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TIME
DATE
-PLOTTED BY
DESIGNED BY
ENTERED BY
CHECKED BY
PROD. ENGR.
REGIONAL ADM.
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BEGIN ECOLOGY EMBANKMENT
FREE DRAINING.
SEE DD6 FOR DETAILS
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I I I i _1999
1 !111111 IN
1. SEE SHEETS DP12 & DP13 FOR PROFILE
AND STRUCTURE INFORMATION.
V09
4,
..........................
.... ..... ...
CONSTRUCTION NOTES
REMOVE OR ABANDON EXISTING CATCH BASIN.
4a REMOVE OR ABANDON EXISTING STORM PIPE.
REPLACE GRATE WITH BOLT DOWN SOLID METAL
COVER PER STANDARD PLAN B-30.20-01.
CONSTRUCT CONCRETE COLLAR PER DD7.
GRADE TO DRAIN AROUND ECOLOGY EMBANKMENT.
TRENCH SECTION FOR OPEN CUT. FOR DETAIL SEE DD7.
SLOPE FILL AT 5:1 TO MATCH EXISTING
FILL AREA 2' MAXIMUM DEPTH. GRADE TO DRAIN TO DR9-1.
0 50 100
SCALE IN FEET
ST T ST T ST ST ST — ST � ST X
4
\E405 STA 1183+07
i-5 f-6 END ECOL'OGY-EMBANKMENT-
SEE DD6 FOR DETAILS
11851
V`
..... ... . .....
'7*77'
E:405 STA 1182+55-80
—/END -ECOLOGY- EMBANKMENT
SEE DD6 FOR DETAILS
45U
18.7",
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77
NR405.NRCD LINE
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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SR167 DRAINAGE FEATURE
SEE SR167 DRAINAGE PLANS
FOR DETAILS
9
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10:15:30 AM
DRAINAGE
LEGEND
STATE
FEMAID PROJAO.
QUARRY
SPALLS
F]
NEW CATCH BASIN
WAS
DRAINAGE STRUCTURE NUMBER
NEW GRATE INLET
716110
EXISTING
CATCH BASIN
-ST
NEW STORM DRAIN
S. WHITE
EXISTING
MANHOLE
UD
NEW UNDERDRAIN
ST ST
EXISTING
STORM DRAIN
L. HODGSON
NEW DITCH LINE
uD uD
EXISTING
UNDER DRAIN
DATE
RETAINING WALL
EXISTING
CULVERT
i
NEW ECOLOGY EMBANKMENTi
EXISTING
DITCH
IMPACT AREA LINE
RIGHT OF
WAY
BUFFER , LINE
I I I i _1999
1 !111111 IN
1. SEE SHEETS DP12 & DP13 FOR PROFILE
AND STRUCTURE INFORMATION.
V09
4,
..........................
.... ..... ...
CONSTRUCTION NOTES
REMOVE OR ABANDON EXISTING CATCH BASIN.
4a REMOVE OR ABANDON EXISTING STORM PIPE.
REPLACE GRATE WITH BOLT DOWN SOLID METAL
COVER PER STANDARD PLAN B-30.20-01.
CONSTRUCT CONCRETE COLLAR PER DD7.
GRADE TO DRAIN AROUND ECOLOGY EMBANKMENT.
TRENCH SECTION FOR OPEN CUT. FOR DETAIL SEE DD7.
SLOPE FILL AT 5:1 TO MATCH EXISTING
FILL AREA 2' MAXIMUM DEPTH. GRADE TO DRAIN TO DR9-1.
0 50 100
SCALE IN FEET
ST T ST T ST ST ST — ST � ST X
4
\E405 STA 1183+07
i-5 f-6 END ECOL'OGY-EMBANKMENT-
SEE DD6 FOR DETAILS
11851
V`
..... ... . .....
'7*77'
E:405 STA 1182+55-80
—/END -ECOLOGY- EMBANKMENT
SEE DD6 FOR DETAILS
45U
18.7",
. ..... :Tn"
77
NR405.NRCD LINE
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
. .... .... ... . .... .... ....
.... .... .... .... .... ..
7
IP111 f j,=-
lyl -it
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0 ;001 eell'
N "A
0
KP
<
- — – — – — – — – — ----
i
ttr
XYA
SR167 DRAINAGE FEATURE
SEE SR167 DRAINAGE PLANS
FOR DETAILS
9
/y
/01
X
A
0
IN CID
'eo I
e ry,'!
/a"'
'n_ A
"A
%
9 0
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C:XWorkXProjectWiselBTJV00021dms022691BTJV0002 PS DR 405-AB.don
10:15:30 AM
REGION
NO.
10
JMS
STATE
FEMAID PROJAO.
of W A S///
7
NAL tiN
bATE%
P.E. STAMP BOX
811912010
WAS
kxIa
AS-BUILT
716110
J. BLAIR
NDC 87 - REVISED GRADING
10120108
JMS JOB NUMBER
JMS
S. WHITE
L4� NDC 66 - REVISIONS FOR IFC
08107108
_J. TORRIE
ANDC 68 - REVISIONS
or)129108
JMSY CONTRACTNO.
M C-7295
BY
LOCATION, NO.
L. HODGSON
ISSUED AT RISK
03105108
D. DYE
REVISION
DATE
DATE
P.E. STAMP BOX
INTERJTA Islington State
W/Af Department of Transportation
40 Corridor Program
M MNMVA'1.90� DAVID EVANS
"MT
ILFINGER BERGER !tNoASSOCIATES mc.
415 - 118th Avenue SE
Bellevue Washington 98005-3518
Civil Inc. Phone: 425.519.6500
Imams TRI-STATE CONSTRUCTION, INC
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