HomeMy WebLinkAboutS-1516 Map 2FIP NW CORNER
SB 1/4,SE 1/4
SEC 30,T-2-N,R-13-W
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CERTIFICATE OF PRELRYMARY 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 grantetl, 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 PRELIMINARY BNODUMMO ACCURACY
I. Robert D. Holloway hereby certify that this plat correctly
represents a plan made by meana that the engi ring requirements of the
Little ock Subdivision Rubs an Regu ations a e bee complied with.
Date of Execution ROBERT D. LLOWA
REGISTEREDH ROFESSIONA
ENGINEER NO. 2335, A NSA$$
CURVE DATA
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O6'0317'
915.07 96.61'
1 48.45'
5.2546 1 96.76'
CERTIFICATE OF SURVEYING ACCURACY
I, Robert D. Holloway, hereby certify that this plat correctly
represents a boundary survey made or verified by me, all monuments required actually
exist and are correctly shown hereon and that 11 surveying requirements
of the Little Rock Subdivision Rules and Regu tions have been complied with.
3 16,6
Date of Execution ROBERT 0. HOLLOWAYZ
REGISTERED LAND SURVEYOR
IJO. 83, ARKANSAS
SINGLE FAMILY DETACH HOUSING SUBDIVISION
OWNER/DEVELOPER
Beverly Taylor
2102 Old Forge Drive
Little ROCk,AR 72227
Source of Title:2006007281
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SEC 4JS ANT HEI(I D IO \ o9s 176.88'
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GRAPHIC SCALE 1"=40'
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BASIS OF BEARING EQUAL STATE PLANE COORDINATES
1983 GRID NORTH ARKANSAS NORTH ZONE
(3taeral Notes:
1. 'ILe soorse of water is "Central Adamsas Water."
2. The sewer will be Hed to the Little Rock waste Water Systems.
3. Length of stied is 540 LF.
4. Average lot size is 150' a 90' ce 13,5W SF.
5. hrmimasms lot size is lot M 6 at 10,390+/- SF
6. Number of las is 10.
7.Source of Mn 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
RIGHT OF WAY - -
LOT LINES
CENTER WATER EAS. ---
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EASEMENT LINE - - - - -
- - --
CENTER SEWER EAS.
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PAGIS MONUMENT
2061-0132
CITY OF I,I I I I.I: ROCK, I' I. •\till COUNTY, ARKANSAS
ZJNED •
h 0 'M I10I" 1 "1ilylll (4 l
Part of the SEf/4 SEf/4. Section 30. T-2-N, R-13-W. Pulaski County,
Arkansas particularly described as:
Commencing at the Southwest corner of said SEf/4 SE1/4, which is also the
point of beginning, thence hor-th 02 degrees 15 mimrtes 57 seconds Ens"
along the West line thereof. 826.54 feet to a found iron pin on the west line
of the Garrett Glen Addition to the City of Little Rock, Arkansas; thence
South 1i degrees 52 minutes 43 seconds East along said west line for 76.51
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 48 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 45 degrees 47 minutes 58 seconds East
for 159.55 feet to a found iron pin; 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 21 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 having a chord bearing and distance of South 44
degrees 51 minutes 15 seconds East 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 88 degrees 35 minutes 25 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 8B degrees 35 minutes 26 seconds West to the point of
beginning containing 5.467 acres more or less.
EDGE OF
PAVEMENT
32'-0' PAVEMENT
C
CLASS 3 3" ASPHALT L PROFILE GRADE
/CURB 6 GUTTER /WEARING SURFACE
2% SLOPE-
NUC11Iw
7" CLASS 7 BASE COURSE' \
AT 100% MODIFIED PROCTOR COMPACTED SUBGRADE
DENSITY OVER GEOTECH AT 95% MODIFIED PROCTOR DENSITY.
FABRIC
GENERAL NOTES
I -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-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 i
TO A DENSITY OF 100% MAXIMUM (AASHTO T-191)
4•CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FOR
SOME STREETS TO MAINTAIN 2% MINIhUM CROSS -SLOPE.
THICKNESS SHALL BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT OF PUBLIC WORKS.
TYPICAL STREET DETAIL
NTS
/ FLOOD STATEMEMT
THERE ARE NO PORTIONS OF THIS PROPERTY
WITHIN THE 100 YEAR FLOOD PLAIN AS SHOWN
�I ON FEMA FLOOD MAP tr 0501810043F
t\,` r1ti a DATED OCTOBER 19, 2001
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