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<br />41
<br />
<br />MIN, 1,5' TIt( LAYER OF 050"9.
<br />RIPRAP W/8" THK LAYER
<br />a: FILTER MATERIAL
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<br />100
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<br />200
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<br />SCALE
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<br />MAl NT,
<br />ACCESS ROAD
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<br />NOT TO SCALE
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<br />PROPOSED 136th AVE BRIDGE TYPICAL SECTION
<br />NOT TO SCALE
<br />
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<br />
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<br />
<br />MUNICIPAL GOLF COURSE ENGINEERING STUDIES
<br />
<br />'"
<br />,t'
<br />
<br />
<br />
<br />PftOJICT
<br />NUM..R 87-006.04P
<br />DATI APRI L 1988
<br />
<br />DRAWING
<br />HUM..ft
<br />
<br />2
<br />
<br />FUTURE IMPROVEMENTS THROUGH
<br />136th AVENUE AND WASHINGTON STREET
<br />
<br />"'--KW:&"'"'' ,
<br />- ~ . ,
<br />-
<br />- ...-
<br />
<br />McLAUGHLIN WATER ENGINEERS, Ltd,
<br />2420 ALCOTT aT. DENVER, co 10211
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