HomeMy WebLinkAboutZ-7919-D Map 4Legal Description - Lot 2
Part of Lot C and Part of Lot D of the subdivision of the South fractional 1/2 of the
North fractional 1/2 of Section 1. Township i North. Range 12 West, lying South of the
Arkansas River• and a part of Block 7 and Block B, Garland Addition to the City of
Little Rock, and that part of the abandoned street lying between said Lot C and Lot
D , and said Block 7 and Block B. Garland Addition. now in the City of Little Rock,
all in Pulaski County. Arkansas, being more particularly described as follows:
Commencing at a found iron pin at the Southwest Corner of the Northwest Quarter of
the North fractional 1/2 of Section i; thence North 90 degrees 00 minutes 00 seconds
East 1562.85 feet; thence North 00 degrees 00 minutes 00 seconds East 88.53 feet to the
point of beginning: thence North 01 degrees 54 minutes 24 seconds East 194.60 feet;
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
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
minutes 27 seconds East 82.62 feet; North 81 degrees 30 minutes 41 seconds East 14.77
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
feet; South 20 degrees 45 minutes 48 seconds West 179.82 feet; South 83 degrees 22
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
32 minutes 50 seconds East 186.05 feet: thence South 19 degrees 48 minutes 09 seconds
East 121.68 feet: South 81 degrees 53 minutes 54 seconds East 26.92 feet: thence leaving
said ordinary high water line South 08 degrees 06 minutes 06 seconds West 62.71 feet to
a set iron pin also being a point on the West line of Lot 5, Pope a 1000 Acre Grant; thence
along said West line South 09 degrees 15 minutes 01 seconds West 26.85 feet; thence
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
North Right-of-way North 74 degrees 24 minutes 34 seconds West 327.79 feet; thence
South 15 degrees 43 minutes 26 seconds West 44.00 feet; thence North 74 degrees 24
minutes 29 seconds West 695.30 feet; thence South 15 degrees 42 minutes 28 seconds
West 5.93 feet; thence North 74 degrees 26 minutes 36 seconds West 259.83 feet to the x
point of beginning con ping !1.3995 acres more or less.
JAW
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rc SOLIDEDGE OF PAVEMENT
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3: 3' ASPHALT PROFILE GRADE ¢ K \may( \Yv/ 1i//�\� I�^�I J'�I a'
1 Mqx CLASS 3 OR 4 1 WEARING SURFACE MA X C)
9• CURB & GUTTER �* 3: 1 MqX -N- ��� � � �)
2% SLOPE OPE l
UTME JlLs1G R�1./��1rJC1l.pP�1.J91JL'ilS� C®y ARKANSAS9" CLASS 7 BASE COURSE AT 100% COMPACTED SUBGRADE 1r7f C J r, w
MODIFIED PROCTOR DENSITY AT 95% MODIFY PROCTOR DENSITY. �l1<,Y 1JtlfIly �1V Ln
GENERAL NOTES OVER GEOTECH FABRIC 0 3
S. IN AREAS TO RECEIVE BITUMINOUS PAVING• CONCRETE DRIVEWAYS, OR CURB AND GUTTER. SUBGRADE SHALL BE COMPACTED GRAPHIC SCALE 1"=50' A KANSA:3 OA `M➢E & )RASH COMMSS (ON o
TO A DENSITY NOT LESS THAN 95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT. (AASHTO T-180) ]BOATING 1 AS'I'I�IJcC rURE GRANT lam' � o �
2.FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE CONCRETE SIDEWALKS, •L L
SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 90% MAXIMUM. (AASHTO T-180) .50 0 rJ0 100 (BIG) #Y -M -D �- N L
3.CRUSHEO STONE MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY OF 100% MAXIMUM (AASHTO T-191). IVVV���' �
4.CENTERLINE PROFILE WILL REQUIRE 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. i
ROADWAY IMPROVEMENT DETAIL
2ND S -BEET IMPROVEMENT U
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