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EROSION CONTROL NOTES:
1, SEE GENERAL EROSION CONTROL NOTES ON SHEET 1,
2. PLACE BIO-BAG CHECK DAMS AROUND ALL INLETS.
3. CONSTRUCT A CRUSHED ROCK ENTRY AT ALL ACCESS POINTS TO CONSTRUCTION SITE.
CRUSHED ROCK ENTRIES TO BE A MINIMUM OF 501 LONG AND 25' WIDE. CRUSHED ROCK TO
BE 3" QUARRY ROCK A MINIMUM OF 8" THICK OVER FABRIC.
CO\S--~UC-O\ \O~-~S
@ INSTALL SILT FENCE
@ GRADE BIO-SWALE PER DETAIL ON SHEET 31
Q CONSTRUCT 12' WIDE, 811 THICK GRAVEL ACCESS ROAD
~ MAXIMUM GRADE = 18%,
FINISH
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SHEET 29 OF 41
CITY PROJECT NO. P30___ , I
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Q CONSTRUCT OUTLET STRUCTURE PER DEY;\ l. ON SHEET 31
\:!5 ORIFICE = 21" FOR 24" PIPE, ORIFICE ~~ '12" FOR 15" PIPE
@ INSTALL MECHANICAL PLUG, FUTURE OU--L ..
r5Q4\ CONSTRUCT 12' WIDE, 8" THICK GRAVEL p CCESS ROAD
~ MAXIMUM GRADE = 18%.
CONSTRUCT STANDARD 15" PVC STORM ~n,~IN PIPE
ASTM 03034 OR AWWA C900
CONSTRUCT STANDARD 24" PVC STORM ~IN PIPE
ASTM 03034 OR AWWA C900
INSTALL SILT FENCE
EROSION CONTROL NOTES:
1. SEE GENERAL EROSION CONTROL NOTES ON Sf..l[ET 1.
2. PLACE BIO-BAG CHECK DAMS AROUND ALL INI frs.
3. CONSTRUCT A CRUSHED ROCK ENTRY AT ALL I\~~CESS POINTS TO CONSTRUCTION SITE.
CRUSHED ROCK ENTRIES TO BE A MINIMUM OF 50' ..ONG AND 25' WIDE. CRUSHED ROCK TO
BE 3" QUARRY ROCK A MINIMUM OF 8" THICK OV~'i:; FABRIC.
SCALE 1" = 60'
\ SHEET 30 OF 41
CITY PROJECT NO. P30___
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