Road Stations Additional Requirements. All All Clean culverts, clean ditches, grade road shape and compact as directed by the Contract Administrator. FS-2902 0+00 – 128+00 Apply post haul rock per Clause 6-72. SUBSECTION POST-HAUL LANDING MAINTENANCE 9-10 LANDING DRAINAGE Purchaser shall provide for drainage of the landing surface as approved in writing by the Contract Administrator.
Road Stations Additional Requirements. All (to include D-2000) All Clean culverts, clean ditches, grade road shape and compact as directed by the Contract Administrator SUBSECTION POST-HAUL LANDING MAINTENANCE 0-00 XXXXXXX XXXXXXXX Xx all roads, Purchaser shall provide for drainage of the landing surface as approved in writing by the Contract Administrator.
Road Stations Additional Requirements. All All Clean culverts, clean ditches, grade road shape and compact as directed by the Contract Administrator D-5500 0+00 – 178+00 Apply post haul rock as per Clause 6-72. D-3000 0+00 – 29+00 Apply post haul rock as per Clause 6-72. SUBSECTION POST-HAUL LANDING MAINTENANCE 9-10 LANDING DRAINAGE On all roads, Purchaser shall provide for drainage of the landing surface as approved in writing by the Contract Administrator. DRAFT
Road Stations Additional Requirements. All All Clean culverts, clean ditches, grade and shape road as directed by the Contract Administrator. Construct waterbars as directed by the Contract Administrator. Apply post haul rock as per Clause 6-72. SUBSECTION POST-HAUL LANDING MAINTENANCE 0-00 XXXXXXX XXXXXXXX Xx all roads, Purchaser shall provide for drainage of the landing surface as approved in writing by the Contract Administrator.
Road Stations Additional Requirements. All All Clean culverts, clean ditches, grade road shape and compact as directed by the Contract Administrator. PA-J-1000 0+00 – 102+50 Apply post haul rock per Clause 6-72. PA-J-1100 0+00 – 1+25 PA-J-1200 0+00 – 65+00 PA-J-1200 0+00 – 77+85 PA-I-3000 0+00 – 110+30 SUBSECTION POST-HAUL LANDING MAINTENANCE 9-10 LANDING DRAINAGE Purchaser shall provide for drainage of the landing surface as approved in writing by the Contract Administrator.
Road Stations Additional Requirements. H-1510 N All Clean culverts, clean ditches, grade road shape and compact as directed by the Contract Administrator
Road Stations Additional Requirements. All All Clean culverts, clean ditches, grade road shape and compact as directed by the Contract Administrator. Apply post haul rock as per Clause 6-72. Kostly Creek Pit Road 0+00 – 7+00 Clean culverts, clean ditches, grade road shape and compact as directed by the Contract Administrator. SUBSECTION POST-HAUL LANDING MAINTENANCE 0-00 XXXXXXX XXXXXXXX Xx all roads, Purchaser shall provide for drainage of the landing surface as approved in writing by the Contract Administrator.
Road Stations Additional Requirements. All All Clean culverts, clean ditches, grade road shape and compact as directed by the Contract Administrator. XXXXXXX CREEK RD All Apply post haul rock per Clause 6-72. PT-Q-500 FRENCHMAN’S POINT RD FRENCHMAN’S POINT BYPASS RD 9-10 LANDING DRAINAGE Purchaser shall provide for drainage of the landing surface. 9-11 LANDING EMBANKMENT Purchaser shall slope landing embankments to the original construction specifications. SECTION 10 MATERIALS SUBSECTION CULVERTS 10-15 CORRUGATED STEEL CULVERT Metallic coated steel culverts must meet AASHTO M-36 (ASTM A-760) specifications. Culverts must be galvanized (zinc coated meeting AASHTO M-218).
Road Stations Additional Requirements. All (to include D- 300S/Three Rivers Pit Road and G-3000) All Clean culverts, clean ditches, grade road shape and compact as directed by the Contract Administrator
Road Stations Additional Requirements. All All Clean culverts, clean ditches, grade road shape and compact as directed by the Contract Administrator. PT-T-2100 0+00 to 72+45 Apply post haul rock per Clause 6-72. PT-T-2130 0+00 to 19+50 Apply post haul rock per Clause 6-72 PT-T-2131 0+00 to 5+90 Apply post haul rock per Clause 6-72 SUBSECTION POST-HAUL LANDING MAINTENANCE 9-10 LANDING DRAINAGE Purchaser shall provide for drainage of the landing surface as approved in writing by the Contract Administrator.
