HomeMy WebLinkAboutZ-7919-E Map 3Legal Description - Lot 2
Part of Lot C and Part of Lot D of the subdivision of the South fractional 1/2 of the
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North fractional 1/2 of Section 1, Township 1 North. Range 12 West, lying South of the
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Arkansas River, and a part of Block 7 and Block 8, Garland Addition to the City of
Lot C and Lot
Little Rock, and that part of the abandoned street lying between City
D and said Block 7 and Block B. Garland Addition, now in the Cit of Little Rock,
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SODDING
EDGE OF PAVEMENT
2, O„ 32'-0" PAVEMENT
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all in Pulaski County. Arkansas, being more particularly described as follows:
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CLASS 3 OR 4 3" ASPHALT PROFILE
WEARING SURFACE
GRADE
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Commencing at a found iron pin at the Southwest Corner of the Northwest Quarter of
the North fractional 1/2 of Section 1; thence North 90 degrees 00 minutes 00 seconds2%
CURB 6 GUTTER
SLOPE 3 1 MpX
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East 1562.85 feet; thence North 00 degrees 00 minutes 00 seconds East 88.53 feet to the
24 East 194.60 feet;
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point of beginning; thence North 01 degrees 54 minutes seconds
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thence North 01 degrees 54 minutes 24 seconds East 166.71 feet to a point on the
ordinary high water line of the South side of the Arkansas River; thence continuing in an
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easterly direction along the said ordinary high water line the following courses and
distances: North 80 degrees 27 minutes 13 seconds East 91.59 feet; North 89 degrees 30
9" CLASS 7 BASE COURSE AT 100% COMPACTED SUBGRADE
MODIFIED PROCTOa DENSITY
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minutes 27 seconds East 82.62 feet; North 81 degrees 30 minutes 41 seconds East 14.77
GENERAL NOTES
AT
OVER GEOTECH FA3RIC
95% MODIFY PROCTOR DENSITY.
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feet; North 77 degrees 29 minutes 15 seconds East 77.22 feet: North 48 degrees 03
minutes 52 seconds East 77.72 feet; South 12 degrees 53 minutes 17 seconds West 74.83
1.IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR CURB AND
GUTTER, SUBGRADE SHALL BE COMPACTED
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GRAPHIC SCALE 1"=50' FISH C aVui�YuuSS 1�
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feet; South 20 degrees 45 minutes 48 seconds West 179.82 feet; South 83 degrees 22
TO A DENSITY
NOT LESS THAN 95% OF MAXINUM DENSITY OBTAINED AT OPTIMUM
MOISTURE CONTENT. (AASHTO T-180)®A°�°�(�'
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minutes 07 seconds East 242.73 feet; South 87 degrees 07 minutes 02 seconds East
120.31 feet; North 85 degrees 27 minutes 38 seconds East 443.12 feet; South 78 degrees
2. FOR AREAS OF
SUBGRADE
SUBGRADE PREPARATION TO RECEIVE CONCRETE SIDEWALKS.
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32 minutes 50 seconds East 186.05 feet; thence South 19 degrees 48 minutes 09 seconds
SHALL BE COMPACTED TO A DENSI-Y OF 90% MAXIMUM. (AASHTO T-180) .
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East 121.68 feet: South 81 degrees 53 minutes 54 seconds East 26.92 feet; thence leaving.
3. CRUSHED STONE MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY
OF 100% MAXIMUM (AASHTO T-191).
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a se ordinary high water line South 08 degrees 06 minutes 06 seconds West 62.71 feet to
a set iron also being a point on the West line of Lot 5, Pope s 1000 Acre Grant; thence
4. CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FORSOME STREETS TO MAINTAIN 2% MINIMUM CROSS -SLOPE.
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along said West line South 09 degrees 15 minutes 01 seconds West 26.85 feet; thence
5. THICKNESS SHALL BE DETERMINED BY SOIL -EST AND PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT OF PUBLIC WORKS.
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South 09 degrees 10 minute 37 seconds West 264.20 feet to a point on the North Right-
of-way line of the Little Rock East End Levee; thence leaving said West line along said
ROADWAY IMPROVEMENT DETAR,
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North Right-of-way North 74 degrees 24 minutes 34 seconds West 327.79 feet; thence
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South 15 degrees 43 minutes 26 seconds West 44.00 feet; thence North 74 degrees 24
minutes 29 seconds West 696.30 feet; thence South 15 degrees 42 minutes 28 seconds
2ND S -BEET IMPROVEMENT
West 5.93 feet: thence North 74 degrees 26 minutes 36 seconds West 259.83 feet to the x
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BOND AVENUE IMPROVEMENT
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