wa-a2013021-Sheets-H.pdf
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- Attached to
- WA SKAGIT 40076(1), Hard Creek Bridge Repairs
- Solicitation number
- DTFH70-15-B-00011
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Sheets H
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N
WATERWAY PLAN
SECTION A-A
SCALE: 1" = 10'
A
A
B
B
WATERWAY PLAN
CHANNEL GRADING SECTIONS
PHOTO 2 (LOOKING SE)PHOTO 1 (LOOKING NW)
NO SCALE NO SCALE
SECTION B-B
Rock removal
Finish grade contours (typ.)
Rock removal
SCALE: 1" = 5'
Existing ground
Finish grade
Line to be constructed
Proposed bridge girder
Existing bridge
1.5
S lo p e s ta k e l im it
Rock removal
Existing ground
Finish grade
Existing bridge
Proposed bridge
3.4' li m it
S lo p e s ta k e
3.2'
C
C
SECTION C-C
li m it
S lo p e s ta li m it
S lo p e s ta
Existing ground Rock removal
Finish grade
Limits of ordinary high water (OHW) south abutment to deflect flows away from the of channel as shown this section
Leave rock near south side abutment from the south away deflect flows here to
Leave rock in place
H.1
STATE PROJECT
NUMBER
SHEET
WA
SKAGIT 40076(1)
A
M
A p r il
U
S S u r
D c m y fi le s p w p r o d u c ti o n d w a a h a .d g n
J .N e ig h o r n
C h e c k e d b y
D e s ig n e d b y
Water
Ordinary High limitsrock removal
Approximate rock removal limits
Approximate
Limits of rock removal1
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