Lake Loop SOI - Copy.xlsx
XLSX spreadsheet 249 KB Posted
- Attached to
- Trail Hardening MUT, Lake Loop Section Federal contract opportunity
- Solicitation number
- 127EAV26R0010
About this file
This file is a Schedule of Items (SOI) for trail hardening work on the Lake Loop trail (Trail No. 833), detailing estimated quantities and unit pricing for construction activities spanning approximately 77 miles of trail work. The SOI includes line items across multiple work categories: Surface Blading (14.60 miles), Spot Surface Course Placement including hard stone and base materials (3,105 tons and 5.4 tons respectively), Select fill for culverts (157 cubic yards), Drainage Structures encompassing drain dips (493 each), furrow ditches (28,050 linear feet), and culvert installation for 96-inch diameter (22 linear feet) and 48-inch diameter (14 linear feet) aluminized pipes, Trail Mowing and Clearing at 6-foot right-of-way (27 acres), Seeding at culverts (0.25 acres), and Miscellaneous Structures including replacement of stop signs (10 each), FRP bridge decking (110 linear feet), and planked low water crossings (149 linear feet), plus trail closure and traffic control (5 each). The schedule does not provide unit prices or total amounts, indicating this is a preliminary estimate document.
The detailed work breakdown organized by station locations (beginning at 0+00 near the trailhead parking lot and ending at 77+95 at the junction with Boy Scout and Sandy trails) specifies construction requirements at each segment, including drainage dip construction and reconstruction, ballast placement depths (ranging from 2 inches to 6 inches), ditch work, and specialized installations such as bridge decking replacements and stream crossing structures. Estimated quantities by sheet section range from zero to 374 tons of ballast material, with seeding acres varying from 100 to 1,250 acres per section, reflecting the varying terrain and maintenance needs across the trail's length.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment 127EAV26R0010 P00001.pdf | ||
| Vicinity map.pdf | ||
| 127EAV26R0010 Trail Hardening MUT Lake Loop Section 3.16.pdf |
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Text version
SOI
SCHEDULE OF ITEMS
ACTIVITY DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT
1020 Surface Blading (Dozer) 14.60 Mi.
| 1040 | Spot Surface Course Placement | ||
| 3X5 Hard stone TCS #5 | 3105 | Ton | |
| 1-3/4" Super Flex base TCS 111 | 5.4 | Ton | |
| Ton | |||
| Ton | |||
| Ton | |||
| Select fill for culverts (Compacted in 8" lifts in place) | 157 | CY | |
| CY |
| 3010 | Drainage Structures | ||
| Drain Dips | 493 | Ea. | |
| Furrow Ditch | 28050 | L.F. | |
| Culvert (12GA aluminized) 96" dia | 22 | L.F. | |
| Culvert (12GA aluminized) 48" dia | 14 | L.F. |
4020 Trail Mowing and Clearing (16'RW) 27.00 Ac.
4050 Seeding (at culverts) 0.25 Ac.
| 6020 | Miscellaneous Structures | ||
| Remove Cattle Guard | 0 | Ea. | |
| Replace Stop Sign | 10 | Ea. | |
| Replace 16' Farm Gate | 0 | Ea. | |
| Replace16' Pipe Gate | 0 | Ea. | |
| 3"x12"x6' FRP bridge decking | 110 | L.F. | |
| Planked LWC Concrete | 149 | L.F. |
7070 Trail Closure / traffic control 5 EA
TOTAL
TR 833
| DESCRIPTION OF WORK | MUT, Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES |
50 17+76 LA Construct Dip
17+24 Clean out HPDE culvert
17+03 JCT CL FSR233C
| 16+69 | 13 | End ballast, clean out |
| HPDE culvert |
| 50 | 15+53 | LA | 4" | Construct drainage dip |
| Begin 4" ballast. |
50 15+00 Ditch left
50 14+60 LA Reconstruct drainage dip
13+57 RA 50 Reconstruct drainage dip
50 12+37 Ditch left
50 11+20 D Ditch left
50 10+38 LA Reconstruct drainage dip
9+70 14 End 4" ballast
| 50 | 8+45 | LA | 4" | Reconstruct Dip, Begin 4" |
| ballast |
50 7+93 Ditch left, JCT Zebra trail
50 7+30 LB Construct rolling drain dip
6+80 10 End ballast
6+55 JCT powerline RW
50 5+91 LA 4" Begin 3x5 ballast
50 3+15 Ditch Left
50 2+06 LA Construct rolling drain dip
50 1+05 LA Reconstruct drain dip
| 5' | 0+00 | 6' | 5' | Begin at trail head parking |
| lot sign "Lake Loop Trail | ||||
| NO.814". Begin mowing | ||||
| Begin brushing Left and | ||||
| Right 5' |
| 700 | 11 | 50 | Estimated Quantities | 37 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 750 | Estimated Seeding Acres | TR 833 | 1 | 31 |
TR 833 (2)
| DESCRIPTION OF WORK | MUT, Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES |
39+46 4" Begin ballast
38+50 RB 50 Construct drainage dip
37+81 50 Ditch right
37+50 RA 50 Reconstruct drainage dip
36+99 RA 50 Construct drainage dip
36+13 RA 50 Reconstruct drainage dip
34+19 RB 50 Reconstruct drainage dip
33+48 50 Ditch right
33+09 33 End ballast
32+79 RA 50 Construct drainage dip
30+14 4" Begin ballast
29+49 RA 50 Reconstruct drainage dip
28+47 RA 50 Construct drainage dip
27+49 CL Trail bridge 12
50 25+98 LA Reconstruct drainage dip
50 25+45 LA Construct drainage dip
24+51 8 End ballast
50 24+36 LA Reconstruct drainage dip
23+80 4" Begin ballast
50 23+19 Ditch left
50 22+20 LA Construct Drainage dip
50 21+16 LA Construct Drainage dip
20+55 17 End ballast
50 19+46 Ditch left
5' 19+00 6' 5' 4" Begin ballast
| 350 | 13 | 500 | Estimated Quantities | 58 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 850 | Estimated Seeding Acres | TR 833 | 2 | 31 |
TR 833 (3)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES |
56+35 RA 50 Reconstruct drainage dip
55+43 RA 50 Reconstruct drainage dip
54+63 RA 50 Construct drainage dip
54+51 6 End ballast
53+94 4" Begin ballast
53+32 50 Ditch right
52+60 RB 50 Construct drainage dip
51+20 50 Ditch right
50+88 9 End ballast
| 50+05 | RB | 50 | 4" | Reconstruct drainage dip |
| Begin 4" ballast |
49+44 RB 50 Construct drainage dip
48+56 Powerline RW
50 47+95 LB Reconstruct drainage dip
50 47+24 LB Construct drainage dip
50 46+57 LB Reconstruct drainage dip
46+24 32 End ballast
50 45+99 LB Reconstruct drainage dip
50 44+81 LB Reconstruct drainage dip
44+25 1 End planked LWC
44+15 CL LWC
44+04 2" Begin planked LWC
| 50 | 43+37 | LB | 4" | Reconstruct drainage dip |
| Begin ballast |
41+21 RB 50 Construct drainage dip
5' 40+92 6' 5' 16 End ballast
| 300 | 13 | 450 | Estimated Quantities | 63 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 750 | Estimated Seeding Acres | TR 833 | 3 | 31 |
TR 833 (4)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES | |
| 78+15 | 50 | Ditch right |
50 77+36 LA Construct drainage dip
50 76+74 LA Construct drainage dip
50 75+72 LA Reconstruct drainage dip
73+60 50 Ditch right
72+65 RB 50 Construct drainage dip
71+55 RB 50 Construct drainage dip
70+89 50 Ditch right
69+77 RB 50 Construct drainage dip
69+21 50 Ditch right
68+54 RA 50 Construct drainage dip
67+57 RB 50 Reconstruct drainage dip
66+75 RB 50 Reconstruct drainage dip
65+47 63 End ballast
| 64+75 | RB | 50 | End grading, Reconstruct |
| drainage dip. |
63+64 RB 50 Construct drainage dip
63+03 RB 50 Reconstruct drainage dip
62+32 RB 50 Reconstruct drainage dip
61+99 RB 50 Construct drainage dip
| 61+33 | RB | 50 | Begin grading. Construct |
| drainage dip |
| 59+82 | 50 | 4" | Ditch right and begin |
| ballast |
59+21 RA 50 Construct drainage dip
58+43 CL TB 11 X-ing
5' 57+08 6' RA 50 5' Construct drainage dip
| 150 | 17 | 950 | Estimated Quantities | 63 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 1100 | Estimated Seeding Acres | TR 833 | 4 | 31 |
TR 833 (5)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES | |
| 97+00 | RB | 50 | Construct drainage dip |
96+53 18 End ballast
| 95+45 | RA | 50 | 6" | Reconstruct drainage dip |
| Begin ballast |
94+71 RA 50 Reconstruct drainage dip
94+25 RA 50 Construct drainage dip
50 93+51 LA Reconstruct drainage dip
92+11 RA 50 Reconstruct drainage dip
90+71 11 End ballast
90+60 RA 50 Reconstruct drainage dip
89+89 RA 50 Reconstruct drainage dip
89+69 4" Begin ballast
89+20 50 Ditch right
88+23 RA 50 Reconstruct drainage dip
50 87+07 LA Reconstruct drainage dip
86+36 7 End ballast
86+29 RA 50 Reconstruct drainage dip
85+71 4" Begin ballast
| 84+22 | RB | 50 | 19 | Construct drainage dip |
| End ballast |
| 82+55 | RB | 50 | 4" | Construct drainage dip. |
| Begin ballast |
81+95 RB 50 Construct drainage dip
81+35 RB 50 Construct drainage dip
79+97 RB 50 Construct drainage dip
79+00 RB 50 Construct drainage dip
5' 78+58 6' 5' Ditch Right
| 100 | 17 | 800 | Estimated Quantities | 55 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 900 | Estimated Seeding Acres | TR 833 | 5 | 31 |
TR 833 (6)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES |
132+60 RB 50 Construct drainage dip
128+86 13 End ballast
| 50 | 127+68 | 50 | 4" | Reconstruct drainage dip |
| begin ballast |
50 126+01 LB Construct drainage dip
122+64 50 Ditch right
50 120+65 LB Reconstruct drainage dip
50 119+83 LB Construct drainage dip
117+66 RB 50 Reconstruct drainage dip
116+1 RB 50 Reconstruct drainage dip
113+82 RB 50 Reconstruct drainage dip
111+25 11 End ballast
110+25 4" Begin ballast
108+33 RB 50 Reconstruct drainage dip
107+13 RB 50 Reconstruct drainage dip
106+13 RB 50 Reconstruct drainage dip
50 103+72 LB Reconstruct drainage dip
103+33 9 End ballast
103+23 RB 50 Construct drainage dip
| Reconstruct drainage dip | ||||
| 102+52 | RB | 50 | 4" | Begin ballast |
101+59 RB 50 Reconstruct drainage dip
100+88 RB 50 Reconstruct drainage dip
100+32 RB 50 Reconstruct drainage dip
99+45 RB 50 Reconstruct drainage dip
5' 98+55 6' RB 50 5' Construct drainage dip
| 250 | 18 | 800 | Estimated Quantities | 33 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 1050 | Estimated Seeding Acres | TR 833 | 6 | 31 |
TR 833 (7)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES |
50 16743+ LA Reconstruct drainage dip
16737+ 4" Begin ballast
50 16693+ LA Reconstruct drainage dip
50 16345+ LA Reconstruct drainage dip
16107+ 14 End ballast
16098+ RA 50 Reconstruct drainage dip
16024+ RA 50 Construct drainage dip
15979+ 4" Begin ballast
15612+ 14 End ballast
15484+ 4" Begin ballast
15430+ 50 Ditch right
15385+ RA 50 Reconstruct drainage dip
15320+ RA 50 Reconstruct drainage dip
15176+ 50 Ditch right
15021+ 50 Ditch right
14841+ RB 50 Reconstruct drainage dip
14771+ 50 Ditch right
14629+ RA 50 Construct drainage dip
14466+ RA 50 Construct drainage dip
14110+ RB 50 Construct drainage dip
13991+ RA 50 Reconstruct drainage dip
13767+ 13 End ballast
50 13757+ LA Reconstruct drainage dip
13650+ 4" Begin ballast
5' 13568+ 6' 5' JCT CL FSR 233C
| 200 | 13 | 650 | Estimated Quantities | 41 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 850 | Estimated Seeding Acres | TR 833 | 7 | 31 |
TR 833 (8)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES |
19274+ RB 50 Reconstruct drainage dip
19250+ 4" Begin ballast
18904+ CL trail bridge 9
18700+ RA 50 Construct drainage dip
18648+ RA 50 Reconstruct drainage dip
18507+ RB 50 Construct drainage dip
18352+ 0.4 6 End planked LWC
18344+ 2" Begin planked LWC
18300+ 4" Begin ballast
18223+ RB 50 Reconstruct drainage dip
18129+ 5 End ballast
18080+ 4" Begin ballast
17979+ CL Trail bridge 10
17922+ RA 50 Reconstruct drainage dip
50 17852+ LA Construct drainage dip
| 50 | 17783+ | LA | 32 | Construct drainage dip |
| End ballast |
17494+ 4" Begin ballast
50 17484+ LA Reconstruct drainage dip
50 17420+ Ditch left
50 17265+ Ditch left
50 17165+ LB Reconstruct drainage dip
50 17086+ LB Reconstruct drainage dip
| 50 | 17060+ | LB | 36 | Reconstruct drainage dip |
| End ballast |
5' 16885+ 6' RB 50 5' Reconstruct drainage dip
| 400 | 13 | 350 | Estimated Quantities | 78 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 750 | Estimated Seeding Acres | TR 833 | 8 | 31 |
TR 833 (9)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES |
22331+ 25 End ballast
22321+ RB 50 Construct drainage dip
22253+ RB 50 Reconstruct drainage dip
22105+ 4" Begin ballast
| 22070+ | 9 | End ballast at edge of road |
| FM 1374 |
21991+ 4" Begin ballast
21922+ 9 End ballast
21843+ 4" Begin 4" ballast
21534+ RB 50 Reconstruct drainage dip
21455+ RB 50 Construct drainage dip
| 50 | 21080+ | LB | 19 | Construct drainage dip |
| End ballast |
50 21009+ LB Reconstruct drainage dip
| 50 | 20906+ | LA | 4" | Construct drainage dip |
| Begin ballast |
50 20795+ LA Reconstruct drainage dip
50 206+98 LA Construct drainage dip
50 201+13 LA Reconstruct drainage dip
20036+ LB 50 Construct drainage dip
19958+ RB 50 Construct drainage dip
19688+ RB 50 Construct drainage dip
19542+ 32 End ballast
19506+ RB 50 Reconstruct drainage dip
19396+ RB 50 Reconstruct drainage dip
5' 19341+ 6' RB 50 5' Reconstruct drainage dip
| 300 | 16 | 500 | Estimated Quantities | 94 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 800 | Estimated Seeding Acres | TR 833 | 9 | 31 |
TR 833 (10)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES |
50 26550+ LB Reconstruct drainage dip
25640+ 4" Begin ballast
50 26409+ LB Construct drainage dip
26116+ RB 50 Construct drainage dip
25922+ 22 End ballast
50 25909+ LB Construct drainage dip
50 25854+ LB Reconstruct drainage dip
50 25729+ LB Reconstruct drainage dip
25718+ 4" Begin ballast
50 25653+ LB Reconstruct drainage dip
25529+ CL creek @ Bridge site
25414+ 13 End ballast at pavers
25300+ 4" Begin ballast
50 24920+ LA Construct drainage dip
50 24622+ Ditch left
24500+ 8 End ballast
50 24490+ LB Construct drainage dip
| 50 | 24425+ | LA | 4" | Reconstruct drainage dip |
| Begin ballast |
23964+ CL trail bridge 8
23954+ 44 End ballast
23550+ 4" Begin ballast
50 23347+ LA Construct drainage dip
| 23214+ | RB | 50 | 77 | Construct drainage dip |
| End ballast |
5' 22517+ 6' 5' 4" Begin ballast
| 550 | 12 | 100 | Estimated Quantities | 164 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 650 | Estimated Seeding Acres | TR 833 | 10 | 31 |
TR 833 (11)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES |
50 30456+ LB Reconstruct drainage dip
50 30374+ LB Construct drainage dip
30270+ 7 End ballast
30210+ 4" Begin ballast
50 30119+ Ditch left
50 29931+ LA Construct drainage dip
50 29704+ Ditch left
50 29437+ LA Construct drainage dip
29368+ RA 50 Construct drainage dip
50 29166+ LB Reconstruct drainage dip
28991+ 43 End ballast
28597+ 6" Begin ballast
28409+ 18 End ballast
28394+ RB 50 Reconstruct drainage dip
28248+ 4" Begin ballast
28082+ 10 End ballast
28062+ RA 50 Reconstruct drainage dip
27990+ 4" Begin ballast
27731+ RA 50 Construct drainage dip
27466+ RB 50 Reconstruct drainage dip
27418+ RB 50 Reconstruct drainage dip
27339+ RB 50 Construct drainage dip
27243+ RB 50 Reconstruct drainage dip
27106+ RB 50 Construct drainage dip
5' 26743+ 6' 5' 121 End ballast
| 350 | 14 | 450 | Estimated Quantities | 199 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 800 | Estimated Seeding Acres | TR 833 | 11 | 31 |
TR 833 (12)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES |
32814+ 4" Begin ballast
50 32735+ LA Reconstruct drainage dip
| 32524+ | Cleanout 18" HPDE pipe |
| at carsonite marker |
32510+ JCT CL FSR 234
32500+ 175 End ballast
32436+ RB 50 Construct drainage dip
32350+ 50 Ditch right
32262+ RB 50 Reconstruct drainage dip
32198+ RB 50 Construct drainage dip
32085+ RB 50 Construct drainage dip
31972+ RB 50 Construct drainage dip
31892+ RB 50 Reconstruct drainage dip
31845+ RB 50 Reconstruct drainage dip
31775+ RB 50 Construct drainage dip
31709+ RB 50 Reconstruct drainage dip
50 31636+ LB Reconstruct drainage dip
50 31493+ LB Reconstruct drainage dip
50 31393+ LB Reconstruct drainage dip
30906+ 4" Begin ballast
| 30829+ | CL trail bridge 7 replace |
| 40 3"x12"x6' deck boards |
50 30735+ LA Construct drainage dip
50 30647+ LA Construct drainage dip
50 30615+ LA Reconstruct drainage dip
5' 50 30566+ 6' LA 5' Construct drainage dip
| 400 | 17 | 500 | Estimated Quantities | 175 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 900 | Estimated Seeding Acres | TR 833 | 12 | 31 |
TR 833 (13)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES |
35798+ RA 50 Reconstruct drainage dip
35708+ RA 50 Construct drainage dip
35500+ 4" Begin ballast
35333+ 24 End ballast
35323+ RB 50 Reconstruct drainage dip
35119+ 4" Begin ballast
34953+ RB 50 Reconstruct drainage dip
34882+ RB 50 Reconstruct drainage dip
50 34597+ LB Reconstruct drainage dip
50 34495+ LB Reconstruct drainage dip
34418+ JCT CL FSR 234B
50 34219+ LB Reconstruct drainage dip
50 34150+ LB Reconstruct drainage dip
50 34040+ LB Reconstruct drainage dip
50 33800+ LB Reconstruct drainage dip
50 33732+ LA Reconstruct drainage dip
50 33620+ LB Reconstruct drainage dip
50 33583+ Ditch left
50 33496+ LA Reconstruct drainage dip
50 33422+ LA Reconstruct drainage dip
50 33303+ LB Construct drainage dip
50 33223+ Ditch left
50 33088+ LA Construct drainage dip
32938+ 14 End ballast
5' 50 32925+ 6' LA 5' Reconstruct drainage dip
| 750 | 18 | 250 | Estimated Quantities | 37 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 1000 | Estimated Seeding Acres | TR 833 | 13 | 31 |
TR 833 (14)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES |
40165+ RB 50 Construct drainage dip
40125+ RB 50 Reconstruct drainage dip
40095+ RB 50 Construct drainage dip
40056+ RB 50 Construct drainage dip
40003+ 4" Begin ballast
39952+ 8 End ballast
39897+ RB 50 Reconstruct drainage dip
39883+ 4" Begin ballast
38279+ 12 End ballast
38169+ 4" Begin ballast
38094+ RA 50 Construct drainage dip
37970+ RA 50 Construct drainage dip
37867+ RA 50 Construct drainage dip
50 37608+ LA Construct drainage dip
37210+ 50 Ditch right
37168+ 44 End ballast
50 37147+ LA Construct drainage dip
36770+ 4" Begin ballast
36711+ RA 50 Construct drainage dip
36642+ 12 End ballast
36530+ 4" Begin ballast
36414+ 5 End ballast
36373+ 4" Begin ballast
36321+ JCT CL FSR 234B
5' 36291+ 6' 5' 87 End ballast
| 100 | 11 | 500 | Estimated Quantities | 167 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 600 | Estimated Seeding Acres | TR 833 | 14 | 31 |
TR 833 (15)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES | |
| 42252+ | 15 | End ballast |
50 42163+ LA Reconstruct drainage dip
42116+ 4" Begin ballast
50 41990+ LA Construct drainage dip
41807+ RA 50 Reconstruct drainage dip
41640+ RB 50 Reconstruct drainage dip
50 41555+ Construct drainage dip
50 41502+ LB 50 Reconstruct drainage dip
41375+ RB 50 Construct drainage dip
41345+ 7 End ballast
41283+ 4" Begin ballast
41249+ RB 50 Construct drainage dip
41191+ RB 50 Construct drainage dip
50 41133+ LB Construct drainage dip
50 41087+ LB Construct drainage dip
50 41032+ LB Construct drainage dip
50 40966+ LB Construct drainage dip
50 40926+ LB Reconstruct drainage dip
50 40872+ LB Reconstruct drainage dip
40666+ RB 50 Reconstruct drainage dip
40556+ CL missing Trail bridge 6
40450+ 19 End ballast
50 40325+ LA Construct drainage dip
| 40278+ | RA | 50 | 4" | Reconstruct drainage dip |
| Begin ballast |
5' 40177+ 6' 5' 19 End ballast
| 550 | 17 | 400 | Estimated Quantities | 60 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 950 | Estimated Seeding Acres | TR 833 | 15 | 31 |
TR 833 (16)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES | |
| 50 | 44231+ | LA | Construct drainage dip |
50 44123+ LA Construct drainage dip
50 43975+ LB Construct drainage dip
50 43898+ LB Construct drainage dip
43817+ RB 50 Reconstruct drainage dip
43754+ 21 End ballast
43727+ RB 50 Reconstruct drainage dip
43635+ RB 50 Reconstruct drainage dip
| 43561+ | RB | 50 | 4" | Reconstruct drainage dip |
| Begin ballast |
43520+ RB 50 Construct drainage dip
43457+ RB 50 Reconstruct drainage dip
43333+ RB 50 Construct drainage dip
43277+ RB 50 Construct drainage dip
43231+ 10 End ballast
43142+ 4" Begin ballast
43085+ RA 50 Reconstruct drainage dip
42947+ 50 Construct drainage dip
42877+ 7 End ballast
42816+ 4" Begin ballast
42776+ RA 50 Construct drainage dip
42627+ 8 End ballast
42556+ 4" Begin ballast
42443+ 10 End ballast
42351+ 4" Begin ballast
5' 42288+ 6' 5' CL trail bridge 5
| 200 | 14 | 550 | Estimated Quantities | 56 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 750 | Estimated Seeding Acres | TR 833 | 16 | 31 |
TR 833 (17)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES |
46950+ 50 Ditch right
50 46872+ LB Construct drainage dip
46630+ RB 50 Construct drainage dip
46538+ RB 50 Construct drainage dip
46486+ RB 50 Construct drainage dip
50 46433+ LB Construct drainage dip
46352+ RB 50 Construct drainage dip
50 46280+ LB Construct drainage dip
46206+ 15 4"
46114+ 6" Begin ballast at bridge
| 45994+ | CL trail bridge 3 replace |
| 40-3"x12"x6' deck planks |
45974+ 78 End ballast at bridge
45505+ 6" Begin ballast
45422+ RA 50 Reconstruct drainage dip
45389+ 14 End ballast
45313+ RA 50 Reconstruct drainage dip
| 45260+ | RA | 50 | Construct drainage dip | |
| 4" | Begin ballast |
45156+ RB 50 Reconstruct drainage dip
45035+ RB 50 Reconstruct drainage dip
44803+ CL trail bridge 3
44630+ RA 50 Construct drainage dip
44523+ RA 50 Construct drainage dip
44449+ RA 50 Construct drainage dip
5' 44339+ 6' RA 50 5' Construct drainage dip
| 150 | 16 | 700 | Estimated Quantities | 108 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 850 | Estimated Seeding Acres | TR 833 | 17 | 31 |
TR 833 (18)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES |
50 49244+ LB Construct drainage dip
50 49153+ Ditch left
50 49116+ LA Reconstruct drainage dip
48940+ RB 50 Reconstruct drainage dip
48895+ RB 50 Construct drainage dip
48816+ 50 Ditch right
48696+ RA 50 Construct drainage dip
48522+ 50 Ditch right
48460+ RA 50 Reconstruct drainage dip
48336+ RB 50 Construct drainage dip
48270+ RB 50 Reconstruct drainage dip
48224+ RB 50 Reconstruct drainage dip
50 48165+ LB Construct drainage dip
50 48109+ LB Reconstruct drainage dip
50 48019+ LB Construct drainage dip
47838+ RB 50 Reconstruct drainage dip
47797+ RB 50 Reconstruct drainage dip
50 47720+ LB Construct drainage dip
50 47655+ LB Construct drainage dip
47445+ RB 50 Construct drainage dip
50 47331+ LB Construct drainage dip
50 47202+ LA Reconstruct drainage dip
50 47100+ LB Construct drainage dip
47051+ RB 50 Construct drainage dip
5' 47009+ 6' 50 5' Ditch right
| 550 | 21 | 700 | Estimated Quantities | 0 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 1250 | Estimated Seeding Acres | TR 833 | 18 | 31 |
TR 833 (19)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES |
50 51363+ LB Construct drainage dip
50 51293+ LB Reconstruct drainage dip
50 51227+ LB Construct drainage dip
50 51178+ LB Construct drainage dip
50 51044+ Ditch left
50 50984+ LA Construct drainage dip
50 50903+ LB Construct drainage dip
50 50850+ LB Construct drainage dip
50 50780+ Ditch left
50 50693+ LA Construct drainage dip
50 50624+ LA Construct drainage dip
50536+ RA 50 Construct drainage dip
50380+ RB 50 Construct drainage dip
50325+ RB 50 Construct drainage dip
50266+ RB 50 Construct drainage dip
50180+ RB 50 Construct drainage dip
50077+ RB 50 Construct drainage dip
50022+ RB 50 Construct drainage dip
49950+ RA 50 Construct drainage dip
49883+ RA 50 Construct drainage dip
49606+ 374 End ballast
50 49512+ LB Construct drainage dip
50 48463+ LB Construct drainage dip
50 49390+ LB Construct drainage dip
5' 50 49350+ 6' LB 5' Construct drainage dip
| 750 | 22 | 450 | Estimated Quantities | 374 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 1200 | Estimated Seeding Acres | TR 833 | 19 | 31 |
TR 833 (20)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES | |
| 50 | 53096+ | LB | Reconstruct drainage dip |
50 52997+ LB Construct drainage dip
52919+ 26 End ballast
50 52898+ LB Construct drainage dip
| 52761+ | 4" | JCT Gas RW begin |
| ballast |
50 52682+ LA Reconstruct drainage dip
52602+ 50 Ditch right
52536+ 25 End ballast
52519+ RA 50 Reconstruct drainage dip
52393+ RA 50 Construct drainage dip
| 50 | 52309+ | LA | 4" | Reconstruct drainage dip |
| Begin ballast |
50 52186+ LA Reconstruct drainage dip
52160+ Cleanout 18" CMP
52146+ JCT CL FSR 238
52133+ Cleanout 18" CMP
50 52074+ LA Reconstruct drainage dip
50 51988+ LA Reconstruct drainage dip
50 51885+ LA Reconstruct drainage dip
50 51797+ LA Construct drainage dip
51709+ 39 End ballast
50 51692+ LB Construct drainage dip
50 51609+ LB Construct drainage dip
| 50 | 51477+ | LB | 4" | Construct drainage dip |
| Begin ballast |
5' 50 51436+ 6' LB 5' Construct drainage dip
| 700 | 16 | 150 | Estimated Quantities | 90 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 850 | Estimated Seeding Acres | TR 833 | 20 | 31 |
TR 833 (21)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES | |
| 54975+ | 1.2 | End planked LWC |
54953+ 2" Begin planked LWC
54830+ RA 50 Reconstruct drainage dip
54791+ RA 50 Reconstruct drainage dip
54680+ RB 50 Construct drainage dip
54585+ RA 50 Reconstruct drainage dip
54475+ RB 50 Reconstruct drainage dip
54399+ RB 50 Construct drainage dip
54321+ 50 Ditch right
54258+ RA 50 Construct drainage dip
50 54142+ LA Reconstruct drainage dip
50 54063+ LA Construct drainage dip
50 53983+ Ditch left
50 53899+ Ditch left
50 53866+ Ditch left
50 53840+ LA Construct drainage dip
50 53762+ LA Construct drainage dip
50 53678+ Ditch left
50 53587+ LA Reconstruct drainage dip
50 53510+ LA Construct drainage dip
53444+ 16 End ballast
53420+ RA 50 Reconstruct drainage dip
53384+ RA 50 Reconstruct drainage dip
| 50 | 53298+ | LA | 4" | Reconstruct drainage dip |
| Begin ballast |
5' 53238+ 6' RA 50 5' Reconstruct drainage dip
| 550 | 17 | 550 | Estimated Quantities | 16 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 1100 | Estimated Seeding Acres | TR 833 | 21 | 31 |
TR 833 (22)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES |
56850+ RA 50 Reconstruct drainage dip
56793+ RA 50 Reconstruct drainage dip
50 56767+ LA Construct drainage dip
56625+ RB 50 Construct drainage dip
56478+ RB 50 Reconstruct drainage dip
56354+ RB 50 Construct drainage dip
56286+ RB 50 Construct drainage dip
56185+ RA 50 Construct drainage dip
50 56094+ LA Construct drainage dip
55898+ RB 50 Reconstruct drainage dip
50 55821+ LB Construct drainage dip
50 55651+ LB Reconstruct drainage dip
55627+ 27 End ballast
50 55611+ LB Construct drainage dip
50 55534+ LB Construct drainage dip
50 55455+ LB Reconstruct drainage dip
50 55419+ LB Reconstruct drainage dip
55380+ 4" Begin ballast
50 55343+ LB Reconstruct drainage dip
50 55272+ LB Reconstruct drainage dip
55167+ 21 End ballast
50 55157+ LB Reconstruct drainage dip
55072+ RB 50 Construct drainage dip
55005+ RB 50 Reconstruct drainage dip
5' 54975+ 6' 5' 4" Begin ballast
| 550 | 21 | 500 | Estimated Quantities | 48 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 1050 | Estimated Seeding Acres | TR 833 | 22 | 31 |
TR 833 (23)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES |
59604+ RB 50 Construct drainage dip
50 59473+ LB Construct drainage dip
59377+ RB 50 Construct drainage dip
59206+ 50 Ditch right
58980+ RA 50 Construct drainage dip
58873+ 50 Ditch right
58742+ 4" Begin ballast
58654+ RA 50 Construct drainage dip
58544+ RB 50 Construct drainage dip
58470+ 13 End ballast
58460+ RA 50 Construct drainage dip
58350+ 4" Begin ballast
58303+ RB 50 Construct drainage dip
58231+ RB 50 Construct drainage dip
58152+ 10 End ballast
58057+ 4" Begin ballast
57976+ RB 50 Reconstruct drainage dip
57889+ RA 50 Reconstruct drainage dip
57828+ RB 50 Construct drainage dip
57728+ RB 50 Reconstruct drainage dip
57515+ RB 50 Construct drainage dip
57419+ RB 50 Reconstruct drainage dip
57345+ RB 50 Reconstruct drainage dip
57293+ 35 End ballast
| 5' | 56976+ | 6' | 50 | 5' | 4" | Ditch right. Begin |
| ballast |
| 50 | 16 | 900 | Estimated Quantities | 59 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 950 | Estimated Seeding Acres | TR 833 | 23 | 31 |
TR 833 (24)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES | |
| 62114+ | RB | 50 | Construct drainage dip |
50 62038+ LB Construct drainage dip
50 61918+ LB Construct drainage dip
50 61822+ Ditch left
50 61759+ LA Reconstruct drainage dip
50 61670+ LA Reconstruct drainage dip
61581+ JCT CL FSR 238
61551+ 109 End ballast
50 61231+ LB Construct drainage dip
50 61142+ LB Construct drainage dip
50 61051+ LB Reconstruct drainage dip
50 60949+ LB Reconstruct drainage dip
60845+ RB 50 Reconstruct drainage dip
60727+ RB 50 Construct drainage dip
60648+ RA 50 Reconstruct drainage dip
| 60560+ | RA | 50 | 4" | Reconstruct drainage dip |
| Begin ballast |
60477+ RA 50 Construct drainage dip
60370+ 50 Ditch right
60163+ 50 Ditch right
60124+ RB 50 Construct drainage dip
60043+ 50 Ditch right
59970+ 50 Ditch right
59780+ RB 50 Construct drainage dip
59712+ RB 50 Reconstruct drainage dip
5' 59672+ 6' 5' 102 End ballast
| 450 | 17 | 650 | Estimated Quantities | 211 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 1100 | Estimated Seeding Acres | TR 833 | 24 | 31 |
TR 833 (25)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES |
64601+ RA 50 Reconstruct drainage dip
64568+ RA 50 Reconstruct drainage dip
64334+ RB 50 Construct drainage dip
64291+ RB 50 Reconstruct drainage dip
64183+ 4" Begin ballast
64137+ RA 50 Reconstruct drainage dip
63955+ RA 50 Construct drainage dip
63902+ 88 End ballast
63879+ RA 50 Construct drainage dip
63728+ RB 50 Reconstruct drainage dip
63661+ RB 50 Reconstruct drainage dip
63640+ End planked LWC
63605+ Begin planked LWC
63553+ RA Reconstruct drainage dip
50 63331+ Ditch left
50 63286+ LA Construct drainage dip
63100+ 4" Begin ballast
50 63028+ Ditch left
50 62917+ LA Construct drainage dip
50 62790+ LA Construct drainage dip
62593+ RB 50 Construct drainage dip
62516+ 50 Ditch right
62436+ RA 50 Construct drainage dip
62303+ RB 50 Reconstruct drainage dip
5' 62214+ 6' RB 50 5' Construct drainage dip
| 250 | 17 | 700 | Estimated Quantities | 88 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 950 | Estimated Seeding Acres | TR 833 | 25 | 31 |
TR 833 (26)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES |
67057+ RB 50 Reconstruct drainage dip
66870+ RB 50 Reconstruct drainage dip
66486+ CL Trail bridge 1
| 65936+ | CL Trail bridge 2. Replace |
| 30 - 3"x12"x6' decking |
50 65862+ LA Reconstruct drainage dip
65830+ 4" Begin ballast
50 65704+ LB Construct drainage dip
50 65621+ Construct drainage dip
50 65571+ LB Construct drainage dip
50 65518+ Ditch left
65443+ LA Reconstruct drainage dip
50 65416+ LA Construct drainage dip
50 65335+ LA Construct drainage dip
50 65292+ LA Reconstruct drainage dip
50 65213+ LA Construct drainage dip
50 65096+ LB Reconstruct drainage dip
65016+ RB 50 Construct drainage dip
64920+ 81 End ballast
64910+ RB 50 Construct drainage dip
50 64841+ LB Reconstruct drainage dip
50 64793+ LB Construct drainage dip
50 64723+ LB Construct drainage dip
64681+ 1.4 End planked LWC
5' 64655+ 6' 5' Begin planked LWC
| 650 | 16 | 200 | Estimated Quantities | 81 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 850 | Estimated Seeding Acres | TR 833 | 26 | 31 |
TR 833 (27)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES | |
| 69231+ | 31 | End ballast |
50 69110+ LA Reconstruct drainage dip
50 68967+ LB Reconstruct drainage dip
68946+ 4" Begin ballast
50 68880+ LB Construct drainage dip
50 68802+ LB Construct drainage dip
50 68720+ Ditch left
50 68663+ LB Construct drainage dip
50 68575+ LB Construct drainage dip
50 68490+ Ditch left
50 68438+ LB Construct drainage dip
50 68245+ LB Construct drainage dip
68185+ 259 End ballast
68141+ RB 50 Reconstruct drainage dip
68045+ RB 50 Reconstruct drainage dip
50 67988+ LB Reconstruct drainage dip
| 67840+ | 130 | Install 96" diameter X 22' |
| 12 GA aluminum CMP |
50 67790+ LB Construct drainage dip
50 67727+ LB Construct drainage dip
50 67615+ LB Construct drainage dip
50 67513+ LB Construct drainage dip
50 67442+ LB Reconstruct drainage dip
50 67349+ LB Reconstruct drainage dip
50 67213+ LB Construct drainage dip
5' 50 67112+ 6' LB 5' Construct drainage dip
| 950 | 19 | 100 | Estimated Quantities | 290 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 1050 | Estimated Seeding Acres | TR 833 | 27 | 31 |
TR 833 (28)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES | |
| 50 | 70963+ | Ditch left |
70931+ 28 End ballast
50 70908+ LA Construct drainage dip
70855+ End planked LWC
70818+ Begin planked LWC
50 70766+ LA Reconstruct drainage dip
70675+ 4" Begin ballast
50 70604+ LB Reconstruct drainage dip
50 70545+ LB Reconstruct drainage dip
50 70478+ LA Construct drainage dip
50 70276+ LB Construct drainage dip
50 70206+ LB Construct drainage dip
70162+ 22 End ballast
50 70146+ LB Reconstruct drainage dip
| 70077+ | 27 | Install 48" dia X 14' 12 GA |
| Aluminum CMP |
69960+ 4" Begin ballast
50 69921+ LB Construct drainage dip
50 69771+ LB Construct drainage dip
50 69723+ LB Construct drainage dip
50 69677+ LB Construct drainage dip
50 69598+ Ditch left
50 69520+ LA Construct drainage dip
50 69445+ LB Construct drainage dip
50 69330+ Ditch left
5' 50 69267+ 6' 5' Ditch left
| 900 | 14 | 0 | Estimated Quantities | 50 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 900 | Estimated Seeding Acres | TR 833 | 28 | 31 |
TR 833 (29)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES |
74427+ RB 50 Construct drainage dip
74330+ RB 50 Reconstruct drainage dip
74250+ RB 50 Construct drainage dip
74166+ RB 50 Construct drainage dip
74063+ CL FM 1375
73815+ RB 50 Reconstruct drainage dip
73750+ RB 50 Reconstruct drainage dip
50 73705+ LB Construct drainage dip
73651+ RB 50 Reconstruct drainage dip
73512+ 172 End ballast
73414+ RB 50 Reconstruct drainage dip
50 73200+ LB Construct drainage dip
50 72891+ LB Construct drainage dip
50 72675+ LB Construct drainage dip
50 72604+ LB Construct drainage dip
50 72513+ LB Reconstruct drainage dip
50 72332+ LB Construct drainage dip
72238+ 2 Fill hole
50 72201+ Ditch left
| 50 | 71950+ | LA | 4" | Reconstruct drainage dip |
| Begin ballast |
71741+ 72 End ballast
50 71490+ LB Construct drainage dip
50 71171+ LB Construct drainage dip
| 5' | 50 | 71086+ | 6' | LB | 5' | 4" | Reconstruct drainage dip |
| Begin ballast |
| 600 | 19 | 400 | Estimated Quantities | 246 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 1000 | Estimated Seeding Acres | TR 833 | 29 | 31 |
TR 833 (30)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES |
50 76468+ LA Construct drainage dip
76372+ RB 50 Construct drainage dip
76300+ RB 50 Construct drainage dip
50 76201+ LB Construct drainage dip
50 76157+ LB Reconstruct drainage dip
50 76100+ LB Construct drainage dip
76053+ 46 End ballast
50 76040+ LB Construct drainage dip
50 75877+ LB Construct drainage dip
50 75744+ LA Reconstruct drainage dip
50 75651+ Ditch left
75635+ 4" Begin ballast
50 75602+ LB Construct drainage dip
50 75463+ LB Construct drainage dip
50 75274+ LB Construct drainage dip
50 75204+ LB Construct drainage dip
50 75111+ LB Construct drainage dip
50 75033+ LB Construct drainage dip
74942+ RB 50 Reconstruct drainage dip
74854+ RB 50 Reconstruct drainage dip
74814+ RB 50 Reconstruct drainage dip
74716+ RB 50 Reconstruct drainage dip
74652+ 17 End ballast
74633+ 50 Ditch right
| 5' | 74501+ | 6' | RA | 50 | 5' | 4" | Construct drainage dip |
| Begin ballast |
| 700 | 20 | 400 | Estimated Quantities | 63 | Ton | Trail NO. | Sheet No. | No. of Sheets |
| 1100 | Estimated Seeding Acres | TR 833 | 30 | 31 |
TR 833 (31)
| DESCRIPTION OF WORK | MUT Lake Loop | ||||
| S&F = Seed and Fertilize | TW = Travelway | ||||
| FD=Furrow Ditch (Linear Feet) | 6' = Travelway | ||||
| C= Clearing (and Grubbing of Subgrade) | New trail - See Typical ____ | ||||
| (Measured from Centerline - on New Trail) | Existing trail - See Typical ____ | ||||
| (Measured from Edge of Existing Trail ) | Dip - L, R, I = Drain Dip - Left, Right, Intercepting | ||||
| A, B = Ahead, Back | |||||
| CA GR: R, P, OR = Crushed Aggregate Grade: R, P, or OR | |||||
| WG = Washed Gravel |
| LEFT | ROAD BED | RIGHT | |||||||||||||||||
| S | S | S U R F A C I N G | |||||||||||||||||
| & | FD | TW | FD | & | CA GR: R | CA GR: ABC | CA GR:OR | WG | BORROW | ||||||||||
| F | C | LT | STATION | DIP | RT | C | F | Ton | In | Ton | In | Ton | In | CY | In | CY | In | NOTES |
| 77095+ | EOP at JCT with Boy |
| Scout and Sandy trails |
77022+ RA 50 Reconstruct drainage dip
50 76986+ LA Construct drainage dip
50 76902+ LA Construct drainage dip
50 76808+ LA Construct drainage dip
50…
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