds West 279.46 feet to the point of beginning containing 2.889
acres m re or less.
Less and except the following Right of Way Dedication for Richsmith Lane
Commencing at a found i pipe at the southeast corner of SW 114. NE 114 of said Section 3:
thence 4orth 90 degrees 00 minutes DO seconds East 678.14 feet; thence North 00 degrees 00
minutes 00 seconds East 359.44 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 279.46
feet; t ence South 00 degrees 14 minutes 07 seconds West 60.00 feet; thence North 89 degrees
45 minu es 50 seconds West 279.46 feet to the point of beginning containing 0.064 acres more
or less.
5M- Tip Y" e.• a '.A.11
We, the ndersigned. owners of the real estate shown and described herein,
do hereb certify that we have laid off, platted and subdivided, and do
hereby 1 y off, plat and subdivide said real estate in accordance with this
plat.
Date oflExecution
Source of Title: 2009045701
Instrument No.
esents a boundary survey made under my supervision
my supervision and boundary markers shown
rrectly shown. The plat has been surveyed and duly
y4circuit clerk within the last (7) years.
REGISTERED LAND SURVEYOR
NO. 83. ARKANSAS
CBRTIFICATB OF FRffi.i1MIINARY ENGPDOM0 ACCURACY
I. Robert D. Holloway hereby certify that this correctly
represents a plan made by me and that the eng' eerin requirement of the
North Little Rock Subdivision Rules and Regul tions re been comp ied ith.
Date of Execution ROBERT D. HOLLO Y
General Notes:
1. 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 i'-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.
10. All future phases and street/infrastructure improvements to be completed as each lot is final platted.
11. An 80' diameter temporary gravel turn -around shall be provided at the end of each phases of
roadway construction.
12. There are 209 total parking spaces, 10 ADA spaces.
REGISTERED PROFESI
ENGINEER NO. 2335,
VANACCESSME
HANDICAP DETAIL
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Richsmith Holdings. LLC
9800 Maumelle Boulevard
North Little Rock, AR 72113
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SURVEY CODE: 500-01S-13W-003-120-60-0083
THERE ARE NO PORTIONS OF THIS LOT INCLUDED IN THE
100 YEAR FLOODPLAIN AS SHOWN ON FEMA FLOOD INSURANCE
RATE MAP#05Oi8lO92F, DATED 1/19/01.
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