030021_Ramp Designs_20180216

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2116119 1.56 PM
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EL 98.77
EL. 9650-------------- ----------------
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Tie 3' of Rebar to push —off Ramp Steel 6" compacted ABC stone
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EL. 94.6
— Concrete shall be 4000 psi
— All reinforcing steel shall be
EL. 94.1 Grade 60, #4
— Retaining wall shall extend 1.0'�
past each side of the ramp
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Drawing No.
Scale in Feet
2116118 2.07 PM
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Lengths of horizontal #4 bars
2
— 16.7'
3
— 17.6'
4 —
18.5'
5
— 19.5'
6 —
20.3'
7 —
21.3'
8
— 22.2'
9
— 23. 1,
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— Construct curbing same as detailed in Push —Off Ramp drawing
— Curbing will be 2'
— For total length of vertical rebar, add 2' for each curb. Note a
portion of the extension will only have 1 curb
— All metal shall be #4 Rebar
— Maintain 3" space clearance on sides and 2" space clearance on
front and back.
— Overlap steel of extension with steel of push —off romp 1' to allow for
one pour.
Materials:
Length of hortizontal bars = 775'
Lenghth of vertical bars (with curbing verticals) = 331 '
Upper curb bar length (4 bars placed 6" apart) = 60,
Lower curb bar length (4 bars placed 6" apart) = 92'
Total Length Bar = 656'
5.62 CY 4000 psi concrete
*CAUT/ON*
BEFORE STARTING EXCAMION
CHECK FOR UNDERGROUND UTILITIES
7.7'
6.6'
5.5'
4.4'
3.3'
2.2'
I. I'
3 0 3 6 9
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