20161069 Ver 1_Maps_20161031

19
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THE PROPOSED RIP RAP DISSIPATION CHANNEL AT THE
OUTFALL END OF THE PROPOSED CULVERT IS TO BE
PLACED SUCH THAT THE TOP OF ROCK IS THE SAME
ELEVATION AND WIDTH AS THE EXISTING STREAM
CHANNEL.
3'
1' MIN.
DEPTH
PROIDE EXCELSIOR
3 MATTING PER
MANUFACTURERS TYPE 2
SPECIFICATIONS,
MIN. DESIGN
TYPE 1 VELOCITY = 3 FPS
GRASS LINED DITCH
PROVIDE EXCELSIOR
MATTING PER
MANUFACTURER'S
RECOMMENDATIONS.
MIN. DESIGN
VELOCITY = 8 FPS
STREET 9
LONGITUDINAL
ryp. PL -Am Ft TT _inwT
SECTIO
NOTE: PROVIDE TRANSVERSE CONSTRUCTION JOINTS AT 15'O.C. MAX
2'-6" CURB & GUTTER
NOT TO SCALE
SOIL BACKFILL
BEHIND CURB AND
CHANNEL
6"
6'-C" OUTLET
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DB: 947 PG: 889
PB: 10 PG: 136
QUALITY DRIVE
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LIMITS OF
DB: 379 PG: 441 (TO RESTORED
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2.64 C. PB: 7 PG: 180 CONSTRUCTION)
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