HomeMy WebLinkAbout4960-4EP
5' Min -) �,
3�1 Max
V -DITCH
q=1 SLOPE
C'r-F r 1 c /ni IKIr' n KI r' n nivnl\i on n n
26/-5q/
''D''
LINE
� EP
22"-53" �-- 3' Min
L /o
SECTION A -A
NTS
I c I IVIV/'\
"p„
LINE
EP CL' EP
14'-26' 14'- 22"
30
3/ M i n
01-21
5 12" � 12'
Var J � Var`0 -2
10"
01-121 0'-6'
2% 2%
3001 Max I �— ----�
V -DITCH _ 2
4 01 SLOPE 1
SECTION 13-13
NTS
CONSTRUCTION NOTES AND QUANTITY ESTIMATE
10 CONSTRUCT HMA OVERSIDE DRAIN __ _ _ _._ 1 ........... EA
4:1 Max
LEGEND:
FLOW DIRECTION
v
EARTHWORK QUANTITIES:
EXCAVATION'. 19730 CY
EMBANKMENT 1,898 CY
DITCH EXCAVATION: 29370 CY
Beg Temp IMPROVEMENTS
R/W
6-25-
NTS
25
NTS
0 20 AO 80 120 160
SCALE: 1 " = 40'