13-748-047LEGEND
EXISTING PAVEMENT
PROPOSED PAVEMENT
EXISTING ELEVATION
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GUTTER
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GRADING & DRAINAGE PLAN
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2' TYPE "F" CURB a GUTTER
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appropriate utility agency prior to commencement of any work.
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Existing utility lines other than those indicated in this drawing may
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WHEEL STOP/BUMPER
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be on site. The contractor is warned to proceed with caution with all
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EXISTING PAVEMENT LINE
work. He is to make all possible investigation as to possible
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unmarked utility lines.
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ASPHALT PAVEMENT
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5.
Contractor shall adjust any utility lids and/or covers in project
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CONCRETE PAVEMENT
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area to the finished grade.
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CONCRETE SIDEWALK
25'
25'
6.
Any apparent discrepancies in the plans and field condition shall be
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brought to the attention of the Engineer before proceeding with the
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4" PAINTED STRIPING (DOUBLE)
7.
Contractor shall notify the Owner's representative and Engineer if
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4" PAINTED WHITE STRIPING
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soil condition encountered is unsuitable for construction. Furthermore
"WHITE"
all existing organic materials shall be removed from beneath areas of new
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TYPICAL PAINTED HANDICAP
asphalt or concrete pavement and from proposed building locations.
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The full depth of all existing organic and deleterious material within the
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PAINTED DIRECTIONAL ARROW
right of way and utility/drainage easements shall be removed. No material
of FDOT Class A-5, A-7 or A-8 shall be allowed.
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24" WIDE PAINTED WHITE STOP BAR
8.
The Contractor shall restore all areas disturbed by this construction
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STOP SIGN (RI -I(
to a condition equal to, or better than, that now existing.
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TYPICAL "HANDICAP" SIGN
9.
Typical Pavement Section:
1.5" Type S-111 Asphaltic Concrete surface course 6" Limerock base
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NEW
HANDICAP RAMP
(Minimum LBR 100), compact to 98% of maximum density as determined by
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NEW
3- MINIMUM DETECTABLE WARNING
AASHTO T-180 and 6" concrete slab on well compacted subgrade compact
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NEW
2- VALLEY GUTTER
to 98% of maximum density as determined by AASHTO T-180.
10.
Fill shall be placed in 12" layers loose thickness, measured and
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6" TYPE "D" CONCRETE CURB
compacted to 95% of maximum density as determined by AASHTO T-180.
REVISIONS:
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