HomeMy WebLinkAbout1620.32 EA. - 31" X 50" PIPE ARCH CULVERTS
S�q lip/ \
/RIP -RAP SLOPE PROTECTION
Xs.3s / (TYPICAL) SEE DETAIL RIGHT
F n..
TEMPORARY CONST—J/1 7/_7
EASEMENT
3o
395
PLAN
SCALE 1" = 10'
-
\so,
�— HONEYDEW \
CREEK F�oW
TEMPORARY CONST. EASEMENT
REGRADE CHANNEL AS SHOWN OR AS
DIRECTED BY THE ENGINEER
o�
ROADWAY
CLASS -B - BEDDING PER
APWA SEC 61-3.0382
PIPE ARCH BEDDING
SCALE I" = 2'
390
386.28 80.62 L.F - 31 it X 50" PIPE ARCH CULVERT 386.60
r INV. � INV. FLOW
� S=0.40%
385
:m
EXIST. 8" SAN.
SEWER
PROFILE
SCALE HORIZ 1"= 10'
VERT I = 41
AA
CEXIST. 12" STORM SEWER ( SIPHON)
DETAIL
REGRADE CHANNEL
COMPACTED FILL
PROFILE
RIP -RAP SLOPE PROTECTION
SCALE 1" = 41
GROUT RIP -RAP BETWEEN PIPES
AS DIRECTED BY THE ENGINEER
31" X 50" PIPE ARCH CULVERTS ®-
CITY OF RE
DEPARTMENT OF Et
W H ITM A N CC
T '_•• . " I--- . 'r flow
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