J3 - Project Drawings.pdf

PDF 257 KB Posted Mar 19, 2010

Attached to: Recovery - Road Decommissioning - Upper Williams South - Monongahela NF
Solicitation number: AG-4419-S-10-0482
Issued by: Department of Agriculture Forest Service Washington Office Economic Recovery Operations Center East

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J3 Project Drawings

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Project Drawings

Upper Williams Road Decommissioning (South)

CIM-0921-10EW-381-0921-01

Project Drawings Page 1 of 15

OUTSLOPE TYPICAL

(not to scale)

ROAD # TREATMENT START END LENGTH

FR 170 15% Outslope 0+00 42+10 4210

FR 170 40+58A Decompact 0+00 0+82 82

FR 170 40+58A 15% Outslope 0+82 14+50 1368

FR 170 40+58A Decompact Road 14+50 15+08 58

FR 437B 15% Outslope 0+00 8+26 826

FR 437B Decompact Road 8+26 8+80 54

FR 437B 15% Outslope 8+80 20+82 1202

FR 437B

15% Outslope without

Decompaction 20+82 87+50 6668

FR 999B

15% Outslope without

Decompaction 0+00 48+00 4800

FR 999B 15% Outslope 48+00 55+26 726

FR 999B

15% Outslope without

Decompaction 55+26 68+48 1322

FR 171 Decompact Road 0+00 0+66 66

FR 171 15% Outslope 0+66 68+57 6791

FR 171 0+67A 15% Outslope 0+00 5+75 575

M 132 15% Outslope without

Decompaction 0+00 33+65 3365

M 132 9+08A 15% Outslope 0+00 3+76 376

M 132 9+08B 15% Outslope 0+00 10+48 1048

Seeding and Mulching

Decompaction

15% Outslope

Existing Roadbed

Existing

Cut Slope

Existing Fill Slope

Project Drawings Page 2 of 15

OUTSLOPE CONTINUED

ROAD # TREATMENT START END LENGTH

WR 27 15% Outslope 20+00 54+30 3430

WR 34

15% Outslope without decompaction 15+22 26+15 1093

M 144 15% Outslope 0+00 25+72 2572

M 144 4+26A 15% Outslope 0+00 4+00 400

M 147 15% Outslope 0+00 8+45 845

M 147 4+30A 15% Outslope 0+00 4+60 460

M 147 4+60A 15% Outslope 0+00 0+80 80

M 169 15% Outslope 0+00 24+25 2425

M 169 Decompact 24+25 28+00 375

M 169 15% Outslope 28+00 48+15 2015

M 169 Full Recontour 48+15 49+09 94

M 169 2+92A 15% Outslope 0+00 10+40 1040

M169 4+18A 15% Outslope 0+00 13+77 1377

M 171A 15% Outslope 0+00 57+84 5784

Project Drawings Page 3 of 15

CHANNEL RESTORATION SITES TYPICAL

ROAD # START END

APPROX.

CHANNEL

WIDTH (ft)

APPROX.

CHANNEL

DEPTH

(ft)

APPROX.

FLOODPLAIN

WIDTH (ft)

FR 170 41+66 42+10 24 3 35

FR 437B 63+90 64+10 10 2 20

FR 999B 34+40 34+60 12 1 20

FR 999B 40+77 41+07 15 6 30

FR 171 34+17 34+62 30 2 45

FR 171 64+75 64+90 10 2 15

M 132 9+28 9+52 9 1 24

M 169 21+55 21+90 10 0.5 35

M 171A 34+34 35+10 10 .5 29

M 171 A 34+34 35+10 10 1 24

M 171A 44+48 44+90 25 2 42

M 171A 45+94 46+30 14 2 36

M 171A 47+57 47+93 15 1 36

M 171A 50+90 51+21 9 1 31

Channel Width

Floodplain Width

Channel Depth

20’ Mandatory

Straw Mulch

CROSS-SECTIONAL VIEW

Gradient

Existing Road Surface

LONGITUDINAL VIEW

Project Drawings Page 4 of 15

STREAM CROSSINGS TYPICAL DRAWING

ROAD # START

FLAT BOTTOM

WIDTH (ft)

FR 170 0+92 6

FR 170 8+40 8

FR 170 9+24 8

FR 170 9+55 8

FR 170 9+72 10

FR 170 10+13 8

FR 170 10+60 8

FR 170 12+30 8

FR 170 13+14 8

FR 170 14+03 10

FR 170 14+88 10

FR 170 18+75 8

FR 170 22+40 10

FR 170 38+20 8

FR 170 38+40 8

FR 170 39+99 6

FR 170 40+53 3

FR 170 40+58A 4+39 5

FR 170 40+58A 6+80 5

FR 437A 43+42 8

FR 437A 49+41 10

FR 437A 51+90 10

FR 437A 64+75 8

FR 437A 69+57 6

FR 437A 71+70 6

Channel

Width

Existing

Grade

Natural slope

20’ Mandatory

Straw Mulch

20’ Mandatory

Straw Mulch

Flat Bottom Width

Project Drawings Page 5 of 15

STREAM CROSSINGS CONTINUED

ROAD # START

FLAT BOTTOM

WIDTH (ft)

FR 437B 8+09 10

FR 437B 12+55 12

FR 437B 21+40 12

FR 437B 33+03 10

FR 437B 48+84 6

FR 437B 64+56 5

FR 437B 64+84 5

FR 437B 66+54 5

FR 437B 67+82 4

FR 437B 68+68 6

FR 437B 70+10 6

FR 437B 76+34 6

FR 437B 79+64 4

FR 437B 83+79 6

FR 999B 0+78 4

FR 999B 1+37 4

FR 999B 2+08 4

FR 999B 9+37 5

FR 999B 9+95 5

FR 999B 51+64 6

FR 999B 53+85 4

FR 999B 55+10 8

FR 171 15+30 8

FR 171 20+88 6

FR 171 22+22 6

FR 171 63+66 6

FR 171 67+55 5

FR 171 0+67A 1+20 8

M 132 0+18 6

M 132 11+60 3

M 132 22+28 8

M 132 23+06 7

M 132 27+75 10

M 132 9+08B 0+17 8

M 136 19+22 4

WR 27 33+65 6

WR 27 34+59 6

WR 27 35+51 4

WR 27 35+90 6

WR 34 25+09 4

Project Drawings Page 6 of 15

WIDTH (ft)

M 144 8+88 5

M 144 9+41 5

M 144 10+32 6

M 144 11+10 6

M 144 11+52 6

M 144 11+93 4

M 147 2+70 4

M 147 7+00 6

M 169 5+19 13

M 169 7+50 12

M 169 12+02 9

M 169 17+77 10

M 169 20+25 9

M 169 23+97 9

M 169 35+00 10

M 169 35+70 8

M 169 36+79 7

M 169 38+70 4

M 169 40+56 11

M 169 45+43 7

M 169 47+98 7

M 169 2+92A 3+03 7

M 169 2+92A 4+48 10

M 169 2+92A 8+34 8

M 169 24+18A 0+00 12

M 169 24+18A 3+00 10

M 169 24+18A 6+85 11

M 171A 1+13 5

M 171A 1+64 11

M 171A 10+92 25

M 171A 11+60 15

M 171A 17+17 7

M 171A 18+05 9

M 171A 19+78 9

M 171A 20+11 7

M 171A 20+64 6

M 171A 22+33 11

M 171A 28+38 7

M 171A 29+35 8

M 171A 30+41 8

M 171A 38+53 7

Project Drawings Page 7 of 15

WIDTH (ft)

M 171A 38+81 9

M 171A 39+24 8

M 171A 40+77 10

M 171A 41+97 7

M 171A 42+24 10

M 171A 42+53 40

M 171A 43+11 12

M 171A 43+45 40

M 171A 45+65 4

M 171A 50+31 7

M 171A 52+92 10

Project Drawings Page 8 of 15

CULVERT RELIEF DIP TYPICAL

ROAD #

STATION

FR 170 43+45

FR 170 45+43

FR 170 52+90

FR 170 55+40

FR 170 57+11

FR 170 58+77

FR 170 61+55

FR 170 65+83

FR 170 73+93

FR 170 76+22

FR 170 78+60

FR 170 82+70

FR 170 84+40

FR 170 88+93

FR 170 92+13

FR 170 94+20

FR 170 97+27

FR 170 99+47

M 136 0+46

M 136 1+35

M 136 2+68

M 136 7+05

M 136 8+57

M 136 10+65

M 136 12+25

M 136 13+65

Existing road surface

Road Cut

Existing ditch

Elevation of top of culvert 3-10% slope

Road fill

Cross-section of road surface

Armored < 50% slope

Appox width of inside ditch

Cross-section of Relief Dip

Flow Existing Culvert

120 degrees

Spoil material

Plain View

Project Drawings Page 9 of 15

CULVERT RELIEF DIP CONTINUED

M 136 14+22

M 136 16+08

M 136 17+75

M 136 18+33

W 34 0+62

W 34 1+92

W 34 3+59

W 34 5+75

W 34 7+37

W 34 9+17

Project Drawings Page 10 of 15

DITCH RELIEF DIP TYPICAL

Spoil material

FR 170 42+60

FR 170 43+10

FR 170 43+95

FR 170 44+45

FR 170 44+95

FR 170 45+93

FR 170 46+43

FR 170 46+93

FR 170 47+43

FR 170 47+93

FR 170 48+43

FR 170 48+93

FR 170 49+43

FR 170 49+93

FR 170 50+43

FR 170 50+93

FR 170 51+43

FR 170 51+93

FR 170 52+43

FR 170 53+40

FR 170 53+90

FR 170 54+40

FR 170 54+90

FR 170 55+90

FR 170 56+40

FR 170 56+90

FR 170 57+61

FR 170 58+11

FR 170 59+27

Cross-section of Road Profile Plan View Cross-section at Road Centerline

Approximates width of inside ditch

Armored < 50% slope

Flow

120 degrees

3-10% slope

Existing

Ditch Existing road surface

Road

Cut

Road fill 6” min depth

Project Drawings Page 11 of 15

DITCH RELIEF DIP CONTINUED

STATION #

FR 170 59+77

FR 170 60+27

FR 170 60+77

FR 170 61+27

FR 170 62+05

FR 170 62+55

FR 170 63+05

FR 170 63+55

FR 170 64+05

FR 170 64+55

FR 170 65+05

FR 170 65+55

FR 170 66+33

FR 170 66+83

FR 170 67+33

FR 170 67+83

FR 170 68+33

FR 170 68+83

FR 170 69+33

FR 170 69+83

FR 170 70+33

FR 170 70+83

FR 170 71+33

FR 170 71+83

FR 170 72+33

FR 170 72+83

FR 170 73+33

FR 170 73+83

FR 170 74+43

FR 170 74+93

FR 170 75+43

FR 170 75+93

FR 170 76+72

FR 170 77+22

FR 170 77+72

FR 170 78+22

FR 170 79+10

FR 170 79+60

FR 170 80+10

FR 170 80+60

FR 170 81+10

Project Drawings Page 12 of 15

DITCH RELIEF DIP CONTINUED

ROAD # STATION #

FR 170 81+60

FR 170 82+10

FR 170 82+60

FR 170 83+20

FR 170 83+70

FR 170 84+20

FR 170 84+90

FR 170 85+40

FR 170 85+90

FR 170 86+40

FR 170 86+90

FR 170 87+40

FR 170 87+90

FR 170 88+40

FR 170 89+43

FR 170 89+93

FR 170 90+43

FR 170 90+93

FR 170 91+43

FR 170 91+93

FR 170 92+63

FR 170 93+13

FR 170 93+63

FR 170 94+70

FR 170 95+20

FR 170 95+70

FR 170 96+20

FR 170 96+70

FR 170 97+77

FR 170 98+27

FR 170 98+77

FR 170 99+27

FR 170 99+97

FR 170 100+47

FR 170 100+97

Project Drawings Page 13 of 15

BROADBASE DIP TYPICAL

Project Drawings Page 14 of 15

BROADBASE DIP CONTINUED

ROAD # STATION #

ACTION

FR 437 A 13+14 Improve

FR 437 A 20+52 Improve

FR 437 A 23+55 Improve

FR 437 A 30+45 Improve

FR 437 A 32+42 Improve

FR 437 A 36+08 Install

FR 437 A 37+56 Improve

FR 437 A 39+15 Improve

FR 437 A 41+61 Improve

FR 437 A 45+00 Improve

FR 437 A 47+48 Improve

FR 437 A 53+75 Install

FR 437 A 54+81 Install

FR 437 A 56+33 Install

FR 437 A 60+00 Install

FR 437 A 60+96 Install

FR 437 A 61+86 Install

FR 437 A 62+74 Install

FR 437 A 65+75 Install

FR 437 A 66+78 Install

FR 437 A 70+15 Install

FR 437 A 72+44 Install

FR 437 A 73+00 Install

M 169 24+78 Install

M 169 25+28 Install

M 169 25+78 Install

M 169 26+28 Install

M 169 26+78 Install

M 169 27+28 Install

M 169 27+78 Install

Project Drawings Page 15 of 15

ARMORED OVERFLOW SPILLWAY TYPICAL

FR 437A 49+88

FR 437A 58+63

Road

S tr ea m

F lo w

Culvert

Outlet

Armored Overflow

Spillway road

Amoring

Flat Bottom

Width

<50% slope

Top of culvert

Natural channel Width

Spillway

Cross-Section

Existing road surface

Road Cut

Existing ditch

Elevation of top of culvert 3-10% slope

Road fill

Cross-section of road surface

Plan View

File details come from the government source that posted it. Updated Nov 14, 2017.