Construction_Log.pdf
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- Attached to
- Highwood-Hoover Trails Phase II Federal contract opportunity
- Solicitation number
- AG-03K0-S-09-0023
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Construction Log
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Experience_Questionnaire.doc | DOC document | |
| Survey_Log.pdf | ||
| SF24_Bid_Bond.pdf | ||
| Special_Project_Spec.pdf | ||
| AG-03K0-S-09-0023 Highwood OHV Grant Trails and Hoover Complex Phase II Trails.pdf | ||
| J-1HighwoodHooverDrawings.pdf |
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CONSTRUCTION LOG/DRAWINGS
Windy Mountain Trail No. 454
Stations. 0+00 to 23+62 – New construction.
Stas. 5+74 to 7+01 – Construct switchback, approximately 16 cubic yards of excavation. Trailbed width for switchbacks is 4’, transitioned back to normal trailbed width of 2’ at each end. Switchbacks will be construction staked by Forest Service. Stations given are transition points back to 2’ trailbed width.
Summary of Windy Mountain Trail:
2362 linear feet or 0.45 miles.
Rolling Dips, average spacing of 200 feet, expect to construct approximately 10 rolling dips this trail. The actual location for rolling dips will be staked by the Engineer.
Kirby Creek Trail No.426
Stations 0+00 to 13+60 – New construction.
Stas. 8+47 to 9+45 – Construct Switchback, approximately 10 cubic yards of excavation.
Summary of Kirby Creek Trail:
1360 linear feet or 0.26 miles.
Approximately 7 rolling dips this trail.
Hoover Ridge Trail No.736
Stas. 40+67 to 59+29 – New construction.
Stas. 54+78 to 55+71 – Construct Switchback, approximately 17 cubic yards of excavation.
Sta. 59+29 – Tie into existing Hoover Ridge Trail. Obliterate 790 linear feet of abandoned on the right.
Summary of Hoover Ridge Trail:
1862 linear feet or 0.35 miles.
Approximately 7 rolling dips this trail.
790 linear feet of abandoned trail to be obliterated.
North Fork Hoover/Oti Park Trail No. 732
Stas. 0+00 to 75+84 – New construction.
Sta. 37+36 – Cross old trail to be abandoned. Obliterate 1508 linear feet of trail on the left (upslope) and obliterate 2070 linear feet of trail on the right (downslope).
Sta. 52+83 – Wet drainage crossing; stabilize with rock from nearby hillside.
Sta. 53+06 – Wet drainage crossing; stabilize with rock from nearby hillside.
Stas. 75+84 to 100+17 – Reconstruction of existing trail with incidental re-routing of short sections.
The term “reconstruction” is used for descriptive purposes only. All trail excavation and embankment will be measured and paid for under Section 912 except for material included under other pay items Shown In The Schedule Of Items.
Stas. 77+70 to 77+90 – Wet trailbed; stabilize with rock from nearby.
Sta. 87+05 – Spring in trail; stabilize with rock fill approx. 8’ long by 2’ deep.
Sta. 88+22 – Remove large rocks on stream approach and flatten approach.
Sta. 88+44 – Remove large rocks on stream approach and flatten approach.
Sta. 94+11 – Remove large rock on approach to stream ford.
Sta. 97+77 – Spring crossing; need rock fill approx. 10’ long by 2’ deep by 4’ wide. Rock source on right side.
Summary of North Fk. Hoover/Oti Park Trail:
New construction 7584 linear feet or 1.44 miles.
Reconstruction (New Construction for payment purposes) 2433 linear feet or 0.46 miles.
1.90 miles of construction this trail.
Approximately 40 rolling dips this trail.
3578 linear feet of abandoned trail to be obliterated.
Pioneer Ridge Trail No. 734
Stas. 0+00 to 21+98 – New construction.
Sta. 21+98 – Joining existing trail on the right. Obliterate 2281 lin. ft. of trail on the right (northerly) to be abandoned.
Stas. 21+98 to 26+28 – Reconstruction (on existing trail). (430 lin. ft.)
Stas. 26+28 to 57+50 – New construction. (3122 lin.ft.)
Stas. 35+26 to 36+33 – Construct Switchback, approx. 20 cubic yards of excavation.
Sta. 44+55 – Cross existing trail to be abandoned. Obliterate 963 lin. ft. of trail on the right (downslope) and obliterate 513 lin. ft. of trail on the left (upslope).
Stas. 52+05 to 53+15 – Construct Switchback, approx. 19 cubic yards of excavation.
Stas. 57+50 to 85+79 – Reconstruction of existing trail, 2829 linear feet, with incidental re-routing of short sections. See Drawing No. 912-2 for Exception to Trailbed Finish this section of trail.
Stas. 57+50 to 57+90 – Stay left; abandon right.
Sta. 60+95 – Large rock; remove from trail.
Stas. 61+85 to 62+30 – Take left fork; construct 3’ wide trailbed; break large rocks on right.
Stas. 64+40 to 65+10 – Transition section (at Sta. 64+75 trail should be 15’ right).
Summary of Pioneer Ridge Trail:
New construction 5320 linear feet or 1.01 miles.
Reconstruction (New Construction for payment purposes) 3259 linear feet or 0.62 miles.
1.63 miles of construction this trail.
Approx. 35 rolling dips this trail.
3757 linear feet of trail to be obliterated.
File details come from the government source that posted it. Updated .