HomeMy WebLinkAbout1998 - Culvert Plan, Sections & Notes JanuaryGRADE TO DRAIN BETWEEN
ROAD AND SIDEWALK
^ONCRETE
EACH SIDE
TIE TO EXISTING
EXISTING 40LF OF-'60�0 RCP
W/ CONCRETE HEADWALIS,
E INV = 13.00
WINV= 13.50
EXISTING DITCH
PROPOSED 8'-0" CONCRETE
HEADWALL HEIGHT ADDITION
AND 25' WINGWALLS AT 45
(SEE DETAIL)
CULVERT PLAN N
1" = 20'-0„
SECTION A -A
NTS
HE nAne- AT QIL n PL
10" / /
Cdl
LsnIJ IIIYv JG —V <.VIV.I\G IG
HEADWALL
RECONSTRUCTED HEADWALL DETAIL
NITS
SECTION C-C
S AT 8" 0. C.
12" INTO HEADWALL
OXY GROUT EACH
EL BAR
EXISTING HEADWALL
#5 BARS AT 8"
EACH WAY
NITS
10"
2'-6"
SECTION B- B
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