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1. SEE SHEETS DP4, DP5, DP6, DP 13, DP15, AND
DP16 FOR PROFILE AND STRUCTURE INFORMATION.
- ST - -ST-
UD — — UD -
QUARRY SPACES
M NEW CATCH BASIN
DRAINAGE STRUCTURE NUMBER NEW GRATE INLET
EXISTING
CATCH BASIN
EXISTING
MANHOLE
EXISTING
STORM DRAIN
EXISTING
UNDER DRAIN
EXISTING
CULVERT
EXISTING
DITCH LINE
RIGHT OF
WAY
- ST NEW
STORM DRAIN
- UD NEW
UNDERDRAIN
NEW
DITCH LINE
RETAINING WALL
NEW
ECOLOGY EMBANKMENT
IMPACT AREA LINE
BUFFER LINE
T. 23 N., R. 4 Em) W.M.
r-n1\l4ZTP1 Ir"Tinikil
QUARRY SPALLS OUTFALL PAD.
FOR DETAIL SEE DD6.
REMOVE OR ABANDON EXISTING CATCH BASIN.
REMOVE OR ABANDON EXISTING STORM PIPE.
MAINTAIN PIPE OFFSET WITH JOINT DEFLECTION.
ADJUST TO GRADE
INSTALL TRASH RACK ON EXISTING 30" PIPE.
BOEING SUpponr
BUILDING
-------------
F 221 INSTALL 12" STORM DRAIN WITH TRASH RACK AT END.
DAYLIGHT OPEN END 1' BEYOND TOE OF SLOPE AND
6" BELOW EXISTING GRADE.
23] GRADE DITCH TO DRAIN.
0 lc,✓
1-j
0
7-
, rt,
, CONNECT 6' DRAIN TO EXISTING
CITY CATCH BASIN BEHIND CURB
mmmmmmmm"
50 100
SCALE, IN FEET
:X3
m
m
1-v
S T
7-
OT
ST
''To
(A
f'O S
mmmmmmmm"
50 100
SCALE, IN FEET