J3 - Project Drawings.pdf
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- Solicitation number
- AG-4419-S-10-0476
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J3 Project Drawings
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| File | Type | Posted |
|---|---|---|
| Amendment1.pdf | ||
| J2 - General Notes.doc | DOC document | |
| J5 - Vicinity Map.pdf | ||
| SF1442 Contractor to complete and return.rtf | RTF text file | |
| J4 - Road Log.doc | DOC document | |
| J7 - FR1797 Map.pdf | ||
| J10 - M174 M151 WR15 WR11 WR12 Map.pdf | ||
| J11 - DB Wage Determination.doc | DOC document | |
| sf24 bid bond form.pdf | ||
| AG-4419-S-10-0476.rtf | RTF text file | |
| J1 - Project Details.pdf | ||
| J8 - M154 Map.pdf | ||
| J9 - M176 Map.pdf |
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Project Drawings
FR1797 Road Decommission for Watershed Restoration (Upper Williams North)
CIM-0921-9R-984-0921-01
Project Drawings Page 1 of 7
OUTSLOPE TYPICAL
(not to scale)
ROAD # TREATMENT START END LENGTH
FR1797 No Excavation 0+00 1+30 130
FR1797 15% Outslope 1+30 42+46 4116
FR1797 Full Recontour 42+46 99+21 5675
FR1797 15% Outslope 99+21 110+62 1141
FR1797
10% Outslope, no decompaction 110+62 205+52 9490
FR1797 39+24A 15% Outslope 0+00 40+00 4000
FR1797 61+85A 15% Outslope 0+00 5+85 585
FR1797 90+87A 15% Outslope 0+00 1+35 135
FR1797 132+71A 15% Outslope 0+00 19+20 1920
FR1797 132+71C 15% Outslope 0+00 1+38 138
M-176 15% Outslope 0+00 3+96 396
M-176 Decompact 3+96 5+19 123
M-176 15% Outslope 5+19 37+75 3256
M-176 Full Recontour 37+75 38+45 70
M-176 15% Outslope 38+45 76+57 3812
M-176 Full Recontour 76+57 76+97 40
M-176 3+30A 15% Outslope 0+00 2+40 240
M-176 15+25A 15% Outslope 10+00 14+70 470
M-176 18+42A 15% Outslope 0+10 7+25 715 M-176 22+00A 15% Outslope 0+00 7+83 783
M-176 22+00B 15% Outslope 0+00 13+35 1335
WR-15 15% Outslope 0+00 12+10 1210
M-151 15% Outslope 0+00 10+84 1084
M-151 Decompact 10+84 11+42 58
Seeding and Mulching
Decompaction
15% Outslope
Existing Roadbed
Existing
Cut Slope
Existing Fill Slope
Project Drawings Page 2 of 7
OUTSLOPE (CONTINUED)
ROAD # TREATMENT START END LENGTH
M-151 Outsloping 11+42 25+70 1428 M-174 15% Outslope 10+00 24+06 1406
M-174 22+76A 15% Outslope 0+00 1+98 198
WR-11 15%Outslope 0+12 26+00 2588
WR-11 Decompact 26+00 27+00 100
WR-11 15% Outslope 27+00 67+50 4050
WR-11 Full Recontour 67+50 68+90 140
WR-12 15% Outslope 0+00 4+80 480
M-154 15% Outslope 0+62 49+45 4883
Project Drawings Page 3 of 7
CHANNEL RESTORATION SITES TYPICAL
ROAD # START END
APPROX.
FLAT
BOTTOM
WIDTH (ft)
APPROX.
CHANNEL
DEPTH
(ft)
APPROX.
FLOODPLAIN
WIDTH (ft)
FR1797 39+24A 26+60 26+80 7 2 20
FR 1797 132+71A 7+27 8+64 5 1.5 14
M-176 3+62 3+96 18 2 36
M-176 13+30 13+57 10 2 27
M-176 13+74 14+09 12 1 24
M-176 14+28 14+51 12 1.5 23
M-176 24+85 25+16 11 1.5 31
M-176 25+66 25+88 10 1 22
M-176 26+06 26+35 17 2 29
M-176 59+35 59+76 12 2 41
M-176 60+21 60+36 6 1 15
M-176 60+50 60+76 11 1 26
M-176 76+32 76+57 12 2 25
WR-11 7+39 7+65 12 0.5 26
WR-11 9+25 9+59 12 0.5 34
WR-11 16+04 16+35 16 2 29
Flat bottom
Width
Floodplain Width
Channel Depth
20’ Mandatory
Straw Mulch
CROSS-SECTIONAL VIEW
Gradient
Existing Road Surface
LONGITUDINAL VIEW
Project Drawings Page 4 of 7
CHANNEL RESTORATION SITES (CONTINUED)
ROAD # START END
APPROX.
FLAT
BOTTOM
WIDTH (ft)
APPROX.
CHANNEL
DEPTH
(ft)
APPROX.
FLOODPLAIN
WIDTH (ft)
WR-11 23+63 23+90 10 1 27
WR-11 46+05 46+33 10 2 28
Project Drawings Page 5 of 7
STREAM CROSSINGS TYPICAL
ROAD # START
FLAT BOTTOM WIDTH
(ft)
FR1797 1+03 25
FR1797 4+35 5
FR1797 4+67 5
FR1797 6+73 20
FR1797 9+08 5
FR1797 17+84 5
FR1797 40+00 5
FR1797 41+16 5
FR1797 46+57 5
FR1797 54+00 5
FR1797 54+38 5
FR1797 55+52 5
FR1797 56+75 5
FR1797 88+95 8
FR1797 92+00 10
FR1797 92+20 8
FR1797 92+49 8
FR1797 93+42 10
FR1797 94+94 8
FR1797 95+21 8
FR1797 95+76 10
FR1797 96+00 10
FR1797 99+22 8
FR1797 110+54 8
FR1797 135+57 6
Channel
Width
Width
Existing
Grade
Natural slope
Natural slope
20’ Mandatory
Straw Mulch
20’ Mandatory
Straw Mulch
Flat Bottom Width
Project Drawings Page 6 of 7
STREAM CROSSINGS (CONTINUED)
ROAD # START
FLAT BOTTOM
WIDTH (ft)
FR1797 142+68 12
FR1797 144+90 20
FR1797 146+10 10
FR1797 146+41 5
FR1797 147+80 5
FR1797 149+09 5
FR1797 150+37 10
FR1797 156+00 8
FR1797 166+83 5
FR1797 39+24A 8+25 8
FR1797 39+24A 9+36 6
FR1797 39+24A 10+08 6
FR1797 39+24A 22+32 10
FR1797 39+24A 23+62 6
FR1797 39+24A 25+54 6
FR1797 39+24A 25+85 6
FR1797 39+24A 26+92 5
FR1797 39+24A 27+49 3
FR1797 39+24A 32+68 5
FR1797 39+24A 34+00 10
FR1797 90+87A 0+11 5
FR1797 132+71A 1+69 6
FR1797 132+71A 4+60 4
FR1797 132+71A 6+30 6
FR1797 132+71A 6+90 6
FR1797 132+71A 14+93 5
FR1797 132+71C 0+88 5
M-176 1+66 5
M-176 8+90 4
M-176 14+09 5
M-176 39+43 4
M-176 42+22 48
M-176 53+60 50
M-176 59+82 3
M-176 61+31 4
M-176 68+70 4
M-176 68+94 4
M-176 75+41 5
M-176 75+63 59
Project Drawings Page 7 of 7
STREAM CROSSINGS (CONTINUED)
ROAD # START
FLAT BOTTOM
WIDTH (ft)
M-176 18+42A 0+06 4
M-176 18+42A 0+60 10
M-176 18+42A 1+72 4
M-176 22+00A 4+18 6
M-151 1+01 3
M-151 1+21 7
M-151 2+07 6
M-151 9+58 8
M-151 10+38 9
M-151 23+39 7
M-151 25+60 4
M-174 10+23 6
M-174 11+33 9
M-174 11+60 6
M-174 13+50 6
M-174 14+99 11
M-174 19+37 5
M-174 19+53 4
WR-11 0+00 8
WR-11 1+68 5
WR-11 35+80 4
WR-11 44+98 4
WR-11 45+51 10
WR-12 1+60 5
WR-12 2+99 5
M-154 5+42 10
M-154 5+90 5
M-154 7+61 5
M-154 17+69 15
M-154 18+22 5
M-154 21+72 5
M-154 22+07 10
M-154 22+52 5
M-154 27+36 5
M-154 30+91 5
M-154 31+20 10
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