Sol_S-11-0033_Plans_and_Drawings_Part2.pdf

MilePost Culvert Removal

INSTALL

DIP TYPE

WORK DESCRIPTION

2.977 18" x 44' 1

2.930 N/A 2

2.898 36" x 60' 3

2.810 24" x 46' 1

2.784 18" x 54' 1

2.738 18" x 42' 1

2.706 18" x 32' 1

2.677 24" x 46' 3

2.639 18" x 36' 1

2.618 SPUR ROAD ON LEFT, WASTE AREA

2.590 24" x 70' 3

2.560 18" x32' 1

2.529 1 EXISTING WATERBAR

2.493 24" x 50' 3

2.443 18" x 32' 1

2.390 N/A 2

2.339 18" x 42' 1

2.322 1 EXISTING DIP, REMOVE BERM IN

DITCHLINE, RECONSTRUCT TYPE 1 DIP

2.306 18" x 36' 1

2.267 24" x 32' 1

2.260 ROCK BORROW SOURCE, WASTE AREA

2.218 18" x 22' 1

2.180 N/A 2

2.148 18" x 43' 1

2.118 18" x 28' 1

2.032 48" x 50' 3

1.990 18" x 32' 1

1.950 N/A 2

18" x 22' w/Downpipe

1.878 18" x 36' 1

1.841 18" x 36' w/Downpipe 1

1.806 N/A 2

1.762 60" x 94' 3

1.716 24" x 60' w/Downpipe 3

1.671 24" x 36' 1

1.655 24" x 40' 1

1.626 18" x 38' 1

1.571 18" x 37' 1

1.534 18" x 37' 1

1.489 24" x 38' 1

1.922 ‐1.930

MilePost Culvert Removal

INSTALL

DIP TYPE

WORK DESCRIPTION

1.468 18" x 32' 1

1.420 N/A 2

1.388 18" x 30' w/Downpipe 1

1.352 18" x 36' 1

1.322 18" x 38' 1

1.250 18" x 38' 1

1.216 SPUR ROAD ON LEFT

1.201 1 EXISTING WATERBAR 26'

1.188 18" x 30' 1

1.142 1 EXISTING WATERBAR 24'

1.120 18" x 36' w/Downpipe 1

1.110 18" x 18' 3 EXISTING SLIDE LOCATION

1.070 N/A 3 EXISTING SLIDE LOCATION

1.050 18" x 30' 1

1.000 72" x 60' 3

0.959 18" x 26' 1

18" x 34' w/Downpipe

18" x 26' w/Downpipe

0.901 1 EXISTING WATERBAR 30'

0.856 24" x 44' 1

0.790 N/A 2

0.747 18" x 34' 1

0.710 24" x 30' 1

0.667 18" x 44' 1

0.616 18" x 32' 1

0.578 18" x 42' 1

0.551 18" x 26' 3

0.513 18" x 32' 3

0.475 18" x 16' 3

0.425 18" x 38' 3

0.393 24" x 50' 3

0.373 18" x 38' 1

0.320 N/A 2

0.311 24" x18' 3

0.272 48" x 74' 3

0.224 18" x 36' w/Downpipe 1

0.187 18" x 32' 1

0.166 18" x 46' 1

0.132 24" x 38' 1

0.069 18" x 38' 1

0.020 18" x 40' 1

0.915 ‐ 0.919

MP CULVERT REMOVAL

INSTALL

DIP TYPE:

ROAD

GRADE %

WORK DESCRIPTION

1.556 Begin Spur Storage Work

1.527 2 ‐2

1.474 24" x 44' cmp 1 7

1.423 18" x 40' cmp 1 6

1.398 Waste Area on Lt. 40' x 40'

1.373 18" x 38' cmp 1 6

1.335 24" x 36' cmp 1 4

1.259 18" x 32' cmp 1 6

1.256 2 7

1.164 24" x 40' cmp 1 ‐2

1.081 18" x 32' cmp 1 ‐3

1.027 Excavation, Pull back Fill Slope, 5' in 10' down for 285' ahead.

1.010 2 0 Existing Waterbar, Convert to Type 2 Dip

0.952 18" x 38' cmp 1 ‐2

0.884 18" x 38' cmp 1 3

0.840 24" x 56' cmp 3

0.834 2 4 Temporary Dip in Place. Construct Permanent Type 2

0.814 18" x 32' cmp 1 ‐1

0.752 ‐3 Excavation, Outslope Rd 3% xslope for 327' ahead.

0.694

7'H x 12' W x 70' long

Multi‐plate Arch 3

0.661 18" x 34' cmp 1 0

0.648 2 2 Existing Waterbar, Convert to Type 2 Dip

0.603 18" x 36' cmp 1 2

0.583 2 2 Existing Waterbar, Convert to Type 2 Dip

0.565 2 2 Existing Waterbar, Convert to Type 2 Dip

0.552 Spur Rd Right.

0.541 24" x 40' cmp 1 1 Construct dip so inlet is at stream channel.

0.531 18" x 34' cmp 1 1

0.512 18" x 34' cmp 1 1

0.490 18" x 32' cmp 1 1

0.462 24" x 52' cmp 3

0.443 18" x 42' cmp 1 1

0.431 18" x 32' cmp 1 1

0.398 18" x 40' cmp 1 0

0.374 18" x 44' cmp 1 1

0.352 18" x 44' cmp 1 0

0.325 2 1 Existing Waterbar, Convert to Type 2 Dip

0.296 2 2 Existing Waterbar, Convert to Type 2 Dip

0.262 24" x 44' cmp 1 2

0.247 18" x 42' cmp 1 2

0.000 End Spur Storage Work