_GENERAL DOCUMENTS - C1981017 ‎(191)‎

• Permit No: C1981017
• IBM Index Class Name: GENERAL DOCUMENTS
• Doc Name: Bid Documents ‎(IMP)‎ Legal Notice
• Media Type: D
• Archive: No

44+125 to 47+000 Grade road surface to drain to outside edge of
road uniformly. Excess graded material is to be pushed against
inside of cut-slope at no steeper than 3h:ly. Graded bench is to
be ripped to 8 inches.
47+000 to 48+000 Grade road surface to drain to outside edge of
road uniformly. Excess graded material is to be pushed against
inside of cut-slope at no steeper than 3h: ly. Graded bench is to
be ripped to 8 inches.
48+000 to 48+130 Grade road surface to drain to outside edge of
road uniformly. Excess graded material is to be pushed against
inside of cut-slope at no steeper than 3h:ly. Graded bench is to
be ripped to 8 inches.
48+130 Remove culvert, construct low-water crossing as
per 23+020 specifications
48+130 to 48+180 Grade road surface to drain to outside edge of
road uniformly. Excess graded material is to be pushed against
inside of cut-slope at no steeper than 3h:ly. Graded bench is to
be ripped to 8 inches.
48+180 Construct low water crossing. Dimensions of
the crossing will be per cut out trench specifications, see 34+050.
Place minimum of 6 inch diameter riprap in base of the crossing,
and along side for 12 vertical inches.
48+180 to 49+100 Grade road surface to drain to outside edge of
road uniformly. Excess graded material is to be pushed against
inside of cut-slope at no steeper than 3h:ly. Graded bench is to
be ripped to 8 inches.
49+100 to 50+150 Excavate 6 vertical feet from outside of road
and backfill against inslope. Grade remaining bench -to direct
drainage over new cut-slope. Rip remaining bench and cut-slope
area to 8 inches. See 0+00 for specifications.
50+150 to 51+175 Grade road surface to drain to outside edge of
road uniformly. Excess graded material is to be pushed against
inside of cut-slope at no steeper than 3h:1v. Graded bench is to
be ripped to 8 inches.
51+175 Remove culvert and fill from creek. Construct
low water crossing as per 23+020 specifications.
51+175 to 54+000 Grade road surface to drain to outside edge of
road uniformly. Excess graded material is to be pushed against
inside of cut-slope at no steeper than 3h: ly. Graded bench is to
be ripped to 8 inches.
54+000 Remove culvert and construct low water crossing
as per 23+020 specifications.