_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

be ripped to 8 inches.
29+150 Remove culvert. Build a low water crossing as
per 23+020 specifications.
29+150 to 30+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.
30+130 Divert stream from a point 75 feet above
culvert to 75 feet below culvert using 48 inch pipe to convey flow.
construct a 15 feet wide road parallel to stream upstream for 50
feet. Road will be sloped outward to shed water, and graveled with
3/4 inch rock. Build a 15 feet wide low water crossing in stream
channel about 50 feet above current culvert location. Utilize
nearby rock to armor crossing. Construct road segment from low
water crossing 80 feet to intersect pre-existing road. New road
will be 15 feet wide and graveled with 3/4 inch rock. Remove
culvert and associated fill. Excavate stream channel from 10 feet
below low water crossing to a point 50 below existing culvert to
achieve a uniform stream gradient. Channel width will match width
above and below culvert. Armor channel with rock no less than 12
inches in diameter, obtained in area. Armor will extend the length
of the excavated channel. Remove stream diversion from channel
after excavation is complete.
30+185 Remove culvert. fill excavation, sloping
gradient of road toward station 30+130.
30+130 to 31+010 Rip road to 8 inch depth.
31+010 to 33+000 GENERAL Cut and remove 189 cubic __yards of
material from this area as grading of the road into an outward
draining bench commences. Material can also be obtained from
outside edge of roadway. Transport material to station 48+050 for
backfilling
33+000 to 34+050 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.
34+050 Construct a dozer depression (cut out trench)
perpendicular to the road surface. Cut out will be 20 feet wide
at crest and four feet deep at center. Excavated material will be
placed and compacted on down-slope outside edge of trench.
34+050 to 36+100 Construct cut out trenches every 100 feet as
per 34+050 specifications.
34+050 to 35+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