HomeMy WebLinkAboutD-269003r-r)KI-QTPI IrTit)KI
QUARRY SPALLS OUTFALL PAD.
FOR DETAIL SEE DD6.
IWAIQ
REMOVE OR ABANDON EXISTING CATCH BASIN.
REMOVE OR ABANDON EXISTING STORM PIPE.
ADJUST TO GRADE.
VV
PA-Y
TRENCH SECTION FOR OPEN CUT. FOR DETAIL SEE DD7.
- ST - - ST -
- UD - - UD -
IJ 111 =0 ► = J, I
DTI
PLOTTED BY
DESIGNED BY
l=U11114: p : CHECKED BY
REGIONAL ADM.
Ts 23 N., R. 4 Em, W.M.
DRAINAGE LEGEND T „ f ` ;
f0
QUARRY SPACES NEW CATCH BASIN
DRAINAGE STRUCTURE NUMBER NEW GRATE INLET
EXISTING
CATCH BASIN
- ST NEW STORM DRAIN
EXISTING
MANHOLE
-UD NEW UNDERDRAIN
EXISTING
STORM DRAIN
NEW DITCH LINE
EXISTING
UNDER DRAIN
M=07 RETAINING WALL
EXISTING
CULVERT
V 7 7 7 7 71
I I NEW ECOLOGY EMBANKMENT
EXISTING
DITCH LINE
— - - — - - IMPACT AREA LINE
RIGHT OF
WAY
• • • • BUFFER LINE
GENERAL NOTES
1. SEE SHEETS DPl, DP2, DP13, DP14, AND DP16 FOR PROFILE
AND STRUCTURE INFORMATION.
D -2
0 so 100
SCALE II&I FEET
11
Ll Ill] I
SHEET
46
OF
392
SHEETS
/ 4
4m
46F
0
ol
_
7
Al'e
roro
C-11
D -2
0 so 100
SCALE II&I FEET
11
Ll Ill] I
SHEET
46
OF
392
SHEETS