[Supplemental]_Cross_Sections.pdf
PDF 8 MB Posted
- Solicitation number
- 2026.028-LUT CPS
- Issued by
- Washington County, Oregon
About this file
This is a supplemental cross-sections document for the SW 205th Avenue project (Project 100690) in Washington County, Oregon, showing detailed grading and construction details for a roadway improvement project extending from Baseline to Quatama. The document presents multiple cross-sectional views at 25-foot intervals from station 37+00 to station 52+50, depicting existing and proposed right-of-way conditions, pavement structures, sidewalk configurations, retaining wall placements, and elevation data. Key features illustrated include the Gracie Street and Quatama Street intersections, proposed mechanically stabilized earth (MSE) walls with varying heights and configurations, channel regrading areas, bridge abutment grading, and Anzalone Drive grading considerations. Each cross-section displays detailed elevation points for curb top finish, edge of traveled way, centerline, and walkway top elevations, with slope percentages and offset measurements clearly marked for construction guidance.
The cross-sections reference additional detail sheets (designated as "BR" sheets for wall details and "GJ" sheets for bridge and channel information) and provide comprehensive grading data necessary for the earthwork, retaining wall installation, and pavement construction phases of this $15,000,000 to $30,000,000 project. The document serves as a technical supplement to the overall construction plans and specifications, establishing the geometric basis for site preparation, structural support systems, and drainage considerations throughout the project corridor. References to existing right-of-way lines, proposed right-of-way adjustments, and monolithic sidewalk-with-wall configurations indicate significant reconstruction of the existing roadway infrastructure and associated drainage systems.
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Text version
"205" 37+00.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
"205" 37+25.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Ex tg
. R /W
Ex tg
. R /W
4.27% 3.67%
(GRACIE STREET INTERSECTION)
4.27% 3.67%
"205" 37+50.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
"205" 37+75.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
-4.55% -3.64%
-5.10% -4.56%
-1 1.
8.
O F
ET
W
EL 36
.6
6.
O F
CW
N
EL
-1 1.
8.
O F
ET
W
EL-2
7.
8.
O F
CW
N
EL
-1 1.
8.
O F
ET
W
EL
-1
1.
8.
O
F
ET
W
EL
(GRACIE STREET INTERSECTION)
(GRACIE STREET INTERSECTION)
CL
EL
.0
O F
.0
CL
EL
.3
"205" 38+00.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
"205" 38+25.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Pr op
. R /W
-2.53% -3.92%
-1 1.
7.
O F
ET
W
EL 56
.6
5.
O F
CW
N
EL
-3 3.
7.
O F
CW
N
EL
-1 1.
7.
O F
ET
W
EL
-1
1.
6.
O
F
ET
W
EL 36
.1
5.
O
F
CW
N
EL
-2 6.
6.
O F
CW
N
EL
-1 1.
6.
O F
ET
W
EL
(GRACIE STREET INTERSECTION)
(GRACIE STREET INTERSECTION)
-2.53% -3.92%
CL
EL
.4
CL
EL
.3
"205" 38+50.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
"205" 38+75.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Ex tg
. R /W
Ex tg
. R /W
.0
4.
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ET
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EL
.0
4.
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TF
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.5
5.
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-1 1.
5.
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CW
N
EL
-2 6.
5.
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ET
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EL
-2 7.
5.
O F
Cu rb
TF
EL
-3 7.
5.
O F
W al kT B
EL
-2.50% -1:2 2.50%-2.50%-1:2
.0
3.
O F
ET
W
EL
.0
3.
O
F Cu rb
TF
EL
.5
3.
O F
W al kT B
EL
-1 1.
4.
O F
CW
N
EL
-2 6.
4.
O F
ET
W
EL
-2 7.
4.
O F
Cu rb
TF
EL
-3 7.
4.
O F
W al kT B
EL
-2.50% -1:2 2.50%-2.50%
1:2 1.50% 1.50%
1.50% 1.50%
CL
EL
.1
CL
EL
.3
"205" 39+00.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
"205" 39+25.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Ex tg
. R /W
.0
1.
O F
ET
W
EL
.0
2.
O
F Cu rb
TF
EL
.5
2.
O F
W al kT B
EL
-1 1.
2.
O F
CW
N
EL
-2 6.
2.
O F
ET
W
EL
-2 7.
2.
O F
Cu rb
TF
EL
-3 7.
3.
O F
W al kT B
EL 36
.0
1.
O F
ET
W
EL
.0
2.
O
F Cu rb
TF
EL
.5
2.
O F
W al kT B
EL
-1 1.
2.
O F
CW
N
EL
-2 6.
2.
O F
ET
W
EL
-2 7.
2.
O F
Cu rb
TF
EL
-3 7.
3.
O F
W al kT B
EL
-2.50% 1:22.50%-2.50% 1:2
-2.50% 1:22.50%-2.50% 1:2
.0
0.
O F
ET
W
EL
.0
1.
O
F Cu rb
TF
EL
.5
1.
O F
W al kT B
EL-1
1.
0.
O F
CW
N
EL
-2 6.
0.
O F
ET
W
EL
-2 7.
1.
O F
Cu rb
TF
EL
-3 7.
1.
O F
W al kT B
EL
-0.71% -1:20.71%-2.50% 1:2
Ex tg
. R /W
1.50% 1.50%
1.50% 1.50%
CL
EL
.9
CL
EL
.6
"205" 39+50.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
"205" 39+75.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Ex tg
. R /W
Ex tg
. R /W
Prop. M.S.E Wall
Note: All walls shown are graphic representations of proposed structures and may not be to scale. See "BR" sheets for wall details.
.0
9.
O F
ET
W
EL
.0
9.
O
F Cu rb
TF
EL
.5
0.
O F
W al kT B
EL-1
1.
8.
O F
CW
N
EL
-2 6.
8.
O F
ET
W
EL
-2 7.
8.
O F
Cu rb
TF
EL
-3 7.
9.
O F
W al kT B
EL
-3
7.
0.
O
F Cu rb
TF
EL
1.07% -1:2-1.07%-2.50% 1:2
.0
8.
O F
ET
W
EL
.1
8.
O
F Cu rb
TF
EL
.4
8.
O F
W al kT B
EL
-2 6.
6.
O F
CW
N
EL
-2 7.
6.
O F
Cu rb
TF
EL
-3 7.
7.
O F
W al kT B
EL
-3
7.
8.
O
F Cu rb
TF
EL
2.50% -2.49%
1:2
1.50% 1.50%
1.50% 1.50%
CL
EL
.1
CL
EL
.0
0.
5.
O
F
CW
N
EL
.9
6.
O F
ET
W
EL
.1
7.
O
F Cu rb
TF
EL
.0
7.
O F
W al kT B
EL
-2 6.
4.
O F
ET
W
EL
-2 7.
5.
O F
Cu rb
TF
EL
-3 7.
5.
O F
W al kT B
EL
2.50% -2.50%
1:2
"205" 40+00.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
"205" 40+25.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Ex tg
. R /W
Ex tg
. R /W
Prop. M.S.E Wall
Prop. M.S.E Wall
Note: All walls shown are graphic representations of proposed structures and may not be to scale. See "BR" sheets for wall details.
0.
4.
O
F
CW
N
EL
.7
4.
O F
ET
W
EL
.9
5.
O
F Cu rb
TF
EL
.2
5.
O F
W al kT B
EL
-2 6.
3.
O F
ET
W
EL
-2 7.
3.
O F
Cu rb
TF
EL
-3 7.
3.
O F
W al kT B
EL
2.50% -2.50%1:2
Note: All walls shown are graphic representations of proposed structures and may not be to scale. See "BR" sheets for wall details.
1:21:2
1.50% 1.50%
1.50%
"205" 40+50.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Prop. M.S.E Wall
Note: All walls shown are graphic representations of proposed structures and may not be to scale. See "BR" sheets for wall details.
0.
2.
O
F
CW
N
EL
.5
3.
O F
ET
W
EL
.7
4.
O
F Cu rb
TF
EL
.0
4.
O F
W al kT B
EL
-2 7.
2.
O F
ET
W
EL
-2 8.
2.
O F
Cu rb
TF
EL
-3 7.
2.
O F
W al kT B
EL
2.50% -2.50%-1:2 1.50%
"205" 40+75.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Prop. M.S.E Wall
0.
1.
O
F
CW
N
EL
.3
2.
O F
ET
W
EL
.5
3.
O
F Cu rb
TF
EL
.8
3.
O F
W al kT B
EL
-2 8.
1.
O F
ET
W
EL
-2 9.
1.
O F
Cu rb
TF
EL
-3 7.
1.
O F
W al kT B
EL
2.50% -2.50%-1:2
Note: All walls shown are graphic representations of proposed structures and may not be to scale. See "BR" sheets for wall details.
"205" 41+00.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Prop. M.S.E Wall
0.
1.
O
F
CW
N
EL
.1
1.
O F
ET
W
EL
.3
2.
O
F Cu rb
TF
EL
.6
2.
O F
W al kT B
EL
-2 8.
0.
O F
ET
W
EL
-2 9.
0.
O F
Cu rb
TF
EL
-3 7.
0.
O F
W al kT B
EL
2.50% -2.50%-1:2
Note: All walls shown are graphic representations of proposed structures and may not be to scale. See "BR" sheets for wall details.
"205" 41+25.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /WEx tg . R
/W
Prop. M.S.E Wall
0.
0.
O
F
CW
N
EL
.0
1.
O F
ET
W
EL
.1
2.
O
F Cu rb
TF
EL
.5
2.
O F
W al kT B
EL
-2 9.
9.
O F
ET
W
EL
-3 0.
0.
O F
Cu rb
TF
EL
-3 6.
0.
O F
W al kT B
EL
2.50% -2.50%-1:2
Note: All walls shown are graphic representations of proposed structures and may not be to scale. See "BR" sheets for wall details.
"205" 41+50.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Prop. M.S.E Wall 0.
0.
O F
CW
N
EL
.0
1.
O F
ET
W
EL
.1
1.
O
F Cu rb
TF
EL
.5
2.
O F
W al kT B
EL
-2 9.
9.
O F
ET
W
EL
-3 0.
0.
O F
Cu rb
TF
EL
-3 6.
0.
O F
W al kT B
EL
2.50% -2.50%-1:2
Note: All walls shown are graphic representations of proposed structures and may not be to scale. See "BR" sheets for wall details.
"205" 41+75.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Prop. M.S.E Wall
Prop. M.S.E Wall 0.
0.
O F
CW
N
EL
.0
1.
O F
ET
W
EL
.1
1.
O
F Cu rb
TF
EL
.5
1.
O F
W al kT B
EL
-3 1.
9.
O F
ET
W
EL
-3
1.
0.
O
F Cu rb
TF
EL
-3 6.
0.
O F
W al kT B
EL
2.50% -2.50%
Note: All walls shown are graphic representations of proposed structures and may not be to scale. See "BR" sheets for wall details.
Ex tg
. R /W
"205" 42+00.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Pr op
. R /W
Prop. M.S.E Wall
Prop. M.S.E Wall
0.
0.
O
F
CW
N
EL
.0
1.
O F
ET
W
EL
.1
1.
O
F Cu rb
TF
EL
.5
2.
O F
W al kT B
EL
-3 1.
9.
O F
ET
W
EL
-3
1.
0.
O
F Cu rb
TF
EL
-3 7.
0.
O F
W al kT B
EL
2.50% -2.50%
Note: All walls shown are graphic representations of proposed structures and may not be to scale. See "BR" sheets for wall details.
"205" 42+25.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Prop. M.S.E Wall
Prop. M.S.E Wall
0.
0.
O
F
CW
N
EL
.0
1.
O F
ET
W
EL
.1
2.
O
F Cu rb
TF
EL
.5
2.
O F
W al kT B
EL
-3 1.
9.
O F
ET
W
EL
-3
1.
0.
O
F Cu rb
TF
EL
-3 8.
0.
O F
W al kT B
EL
2.50% -2.50%
Pr op
. R /W
Note: All walls shown are graphic representations of proposed structures and may not be to scale. See "BR" sheets for wall details.
"205" 42+50.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Prop. M.S.E Wall
Prop. M.S.E Wall
0.
0.
O
F
CW
N
EL
.0
1.
O F
ET
W
EL
.1
2.
O
F Cu rb
TF
EL
.5
2.
O F
W al kT B
EL
-3 1.
9.
O F
ET
W
EL
-3
1.
0.
O
F Cu rb
TF
EL
-3 9.
0.
O F
W al kT B
EL
2.50% -2.50%
Pr op
. R /W
Note: All walls shown are graphic representations of proposed structures and may not be to scale. See "BR" sheets for wall details.
"205" 42+75.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Pr op
. R /W
Prop. M.S.E Wall
Prop. M.S.E Wall
0.
0.
O
F
CW
N
EL
.0
1.
O F
ET
W
EL
.1
2.
O
F Cu rb
TF
EL
.5
2.
O F
W al kT B
EL
-3 1.
0.
O F
ET
W
EL
-3
1.
0.
O
F Cu rb
TF
EL
-3 9.
0.
O F
W al kT B
EL
2.50% -2.50%
Note: All walls shown are graphic representations of proposed structures and may not be to scale. See "BR" sheets for wall details.
Bridge abutment grading.
See sheet 2B-19 for details
"205" 43+00.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Pr op
. R /W
-2.50% 2.50%
Bridge abutment grading. See sheet 2B-19 for details
-2.50% 2.50%
"205" 43+25.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Pr op
. R /W
-2.50% 2.50%
-2.50% 2.50%
"205" 43+50.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Pr op
. R /W
-2.70% 2.70%
-2.70% 2.70%
"205" 43+75.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70 Ex tg . R
/W
Ex tg
. R /W
Pr op
. R /W
-2.98% 2.98%
Bridge abutment grading. See sheet 2B-19 for details
-2.98% 2.98%
"205" 44+00.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Pr op
. R /W
-3.27% 3.27%
Bridge abutment grading. See sheet 2B-19 for details
-3.27% 3.27%
"205" 44+25.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Pr op
. R /W
-3.55% 3.55%
Bridge abutment grading. See sheet 2B-19 for details
-3.55% 3.55%
"205" 44+50.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Pr op
. R /W
-3.83% 3.83%
Bridge abutment grading. See sheet 2B-19 for details
-3.83% 3.83%
"205" 44+75.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Pr op
. R /W
Note:
Western extg. R/W line shown outside of cross section view
-4.00% 4.00%
Bridge abutment grading. See sheet 2B-19 for details
-4.00% 4.00%
"205" 45+00.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Pr op
. R /W
Note:
Western extg. R/W line shown outside of cross section view
-4.00% 4.00%
Bridge abutment grading. See sheet 2B-19 for details
"205" 45+25.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Pr op
. R /W
Note:
Western extg. R/W line shown outside of cross section view
-4.00% 4.00%
Bridge abutment grading. See sheet 2B-19 for details
"205" 45+50.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Pr op
. R /W
Note:
Western extg. R/W line shown outside of cross section view
-4.00% 4.00%
Bridge abutment and channel regrading. See GJ sheets 2B-19 for details
"205" 45+75.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Note:
Western extg. R/W line shown outside of cross section view
-4.00% 4.00%
Bridge abutment and channel regrading. See GJ sheets 2B-19 for details
Pr op
. R /W
"205" 46+00.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Prop. M.S.E Wall
Prop. M.S.E Wall
Note:
Western extg. R/W line shown outside of cross section view
Note: All walls shown are graphic representations of proposed structures and may not be to scale. See "BR" sheets for wall details.
0.
2.
O
F
CW
N
EL
.0
3.
O F
ET
W
EL
.1
4.
O
F Cu rb
TF
EL
.5
4.
O F
W al kT B
EL
-3 1.
1.
O F
ET
W
EL
-3
1.
1.
O
F Cu rb
TF
EL
-3 9.
2.
O F
W al kT B
EL
4.00% -4.00%
Channel regrading. See GJ sheets for details
Pr op
. R /W
"205" 46+25.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Prop. M.S.E Wall Prop. M.S.E Wall
Note: All walls shown are graphic representations of proposed structures and may not be to scale. See "BR" sheets for wall details.
0.
2.
O
F
CW
N
EL
.0
3.
O F
ET
W
EL
.1
4.
O
F Cu rb
TF
EL
.5
4.
O F
W al kT B
EL
-3 1.
1.
O F
ET
W
EL
-3
1.
2.
O
F Cu rb
TF
EL
-3 9.
2.
O F
W al kT B
EL
4.00% -4.00%
Channel regrading. See GJ sheets for details
Pr op
. R /W
Ex tg
. R /W
Prop. M.S.E Wall
0.
2.
O
F
CW
N
EL
.0
3.
O F
ET
W
EL
.1
4.
O
F Cu rb
TF
EL
.5
4.
O F
W al kT B
EL
-3 1.
1.
O F
ET
W
EL
-3
1.
2.
O
F Cu rb
TF
EL
-3 9.
2.
O F
W al kT B
EL 41
.5
1.
O F
ET
W
EL 60
.4
0.
O F
ET
W
EL4.00%
-4.00%
Ex tg
. R /W
Pr op
. R /W
"205" 46+50.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Prop. M.S.E Wall
Channel regrading. See GJ sheets for details
Note: All walls shown are graphic representations of proposed structures and may not be to scale. See "BR" sheets for wall details.
Anzalone Drive Grading See sheet 7C
0.
2.
O
F
CW
N
EL
.0
3.
O F
ET
W
EL
.9
4.
O
F Cu rb
TF
EL
.5
4.
O F
W al kT B
EL
-3 1.
1.
O F
ET
W
EL
-3
1.
2.
O
F Cu rb
TF
EL
-3 9.
2.
O F
W al kT B
EL 59
.9
2.
O F
ET
W
EL
.4
2.
O
F Cu rb
TF
EL
.9
2.
O
F
ET
W
EL
.5
4.
O F
CW
N
EL
3.07% -3.08% -6.09%-6.09%-6.08%-5.93%-4.92%-11.53%-11.40%
-6.82%-6.68%-6.56%-6.49%-6.40%-6.33%-6.28%-6.23%-6.18%-6.12%-7.26%-7.24%-7.21%-7.18%-7.17%-7.15%-7.13%-7.12%-7.01%-6.91%-11.10%-11.08%-11.05%-11.03%-11.00%-10.97%-7.35%-7.31%-7.28%-13.64%-13.63%-13.63%-13.63%-13.63%-13.62%-12.28%-11.12%-11.11%-13.74%-13.73%-13.72%-13.71%-13.70%-13.69%-13.68%-13.67%-13.66%-13.65%-13.79%-13.79%-13.78%-13.78%-13.78%-13.77%-13.76%-13.76%-13.76%-13.75%-13.86%-13.85%-13.85%-13.84%-13.83%-13.83%-13.82%-13.81%-13.81%-13.80%-13.88%-13.87%-13.87%-13.87%-13.87%-13.86%-13.86%-13.86% -15.47%-14.85%-14.53%-14.20%-13.94%-13.89%-13.88%-13.88%
Ex tg
. R /W
Ex tg
. R /W
Prop. M.S.E Wall
"205" 46+75.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Channel regrading. See GJ sheets for details
Note: All walls shown are graphic representations of proposed structures and may not be to scale. See "BR" sheets for wall details.
Anzalone Drive Grading See sheet 7C
Pr op
. R /W
"205" 47+00.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /WEx tg . R
/W
Prop. M.S.E Wall
Channel regrading. See GJ sheets for details
Extg. wall
Note: All walls shown are graphic representations of proposed structures and may not be to scale. See "BR" sheets for wall details.
0.
3.
O
F
CW
N
EL
.0
3.
O F
ET
W
EL
.0
4.
O
F Cu rb
TF
EL
.5
4.
O F
W al kT B
EL
-3 1.
2.
O F
ET
W
EL
-3
1.
3.
O
F Cu rb
TF
EL
-3 9.
3.
O F
W al kT B
EL
2.10% -2.50%
Pr op
. R /W
Prop. M.S.E Wall with Welded Wire Facing
Sw lk
W al l E as e.
Sw lk
W al l E as e.
"205" 47+25.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Prop. M.S.E Wall
Extg. wall
Note: All walls shown are graphic representations of proposed structures and may not be to scale. See "BR" sheets for wall details.
0.
3.
O
F
CW
N
EL
.0
3.
O F
ET
W
EL
.0
4.
O
F Cu rb
TF
EL
.5
4.
O F
W al kT B
EL
-3 1.
2.
O F
ET
W
EL
-3
1.
3.
O
F Cu rb
TF
EL
-3 9.
3.
O F
W al kT B
EL
1.14%-2.50%
Pr op
. R /W
1.50% 1.50%
Prop. M.S.E Wall with Welded Wire Facing
"205" 47+50.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /WEx tg . R
/W
Prop. M.S.E Wall
Note: All walls shown are graphic representations of proposed structures and may not be to scale. See "BR" sheets for wall details.
0.
4.
O
F
CW
N
EL
.0
4.
O F
ET
W
EL
.0
4.
O
F Cu rb
TF
EL
.5
4.
O F
W al kT B
EL
-3 1.
3.
O F
ET
W
EL
-3
1.
4.
O
F Cu rb
TF
EL
-3 9.
4.
O F
W al kT B
EL
0.17%-2.50%
Pr op
. R /W
Sw lk
W al l E as e.
1.50% 1.50%
Prop. monolithic sidewalk with wall
"205" 47+75.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Prop. M.S.E Wall
Note: All walls shown are graphic representations of proposed structures and may not be to scale. See "BR" sheets for wall details.
0.
5.
O
F
CW
N
EL
.0
4.
O F
ET
W
EL
.0
5.
O
F Cu rb
TF
EL
.5
5.
O F
W al kT B
EL-3
1.
4.
O F
ET
W
EL
-3
1.
5.
O
F Cu rb
TF
EL
-3 9.
5.
O F
W al kT B
EL
-0.80%-2.50%
Pr op
. R /W
Sw lk
W al l E as e.
1.50% 1.50%
Prop. monolithic sidewalk with wall
"205" 48+00.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
"205" 48+25.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Ex tg
. R /W
Ex tg
. R /W
Prop. M.S.E Wall
Note: All walls shown are graphic representations of proposed structures and may not be to scale. See "BR" sheets for wall details.
0.
6.
O
F
CW
N
EL
.0
5.
O F
ET
W
EL
.0
6.
O
F Cu rb
TF
EL
.5
6.
O F
W al kT B
EL-3
1.
5.
O F
ET
W
EL
-3
1.
6.
O
F Cu rb
TF
EL
-3 9.
6.
O F
W al kT B
EL
-1.76%-2.50% 0.
7.
O F
CW
N
EL
.0
7.
O F
ET
W
EL
.0
7.
O
F Cu rb
TF
EL
.7
7.
O F
W al kT B
EL-3
0.
7.
O F
ET
W
EL
-3 1.
7.
O F
Cu rb
TF
EL
-3 9.
7.
O F
W al kT B
EL
-2.50% -1:2-2.50%-1:2
Pr op
. R /W
Pr op
. R /W
Extg. wall
Sw lk
W al l E as e.
Sw lk
W al l E as e.
1.50% 1.50%
1.50% 1.50% -1:2
"205" 48+50.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
"205" 48+75.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Ex tg
. R /WEx tg . R
/W
0.
9.
O
F
CW
N
EL
.0
8.
O F
ET
W
EL
.0
9.
O
F Cu rb
TF
EL
.5
9.
O F
W al kT B
EL
.5
9.
O
F Cu rb
TF
EL
-3 0.
8.
O F
ET
W
EL
-3 1.
9.
O F
Cu rb
TF
EL
-3 9.
9.
O F
W al kT B
EL
-2.50% -1:2-2.50%1:2
0.
1.
O
F
CW
N
EL
.0
0.
O F
ET
W
EL
.0
1.
O
F Cu rb
TF
EL
.5
1.
O F
W al kT B
EL
.5
1.
O
F Cu rb
TF
EL
-3 0.
0.
O F
ET
W
EL
-3 1.
1.
O F
Cu rb
TF
EL
-3 9.
1.
O F
W al kT B
EL
-2.50% 1:2
-2.50%1:2
Pr op
. R /W
Pr op
. R /W
Extg. wall
Sw lk
W al l E as e.
Sw lk
W al l E as e.
1:21:21.50% 1.50%
"205" 49+00.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
"205" 49+25.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Ex tg
. R /W
Ex tg
. R /W
0.
3.
O
F
CW
N
EL
.0
2.
O F
ET
W
EL
.0
3.
O
F Cu rb
TF
EL
.5
3.
O F
W al kT B
EL
.5
3.
O
F Cu rb
TF
EL
-3 0.
2.
O F
ET
W
EL
-3 1.
3.
O F
Cu rb
TF
EL
-3 9.
3.
O F
W al kT B
EL
-2.50% 1:2 -2.50%1:2
0.
5.
O
F
CW
N
EL
.7
4.
O F
ET
W
EL
.7
5.
O
F Cu rb
TF
EL
.2
5.
O F
W al kT B
EL
.2
6.
O
F Cu rb
TF
EL
-3 0.
4.
O F
ET
W
EL
-3 1.
5.
O F
Cu rb
TF
EL
-3 9.
5.
O F
W al kT B
EL
-2.50% 1:2-2.50%-1:2
Pr op
. R /W
Pr op
. R /W
"205" 49+50.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
"205" 49+75.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
0.
9.
O
F
CW
N
EL
.9
8.
O F
ET
W
EL
.9
9.
O
F Cu rb
TF
EL
.4
9.
O F
W al kT B
EL-3
1.
8.
O F
ET
W
EL
-3 2.
9.
O F
Cu rb
TF
EL
-4 1.
9.
O F
W al kT B
EL
-2.50% 1:2-2.50%-1:2
Ex tg
. R /W
Ex tg
. R /W
Ex tg
. R /W
Ex tg
. R /W
0.
7.
O
F
CW
N
EL
.8
6.
O F
ET
W
EL
.8
7.
O
F Cu rb
TF
EL
.3
7.
O F
W al kT B
EL
.3
8.
O
F Cu rb
TF
EL
-3 0.
6.
O F
ET
W
EL
-3 1.
7.
O F
Cu rb
TF
EL
-4 0.
7.
O F
W al kT B
EL
-2.50% -1:2-2.50%-1:2
Pr op
. R /W
Pr op
. R /W
"205" 50+00.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
"205" 50+25.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Ex tg
. R /W
Ex tg
. R /W
0.
1.
O
F
CW
N
EL
.1
0.
O F
ET
W
EL
.1
0.
O
F Cu rb
TF
EL
.6
0.
O F
W al kT B
EL-3
3.
0.
O F
ET
W
EL
-3 4.
0.
O F
Cu rb
TF
EL
-4 2.
0.
O F
W al kT B
EL
-2.50% 1:2-2.50%-1:2 0.
2.
O F
CW
N
EL
.3
1.
O F
ET
W
EL
.3
2.
O
F Cu rb
TF
EL
.8
2.
O F
W al kT B
EL-3
4.
1.
O F
ET
W
EL
-3 5.
2.
O F
Cu rb
TF
EL
-4 3.
2.
O F
W al kT B
EL
-2.50% 1:2-2.50%-1:2 1.50% 1.50%
"205" 50+50.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
"205" 50+75.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Ex tg
. R /W
Ex tg
. R /W
0.
3.
O
F
CW
N
EL
.9
3.
O F
ET
W
EL
.9
3.
O
F Cu rb
TF
EL
.4
3.
O F
W al kT B
EL-3
5.
3.
O F
ET
W
EL
-3 6.
3.
O F
Cu rb
TF
EL
-4 4.
3.
O F
W al kT B
EL
-2.50% -1:2-2.50%-1:2
0.
5.
O
F
CW
N
EL
.0
4.
O F
ET
W
EL
.0
4.
O
F Cu rb
TF
EL
.5
4.
O F
W al kT B
EL-3
5.
4.
O F
ET
W
EL
-3 6.
4.
O F
Cu rb
TF
EL
-4 5.
4.
O F
W al kT B
EL
-2.50% -1:2-2.50%1:2
1.50%1.50%
"205" 51+00.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
"205" 51+25.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Ex tg
. R /W
Ex tg
. R /W
(QUATAMA STREET INTERSECTION)
"205" 51+50.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
"205" 51+75.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Ex tg
. R
/W(QUATAMA STREET INTERSECTION)
"205" 52+00.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
"205" 52+25.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
Ex tg
. R
/W(QUATAMA STREET INTERSECTION)
"205" 52+50.00
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Ex tg
. R /W
Ex tg
. R /W
| Sheets and Views |
| RH-XS1-X-WPWX0193 - 205-20 |
| RH-XS1-X-WPWX0193 - 205-21 |
| RH-XS1-X-WPWX0193 - 205-22 |
| RH-XS1-X-WPWX0193 - 205-23 |
| RH-XS1-X-WPWX0193 - 205-24 |
| RH-XS1-X-WPWX0193 - 205-25 |
| RH-XS1-X-WPWX0193 - 205-26 |
| RH-XS1-X-WPWX0193 - 205-27 |
| RH-XS1-X-WPWX0193 - 205-28 |
| RH-XS1-X-WPWX0193 - 205-29 |
| RH-XS1-X-WPWX0193 - 205-30 |
| RH-XS1-X-WPWX0193 - 205-31 |
| RH-XS1-X-WPWX0193 - 205-32 |
| RH-XS1-X-WPWX0193 - 205-33 |
| RH-XS1-X-WPWX0193 - 205-34 |
| RH-XS1-X-WPWX0193 - 205-35 |
| RH-XS1-X-WPWX0193 - 205-36 |
| RH-XS1-X-WPWX0193 - 205-37 |
| RH-XS1-X-WPWX0193 - 205-38 |
| RH-XS1-X-WPWX0193 - 205-39 |
| RH-XS1-X-WPWX0193 - 205-40 |
| RH-XS1-X-WPWX0193 - 205-41 |
| RH-XS1-X-WPWX0193 - 205-42 |
| RH-XS1-X-WPWX0193 - 205-43 |
| RH-XS1-X-WPWX0193 - 205-44 |
| RH-XS1-X-WPWX0193 - 205-45 |
| RH-XS1-X-WPWX0193 - 205-46 |
| RH-XS1-X-WPWX0193 - 205-47 |
| RH-XS1-X-WPWX0193 - 205-48 |
| RH-XS1-X-WPWX0193 - 205-49 |
| RH-XS1-X-WPWX0193 - 205-50 |
| RH-XS1-X-WPWX0193 - 205-51 |
| RH-XS1-X-WPWX0193 - 205-52 |
| RH-XS1-X-WPWX0193 - 205-53 |
| RH-XS1-X-WPWX0193 - 205-54 |
| RH-XS1-X-WPWX0193 - 205-55 |
| RH-XS1-X-WPWX0193 - 205-56 |
| RH-XS1-X-WPWX0193 - 205-57 |
| RH-XS1-X-WPWX0193 - 205-58 |
| RH-XS1-X-WPWX0193 - 205-59 |
| RH-XS1-X-WPWX0193 - 205-60 |
| RH-XS1-X-WPWX0193 - 205-61 |
| RH-XS1-X-WPWX0193 - 205-62 |
| RH-XS1-X-WPWX0193 - 205-63 |
| RH-XS1-X-WPWX0193 - 205-64 |
| RH-XS1-X-WPWX0193 - 205-65 |
| RH-XS1-X-WPWX0193 - 205-66 |
File details come from the government source that posted it. Updated .