HomeMy WebLinkAboutT-2690A2SLOPE TABLE
STATION TO STATION CUT/ FILLI FILL/ FORESLOPE DITCH BOTTOM I CUT SLOPEI NOTES
ESB5 -NB406 LINE
2017+39.83 TO 2019+67.43 RT Fill 6:1
SLOPE TABLE
STATION TO STATION
CUT/ FILL
FILL/ FORESLOPE
DITCH BOTTOM
CUT SLOPE
NOTES
E405 LINE
1-405 MP 0.25 TO MP 2.77
Plot 6
8:18:31 AM
1084+11,61 TO 1085+59.00 RT
Fill
6:1
REGION
NO.
STATE
FEDAD PROJI.N0.
1085+59.00 TO 1087+33.00 RT
Fill
2:1
Department of Transponation
Reinforce SIOPE
1090+26.24 TO 1092+02.00 RT
Fill
2:1
WALL
Reinforce slopE
1092+02.00 TO 1092+60.00 RT
Fill
1.6:1
Reinforce SIOPE
1092+60.00 TO 1093+00.00 RT
Fill
1.51
0
2:1
Reinforce SIOPE
1093+00.00 TO 1093+55.00 RT
Fill
1.6:1
0
2:1
WASH
1093+55.00 TO 1096+25.00 RT
Fill
2:1
Corridor Program
405 C
1096+25.00 TO 1103+28.00 (WALL 4008) RT
Fill
Wall
0
2:1
1103+28.00 TO 1103+75.00 RT
Fill
2:1
2
7
1103+75.00 TO 1104+7100 RT
Cut
3:1
STAGE 1 -WIDENING
Barrier
ENTERED BY
1109+17.93 TO 1112+66.38 RT
Fill
6:1
1122+80.00 TO 1123+62.05 RT
Fill
2:1
Reinforce slopE
1085+18,30 TO 1089+05.61 LT
Fill
4:1
J. STJOHN
Reinforce slopE
1089+05.61 TO 1091+27.63 (WALL 4100) LT
Cut
1:1
LOCATION NO.
Wall
Reinforce slopE
1091+27.63 TO 1091+55.65 LT
Cut
Wall
OF
Barrier
L. HODGSON-
1091+55.65 TO 1095+30.00 LT
Fill
4:1
1095+30.00 TO 1102+00.00 LT
Cut
2:1
0
2:1
1095+53.11 TO 1102+35.00 LT
Fill
2:1
DATE
BY
1102+35.00 TO 1104 +85.00 LT
Cut
2:1 1
Barrier
9--t I
1104+85.00 TO 1105+15.96 LT
Fill
2:1
1109+10.00 TO 1109+84.00 LT
Cut
6:1
1109+84.00 TO 1113+47.88 LT
Fill
6:1
SLOPE TABLE
STATION TO STATION
CUT/ FILL
FILL/ FORESLOPE
DITCH BOTTOM
CUT SLOPE
NOTES
1405 LINE
1-405 MP 0.25 TO MP 2.77
Plot 6
8:18:31 AM
1131+77.41 TO 1135+25.00 RT
Fill
Moment slab
REGION
NO.
STATE
FEDAD PROJI.N0.
1135+25.00 TO 1136+50.00 RT
Fill
1:1
Department of Transponation
Reinforce SIOPE
1136+50.00 TO 1136+80.00 RT
Fill
Transition 1:1-1,5:1
WALL
Reinforce slopE
1136+80.00 TO 1137+80.00 RT
Fill
1.51
Reinforce SIOPE
1138+20.00 TO 1155+40.00 RT
Fill
2:1
0
2:1
d10
1155+12.00 TO 1159+80.00 RT
Fill
6:1, 2:1
0
2:1
WASH
1137+80,00 TO 1138+20.00 RT
Fill
Transition 1.6:1-2:1
Corridor Program
405 C
1159+80.00 TO 1159+80.00 RT
Fill
2:1
0
2:1
1160+33.00 TO 1161+99.00 RT
Fill
4:1
2
7
1161+99.00 TO 1163+80.00 RT
Fill
3:1
STAGE 1 -WIDENING
SHEET
ENTERED BY
1163+80.00 TO 1164+77.00 RT
Fill
2:1
1164+77.00 TO 1167+20.00 RT
Fill
1.5:1
Reinforce slopE
1167+20.00 TO 1167+50.00 RT
Fill
Transition 1.5:1-1:1
J. STJOHN
Reinforce slopE
1167+50,00 TO 1168+70.00 RT
Fill
1:1
LOCATION NO.
Reinforce slopE
1168+70.00 TO 1170+46.71 (WALL 4020) RT
Fill
Wall
OF
PROD. ENGR.
L. HODGSON-
1134+59.24 TO 1144+70.16 (WALL 4111) LT
Fill
Wall
1148+80.05 TO 1161+88.87 (WALL 4130A) LT
Fill
Wall
Noma TRI-STATE CONSTRUCTION, INC,
Iml
ROADWAY SECTIONS
1161+88.87 TO 1166+00.00 LT
Fill
1.6:1
DATE
BY
11166+00.00 TO 1170+46.71 LT
Fill
2:1 1
P.E. STAMP BOX
9--t I
SLOPE TABLE
STATION TO STATION CUT/ FILL FILL/ FORESLOPE DITCH BOTTOM CUT SLOPE NOTES
TP-E405 LINE
4085+45.00 TO 4085+88.90 RT Fill 6:1
4085+88.90 TO 4089+82.93 (WALL 4007) RT Fill Wall
4089+82.93 TO 4090+24.17 RT Fill 2:1
36.09 TO 4086+00.00 LT Fill 2:1
00.00 TO 4087+00.00 (WALL 4006) LT Fill Wall
00.00 TO 4087+31.00 LT I Fill 1 4:1
SLOPE TABLE
STATION TO STATION
CUT/ FILL
FILL/ FORESLOPE
DITCH BOTTOM
CUT SLOPE
NOTES
NB406-SR181 LINE
1-405 MP 0.25 TO MP 2.77
Plot 6
8:18:31 AM
10+98.31 TO 13+60.00 RT
Fill
6:1
REGION
NO.
STATE
FEDAD PROJI.N0.
13+60.00 TO 14+00.00 RT
Fill
3:1
Department of Transponation
14+00.00 TO 16+50.00 (WALL 4010) RT
Fill
WALL
WALL
16+50.00 TO 16+69.00 RT
Fill
2:1
16+69.00 TO E181 16+89.04 RT
Cut
2:1
0
2:1
d10
SLOPE TABLE
STATION TO STATION
CUT/ FILL
FILL/ FORESLOPE
DITCH BOTTOM
CUT SLOPE
NOTES
NB405-NBCD LINE
1-405 MP 0.25 TO MP 2.77
Plot 6
8:18:31 AM
20+69.84 TO 21 +89.10 (WALL 4020) RT
Fill
WALL
REGION
NO.
STATE
FEDAD PROJI.N0.
21+89.10 TO 22+04,00 RT
Fill
2:1
Department of Transponation
22+04.00 TO 23+19.00 (WALL 4022) RT
Cut
WALL
23+19.00 TO 23+4000 RT
Fill
1.61
23+40.00 TO 25+66.21 (WALL 4024) RT
Fill
Wall
RS6
PLOTTED BY
d10
SLOPE TABLE
STATION TO STATION
CUT/ FILL
FILL/ FORESLOPE
DITCH BOTTOM
CUT SLOPE
NOTES
SB167-SB406 LINE
1-405 MP 0.25 TO MP 2.77
Plot 6
8:18:31 AM
16+70.00 TO 18+94.49 RT
Fill
2:1
REGION
NO.
STATE
FEDAD PROJI.N0.
118+94.49 TO 20+91.00 RT
Fill
6:1
Department of Transponation
SPECIAL BORROW TYPE C
(SEE SPECIAL PROVISIONS)
o.
PRIMARY
REINFORCEMENT
H (TYP) (SEE NOTE 2)
REINFORCED SLOPE
tvAmlcoy 12" MAX : '\
z z ANGLE VARIES
12" MAX
SECONDARY
REINFORCEMENT 12" MAX
(TYP) (SEE NOTES 2 AND 3)
4'
6' E406 STA 1092+60.00 TO 1093+00.00 RT
6' - 1405 STA 1164+77.00 TO 1168+70.00 RT
10'- 1406 STA 1135+26.00 TO 1138+20.00 RT
RSI-5 FOR BARRIER LOCATION AND PAVING SECTION
TURF REINFORCEMENT MAT (TRM)
INSIDE GEOGRID (SEE NOTE 4)
X
SLOPE FACE FILL
(SEE NOTE 1)
3' MAX
NOTES
,1. FILL WITHIN ONE FOOT OF SLOPE FACE
SHALL CONTAIN N 24% ORGANIC CONTENT
BY WEIGHT, AND NOT MORE THAN
25% ORGANIC CONTENT BY VOLUME.
2. PRIMARY AND SECONDARY REINFORCEMENT
SHALL CONSIST OF GEOSYNTHETIC
REINFORCEMENT INSTALLED SUCH THAT ITS
MACHINE DIRECTION IS PERPENDICULAR TO
THE SLOPE FACE ALIGNMENT.
3. SECONDARY REINFORCEMENT IS REQUIRED
WHERE THE SLOPE FACE IS 1.2H:1V OR
STEEPER.FOR SLOPE FACES FLATTER THAN
1.2H:IV,TRM (SEE NOTE 4) MAY BE ANCHORED
DIRECTLY TO THE SLOPE IN LIEU OF SECONDARY
REINFORCEMENT.
4. GEOSYNTHETIC TURF REINFORCEMENT MATS
(TRMS) SHALL BE INSTALLED ON ALL SLOPES
STEEPER THAN 1.5HAV. TRMS SHALL BE PLACED
BEHIND (SOIL SIDE) THE PRIMARY REINFORCEMENT
AND SECONDARY REINFORCEMENT. TRMS SHALL
BE INSTALLED IN ACCORDANCE WITH WSDOT
REQUIREMENTS AND TRM MANUFACTURER
RECOMMENDATIONS. TRMS SHOULD BE
EMBEDDED AT LEAST 1.5 FEET BEHIND THE
SLOPE FACE.
5. GRADUALLY TRANSITION BETWEEN DIFFERENT SLOPES.
& SEE DRAINAGE SHEETS FOR DITCH INFORMATION.
WSDOT NORTHWEST REGION
CHANNEL IZA TIDN PL AN
FILE NAME
TIME
C:lWorkXProjeetWiseXBTJV00021dms022731BTJV0002
DE IRS 406-CP.dgn
1� M. ST.,,
.4� Anih, washiingtomi State
TV
1-405 MP 0.25 TO MP 2.77
Plot 6
8:18:31 AM
REGION
NO.
STATE
FEDAD PROJI.N0.
WAsll
Department of Transponation
DATE
817412010
1-405
RS6
PLOTTED BY
d10
10
WASH
Corridor Program
405 C
145 TO SR169
DESIGNED BY
A. SCHMIDTMAN
JOB NUMBER
2
7
STAGE 1 -WIDENING
SHEET
ENTERED BY
L. JOHNSON
NA�
BILFINGRR BERGER M, Ca D"IDEVAING
I �AZGOOIATIIG
! Nr
KING COUNTY JULY 2010
G
CHECKED BY
J. STJOHN
CONTRACT NO.
LOCATION NO.
Civil Inc. I
OF
PROD. ENGR.
L. HODGSON-
47114'4 tt-)
L DATE
DATE
Noma TRI-STATE CONSTRUCTION, INC,
Iml
ROADWAY SECTIONS
REGIONAL ADM.
D. DYE
REVISION
DATE
BY
P.E. STAMP BOX
P.E. STAMP BOX
9--t I
SHEETS