SURFACE ROADS. If overwintered, native surface roads must be waterbarred by November 1. Purchaser shall construct waterbars according to the attached DRIVABLE WATERBAR DETAIL at a maximum spacing that will produce a vertical distance of no more than 10 feet between waterbars or between natural drainage paths, and with a maximum spacing of 300 feet. SECTION 6 – ROCK AND SURFACING SUBSECTION ROCK SOURCE
SURFACE ROADS. If overwintered, native surface roads must be water barred by November 15. Purchaser shall construct water bars according to the attached NON-DRIVABLE WATERBAR DETAIL at a maximum spacing that will produce a vertical distance of no more than 10 feet between water bars or between natural drainage paths, and with a maximum spacing of 300 feet.
SURFACE ROADS. If overwintered, native surface roads must be waterbarred by November 1. Purchaser shall construct waterbars according to the attached DRIVABLE WATERBAR DETAIL at a maximum spacing that will produce a vertical distance of no more than 10 feet between waterbars or between natural drainage paths, and with a maximum spacing of 300 feet. SUBSECTION DUST ABATEMENT 6-80 WATERING FOR DUST ABATEMENT Purchaser shall use water for dust abatement on the following roads as directed by the Xxxxxxxx Xxxxxxxxxxxxx. Xxxx Xxxxxxxx X0000 0+00 to 3+20 K4100 0+00 to 73+76 SECTION 9 – POST-HAUL ROAD WORK SUBSECTION POST-HAUL MAINTENANCE 9-5 POST-HAUL MAINTENANCE Purchaser shall perform post-haul maintenance in accordance with the FOREST ACCESS ROAD MAINTENANCE SPECIFICATIONS. Road Stations Additional Requirements K1000A 0+00 to 1+60 Grade, shape and provide drainage K1000A2 0+00 to 30+00 Grade, shape and provide drainage K4100 0+00 to 73+76 Grade, shape and provide drainage K4120 0+00 to 5+00 Grade, shape and provide drainage K4130 0+00 to 8+90 Grade, shape and provide drainage K4135 0+00 to 16+05 Grade, shape and provide drainage K4138 0+00 to 6+25 Grade, shape and provide drainage ROADWORK TYPICAL SECTION SHEET NOTE: GRUBBING LIMITS FOR RECONSTRUCTION ARE 1’ BEYOND EDGE OF ROAD OR BACK OF DITCH. CLEARING LIMITS POSTED WITH RIGHT OF WAY TAGS AND YELLOW FLAGGING. IF NOT POSTED, SEE RIGHT‐OF‐WAY SPECIFICATION SHEET. ROAD CONSTRUCTION/ RECONSTRUCTION/ PRE-HAUL FROM STATION TO STATION TOL. CLASS SUBGRADE WIDTH S CROWN INCHES @ CENTERLINE OUTSLOPE INCHES IN 00 XXXX XXXX XXXXX R DITCH WIDTH DEPTH W D GRUBBING LIMITS G1 G2 CLEARING LIMITS C1 C2 K1000A2 Reconstruction 0+00 30+00 C 12’ 4” 12’ NA NA See Note See Note K4100 Pre-haul Maintenance 0+00 13+75 4” 12’ NA NA NA NA K4120 Reconstruction 0+00 5+00 C 12” 4” 12’ NA NA See Note See Note K4130 Reconstruction 0+00 8+90 C 12’ 4” 12’ NA NA See Note See Note K4138 Reconstruction 0+00 6+25 C 12’ 4” 12’ NA NA See Note See Note Q Glenwater Timber Sale Page 00 xx 00 Xxxxxxxx Xx. 00‐000000
SURFACE ROADS. If overwintered, native surface roads must be waterbarred by November 1. Purchaser shall construct waterbars according to the attached DRIVABLE WATERBAR DETAIL at a maximum spacing that will produce a vertical distance of no more than 10 feet between waterbars or between natural drainage paths, and with a maximum spacing of 300 feet. SECTION 6 – ROCK AND SURFACING SUBSECTION ROCK SOURCE 6-2 ROCK SOURCE ON STATE LAND Rock used in accordance with the quantities on the ROCK LIST may be obtained from the following source(s) on state land at no charge to the Purchaser. Purchaser shall obtain written approval from the Contract Administrator for the use of material from any other source. If other operators are using, or desire to use the rock source(s), a joint operating plan must be developed. All parties shall follow this plan. Purchaser shall notify the Contract Administrator a minimum of 3 calendar days before starting any operations in the listed locations. Source Location Rock Type Xxxxxx Pass Quarry SE ¼ SW ¼ of Sec. 30 T18N, R04W 4 Inch In-Place, Select Pit Run, Quarry Spalls.
