Temporary Roads. As necessary to attain stabilization of roadbed and fill slopes of Temporary Roads, Purchaser shall employ such measures as out- sloping, drainage dips, and water-spreading ditches. After a Temporary Road has served Purchaser’s pur- pose, Purchaser shall give notice to Forest Service and shall remove bridges and culverts, eliminate ditches, out- slope roadbed, remove ruts and berms, effectively block the road to normal vehicular traffic where feasible under existing terrain conditions, and build cross ditches and water bars, as staked or otherwise marked on the ground by Forest Service. When bridges and culverts are re- moved, associated fills shall also be removed to the ex- tent necessary to permit normal maximum flow of water.
Temporary Roads. As necessary to attain stabilization of roadbed and fill slopes of Temporary Roads, Contractor shall employ such measures as outsloping, drainage dips, and water-spreading ditches. After a Temporary Road has served Contractor’s purpose, Contractor shall give notice to Forest Service and shall remove bridges and culverts, eliminate ditches, outslope roadbed, remove ruts and berms, effectively block the road to normal vehicular traffic where feasible under existing terrain conditions, and build cross ditches and water bars, as staked or otherwise marked on the ground by Forest Service. When bridges and culverts are removed, associated fills shall also be removed to the extent necessary to permit normal maximum flow of water.
Temporary Roads. The Requesting Party shall obtain temporary easements for access roads which are necessary for construction, but not for future operation and maintenance of, the New Facilities. NMPC shall concur with respect to any temporary roads being acquired versus permanent roads. If any disagreements occur with respect to the type of road being needed, NMPC’s decision shall be final. In the event NMPC determines that permanent roads will not be required for operation and maintenance (including repair or replacement), easements for temporary roads shall not be assigned or otherwise transferred to NMPC by the Requesting Party.
Temporary Roads. As necessary to attain stabilization of roadbed and fill slopes of temporary roads, shall employ such measures as outsloping, drainage dips, and water-spreading ditches. After a temporary road has served ’s purpose, shall give notice to the Forest Service and shall remove bridges and culverts, eliminate ditches, outslope roadbed, remove ruts and berms, effectively block the road to normal vehicular traffic where feasible under existing terrain conditions, and build cross ditches and water bars, as staked or otherwise agreed to. When bridges and culverts are removed, associated fills shall also be removed to the extent necessary to permit normal maximum flow of water.
Temporary Roads. The location of temporary roads to be used for construction purposes will be negotiated with the Landowner. The temporary roads will be designed to not impede surface drainage and will be built to minimize soil erosion on or near the temporary roads.
Temporary Roads. 28 Detour roadways must comply with the requirements in Section 316 of the ADOT Roadway 29 Design Guidelines.
Temporary Roads. As necessary to attain stabilization of roadbed and fill slopes of Temporary Roads, Purchaser shall employ such measures as out-sloping, drainage dips, and water-spreading ditches. After a Temporary Road has served Purchaser’s purpose, Purchaser shall give notice to Seller and shall remove bridges and culverts, eliminate ditches, out-slope roadbed, and remove ruts and berms. Purchaser shall effectively block the road to normal vehicular traffic at the direction of the Seller where feasible under existing terrain conditions, and build cross ditches and water bars, as directed by the Seller. When bridges and culverts are removed, associated fills shall also be removed to the extent necessary to permit normal maximum flow of water.
Temporary Roads. The Company and the Landowner shall reach a mutually acceptable agreement on the location of any temporary roads on the respective Landowner’s property to be used for access to or along the ROW throughout the phases of the Project. Any temporary roads shall be designed by the Company so as not to affect surface drainage and shall be constructed to minimize soil erosion both on and because of the temporary roads. No fill shall be placed in a wetland or stream without prior approvals or permits from respective local, state, and/or federal agencies or entities. Upon completion of the Electric Line project, temporary roads may be left intact through mutual agreement of the Landowner and the Company, unless otherwise restricted by local, state, or federal regulations. If the temporary roads are to be removed, the ROW upon which the temporary roads are constructed will be returned to their previous use(s) and restored to equivalent condition(s) as existed prior to their construction. All temporary access roads that are removed shall be ripped to a depth consistent with Item No. 20.
Temporary Roads. 1 Design and construct all temporary roads including access, haul and detour roads, temporary parking areas, and drainage structures required for construction operations.
Temporary Roads. 32 DetourTemporary roadways must comply with the requirements in Section 316 of the ADOT 33 Roadway Design Guidelines. 34 440.3.2.13 Traffic Interchanges and Crossroads 35 Ramp-crossroad intersections must comply with the requirements in Section 403 and 36 Section 505 of the ADOT Roadway Design Guidelines and must meet the desirable criteria. 37 Median Urban Designs shall not be used. Ramp-crossroad intersections must not havebe stop 38 controlcontrolled with stop signs. 39 Full width improvements at undeveloped crossroads must extend 300 feet beyond the ramp 40 radius returns. Crossroad improvements must not encroach on GRIC ROW. 41 Developer shall provide the number of through lanes at all interchanges as shown in TP 42 Attachment 440-2. Sight distances at ramp-crossroad intersections must comply with the Arizona Department of Transportation - 140 - Request for Proposals South Mountain Freeway Project 202 MA 054 H882701C Addendum #45 (10-216-2015) Volume II – Technical Provisions 1 requirements in Section 408 of the ADOT Roadway Design Guidelines and permit for right turns 2 on red signals. 3 The maximum grade of crossroads within 400 feet of ramp termini is 3 percent.
