HomeMy WebLinkAboutS-1516 Map 1FIP T NW CORNER
SB 1CO 1/4
SEC 30,T-2-N,R-13-W
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CERTIFICATE OF PRELIMINARY PLAT APPROVAL
All requirements of the Little Rock Subdivision Rules and Re ulations
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
CERTIFICATE OF PRffi.IIANARY ENGDUMUMG ACCURACY
I. Robert D. Holloway hereby certify that this plat correctly
represents a plan made by me that the engi ing requirements of the
Little ock Subdivision Rules an Regu ations e e bee complied with.
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Date of Execution ROBERT D. H LLOWA
REGISTERED ROFESSIONA
ENGINEER NO. 2335. A NSA
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CERTIFICATE OF SURVEYING ACCURACY
I, Robert D. Holloway, hereby certify that this plat correctly
represents a boundary surrey made or verified by me, all monuments required actually
exist and are correctly s'lown hereon and that 11 surveying requirements
of the Little Rock Subdivision Rules and Regu tions have been complied with.
Date ot Execution R BERT LLOWAY
REGISTERED LAND SURVEYOR
MO. 83. ARKANSAS
SINGLE FAMILY DETACH HOUSING SUBDIVISION
OWNER/DEVELOPER
Beverly Taylor
2102 Old Forge Drive
Little Rock,AR 72227
Source of Title:2006007231
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GRAPHIC SCALE 1"=40'
0 40 80
BASIS OF BEARIN3 EQUAL STATE PLANE COORDINATES
1983 GRID NORTH ARKANSAS NORTH ZONE
General Notes:
1. The soarse of water is "Central Arkansas Water."
2. The sewer wi.9 be tied to the Little Rock waste water System.
3. Length of street is 540 I.F.
4. Average lot size is 150' a 90' or 13,5W SF.
5. Minimum lot dw is lot M 6 at 10,390+/- SF
6. Number of 10° 'IS 10.
7.Source of Tltl�: 2006007281.
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LEGEND
FOUND IRON PIN
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SET IRON PIN
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CONCRETE MONUMENT
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TEMPORARY BENCH MARK
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CENTERLINE OF ROAD
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RIGHT OF WAY
LOT LINES
CENTER WATER EAS. -
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EASEMENT LINE - - - - -
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- CENTER SEWER EAS.
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PAGIS MONUMENT
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C= OF Lit 11 11 11.d1L.e ROCK, ll U11.dASKH Cal//Ud V 11 1L 9 ARKANSAS
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°BRZC AR Y 209 2006
ZDNED R-2
Part of the SE1/4 SEi/4, Section 30. T-2-N, R-13-W Pulaski County.
Arkansas particularly described as:
Commencing at the Southwest corner of said SEi/4 SE1/4, which is also the
point of beginning, thence forth 02 degrees 15 minutes 57 seconds East
along the West line thereof, 826.54 feet to a found iron pin on the west ling:
of the Garrett Glen Addition to the City of Little Rock, Arkansas: thence
South 11 degrees 52 minutes 43 seconds East along said west line for 76.61
feet to a found iron pin; thence continuing along said west line South 34
degrees 40 minutes 43 seconds East for 118.63 feet to a found iron pin:
thence South 4B degrees 22 minutes 55 seconds East for 110.63 feet to a
found iron pin: thence South 48 degrees 08 minutes 38 seconds East for
178.40 to a set iron pin: thence South 46 degrees 47 minutes 58 seconds East
for 159.55 feet to a found iron in; thence South 32 degrees 35 minutes 33
seconds East for 78.97 feet to a found iron pin; thence South 32 degrees 42
minutes 32 seconds East for 40.61 feet to a found iron pin, thence leaving
said west line South 50 degrees 2I minutes 59 seconds West for 219.21 feet
to a found iron pin; thence South 39 degrees 41 minutes 43 seconds East for
17.69 feet to a found iron pin; thence along a 11.3219 degree curve to the left 91.13
feet to a found iron pin haling a chord bearing and distance of South 44
ds E degrees 51 minutes 15 sec onast 91.01 feet: thence South 50 degrees 03
minutes 57 seconds East for 69.66 feet to a found iron pin: thence along the
South line of Section 30 North 86 degrees 35 minutes 26 seconds West for
176.88 feet to a found iron pin: thence continuingg along said Section line
North 88 degrees 35 minutes 26 seconds West for 176.88 feet to a found iron pin:
thence North 88 degrees 35 minutes 26 seconds West to the point of
beginning containing 5.467 acres more or less.
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EDGE OF
PAVEMENT
32'-0" PAVEMENT 2'-0"
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CLASS 3 3" ASFLiALT PROFILE GRADE
CURB & GUTTER ZWEARIN3 SURFACE 14
2% SLOPE
7" CLASS 7 BASE COURSE' COMPACTED SUBGRADE
AT 100% MODIFIED PROCTOR DENSITY OVER GEOTECH AT 95% MODIFIED PROCTOR DENSITY.
FABRIC
GENERAL NOTES
1.IN AREAS TO RECEIVE BITUMINOUS PIVING. CONCRETE DRIVEWAYS.
OR CURB AND GUTTER, SUBGRADE SHA-L BE COMPACTED TO A DENSITY
NOT LESS THAN 95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE j
CONTENT. (AASHTO T-180) I
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 FOR
SOME STREETS TO MAINTAIN 2% MINB4UM CROSS -SLOPE.
THICKNESS SHALL BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT OF PUBLIC WORKS.
TYPICAL STREET DETAIL
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FLOOD STATEMEMT
THERE ARE NO PORTIONS OF THIS PROPERTY
WITHIN THE 100 YEAR FLOOD PLAIN AS SHOWN
ON FEMA FLOOD MAP # 0501810043F
DATED OCTOBER 19, 2001
SURVEY CODE: 500-02N-13W-0-30-220-60-008
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