Common use of SWITCHBACK STANDARDS Clause in Contracts

SWITCHBACK STANDARDS. A switchback is defined as a curved segment of road between a beginning and end of the same curve, where the change of traffic travel direction is greater than 90 degrees. Purchaser shall follow these standards for switchbacks:  Maximum adverse grades for switchbacks is 10%.  Maximum favorable grades for switchbacks is 12%.  Maximum transition grades entering and leaving switchbacks is a 5% grade change.  Transition grades required to meet switchback grade limitations must be constructed on the tangents preceding and departing from the switchbacks.

SWITCHBACK STANDARDS. A switchback is defined as a curved segment of road between a beginning and end of the same curve, where the change of traffic travel direction is greater than 90 degrees. Purchaser shall follow these standards for switchbacks:  ▪ Maximum adverse grades for switchbacks is 10%.  ▪ Maximum favorable grades for switchbacks is 12%.  ▪ Maximum transition grades entering and leaving switchbacks is a 5% grade change.  ▪ Transition grades required to meet switchback grade limitations must be constructed on the tangents preceding and departing from the switchbacks.

SWITCHBACK STANDARDS. A switchback is defined as a curved segment of road between a beginning and end of the same curve, where the change of traffic travel direction is greater than 90 degrees. Purchaser shall follow these The following standards for switchbacksswitchbacks shall be followed:  Maximum adverse • Adverse grades for on switchbacks is shall not exceed 10%.  Maximum favorable • Favorable grades for through switchbacks is shall not exceed 12%.  Maximum transition • Transition grades entering and leaving switchbacks is shall not exceed a 5% grade change.  • Transition grades required to meet switchback grade limitations must shall be constructed on the tangents preceding and departing from the switchbacks.

SWITCHBACK STANDARDS. A switchback is defined as a curved segment of road between a beginning and end of the same curve, where the change of traffic travel direction is greater than 90 degrees. Purchaser shall follow these standards for switchbacks:  Maximum adverse grades for switchbacks is 10%% of the curve radius.  Maximum favorable grades for switchbacks is 12%.  Maximum transition grades entering and leaving switchbacks is a 5% grade change.  Transition grades required to meet switchback grade limitations must be constructed on the tangents preceding and departing from the switchbacks.

SWITCHBACK STANDARDS. A switchback is defined as a curved segment of road between a beginning and end of the same curve, where the change of traffic travel direction is greater than 90 degrees. Purchaser shall follow these standards for switchbacks:  Maximum adverse grades for switchbacks is 10%% of the curve radius.  Maximum favorable grades for switchbacks is 1210%.  Maximum transition grades entering and leaving switchbacks is a 5% grade change.  Transition grades required to meet switchback grade limitations must be constructed on the tangents preceding and departing from the switchbacks.

SWITCHBACK STANDARDS. A switchback is defined as a curved segment of road between a beginning and end of the same curve, where the change of traffic travel direction is greater than 90 degrees. Purchaser shall follow these standards for switchbacks:  Maximum adverse grades for switchbacks is 10%. %  Maximum favorable grades for switchbacks is 12%.  Maximum transition grades entering and leaving switchbacks is a 5% grade change.  Transition grades required to meet switchback grade limitations must be constructed on the tangents preceding and departing from the switchbacks.

SWITCHBACK STANDARDS. A switchback is defined as a curved segment of road between a beginning and end of the same curve, where the change of traffic travel direction is greater than 90 degrees. Purchaser shall follow these standards for switchbacks:  Maximum adverse grades for switchbacks is 1012%.  Maximum favorable grades for switchbacks is 1214%.  Maximum transition grades entering and leaving switchbacks is a 5% grade change.  Transition grades required to meet switchback grade limitations must be constructed on the tangents preceding and departing from the switchbacks.

SWITCHBACK STANDARDS. A switchback is defined as a curved segment of road between a beginning and end of the same curve, where the change of traffic travel direction is greater than 90 degrees. Purchaser shall follow these standards for switchbacks:  ▪ Maximum adverse grades for switchbacks is 10%% of the curve radius.  ▪ Maximum favorable grades for switchbacks is 12%.  ▪ Maximum transition grades entering and leaving switchbacks is a 5% grade change.  ▪ Transition grades required to meet switchback grade limitations must be constructed on the tangents preceding and departing from the switchbacks.

SWITCHBACK STANDARDS. A switchback is defined as a curved segment of road between a beginning and end of the same curve, where the change of traffic travel direction is greater than 90 degrees. Purchaser shall follow these standards for switchbacks:  ▪ Maximum adverse grades for switchbacks is 10%.  % ▪ Maximum favorable grades for switchbacks is 12%.  ▪ Maximum transition grades entering and leaving switchbacks is a 5% grade change.  ▪ Transition grades required to meet switchback grade limitations must be constructed on the tangents preceding and departing from the switchbacks.

SWITCHBACK STANDARDS. A switchback is defined as a curved segment of road between a beginning and end of the same curve, where the change of traffic travel direction is greater than 90 degrees. Purchaser shall follow these standards for switchbacks:  Maximum adverse grades for switchbacks is 10%% of the curve radius.  Maximum favorable grades for switchbacks is 1210%.  Maximum transition grades entering and leaving switchbacks is a 5% grade change.  Transition grades required to meet switchback grade limitations must be constructed on the tangents preceding and departing from the switchbacks.

SWITCHBACK STANDARDS. A switchback is defined as a curved segment of road between a beginning and end of the same curve, where the change of traffic travel direction is greater than 90 degrees. Purchaser shall follow these The following standards for switchbacksswitchbacks shall be followed:  Maximum adverse  Adverse grades for on switchbacks is shall not exceed 10%.  Maximum favorable  Favorable grades for through switchbacks is shall not exceed 12%.  Maximum transition  Transition grades entering and leaving switchbacks is shall not exceed a 5% grade change.   Transition grades required to meet switchback grade limitations must shall be constructed on the tangents preceding and departing from the switchbacks.

SWITCHBACK STANDARDS. A switchback is defined as a curved segment of road between a beginning and end of the same curve, where the change of traffic travel direction is greater than 90 degrees. Purchaser shall follow these The following standards for switchbacksswitchbacks shall be followed:  Maximum adverse Adverse grades for on switchbacks is shall not exceed 10%.  Maximum favorable Favorable grades for through switchbacks is shall not exceed 12%.  Maximum transition Transition grades entering and leaving switchbacks is shall not exceed a 5% grade change.  Transition grades required to meet switchback grade limitations must shall be constructed on the tangents preceding and departing from the switchbacks.

SWITCHBACK STANDARDS. A switchback is defined as a curved segment of road between a beginning and end of the same curve, where the change of traffic travel direction is greater than 90 degrees. Purchaser shall follow these standards for switchbacks:  ▪ Maximum adverse favorable grades for switchbacks is 10%.  Maximum favorable grades for switchbacks is 12%.  ▪ Maximum transition grades entering and leaving switchbacks is a 5% grade change.  ▪ Transition grades required to meet switchback grade limitations must be constructed on the tangents preceding and departing from the switchbacks.

SWITCHBACK STANDARDS. A switchback is defined as a curved segment of road between a beginning and end of the same curve, where the change of traffic travel direction is greater than 90 degrees. Purchaser shall follow these standards for switchbacks:  ▪ Maximum adverse grades for switchbacks is 10%% of the curve radius.  ▪ Maximum favorable grades for switchbacks is 1210%.  ▪ Maximum transition grades entering and leaving switchbacks is a 5% grade change.  ▪ Transition grades required to meet switchback grade limitations must be constructed on the tangents preceding and departing from the switchbacks.

SWITCHBACK STANDARDS. A switchback is defined as a curved segment of road between a beginning and end of the same curve, where the change of traffic travel direction is greater than 90 degrees. Purchaser shall follow these standards for switchbacks:  ▪ Maximum adverse grades for switchbacks is 10%.  Maximum favorable grades for switchbacks is 12%.  ▪ Maximum transition grades entering and leaving switchbacks is a 5% grade change.  ▪ Transition grades required to meet switchback grade limitations must be constructed on the tangents preceding and departing from the switchbacks.

SWITCHBACK STANDARDS. A switchback is defined as a curved segment of road between a beginning and end of the same curve, where the change of traffic travel direction is greater than 90 degrees. Purchaser shall follow these standards for switchbacks:  ▪ Maximum adverse grades for switchbacks is 10%% of the curve radius.  ▪ Maximum favorable grades for switchbacks is 1210%.  ▪ Maximum transition grades entering and leaving switchbacks is a 5% grade change.  DRAFT ▪ Transition grades required to meet switchback grade limitations must be constructed on the tangents preceding and departing from the switchbacks.

SWITCHBACK STANDARDS. A switchback is defined as a curved segment of road between a beginning and end of the same curve, where the change of traffic travel direction is greater than 90 degrees. Purchaser Contractor shall follow these standards for switchbacks:  Maximum adverse grades for switchbacks is 10%.  Maximum favorable grades for switchbacks is 12%.  Maximum transition grades entering and leaving switchbacks is a 5% grade change.  Transition grades required to meet switchback grade limitations must be constructed on the tangents preceding and departing from the switchbacks.

SWITCHBACK STANDARDS. DRAFT A switchback is defined as a curved segment of road between a beginning and end of the same curve, where the change of traffic travel direction is greater than 90 degrees. Purchaser shall follow these standards for switchbacks:  ▪ Maximum adverse grades for switchbacks is 10%.  ▪ Maximum favorable grades for switchbacks is 12%.  ▪ Maximum transition grades entering and leaving switchbacks is a 5% grade change.  ▪ Transition grades required to meet switchback grade limitations must be constructed on the tangents preceding and departing from the switchbacks.

SWITCHBACK STANDARDS. A switchback is defined as a curved segment of road between a beginning and end of the same curve, where the change of traffic travel direction is greater than 90 degrees. Purchaser shall follow these standards for switchbacks:  ▪ Maximum adverse grades for switchbacks is 10%.  ▪ Maximum favorable grades for switchbacks is 12%.  DRAFT ▪ Maximum transition grades entering and leaving switchbacks is a 5% grade change.  ▪ Transition grades required to meet switchback grade limitations must be constructed on the tangents preceding and departing from the switchbacks.

SWITCHBACK STANDARDS. A switchback is defined as a curved segment of road between a beginning and end of the same curve, where the change of traffic travel direction is greater than 90 degrees. Purchaser shall follow these standards for switchbacks:  Maximum adverse grades for switchbacks is 10%.  Maximum favorable grades for switchbacks is 1214%.  Maximum transition grades entering and leaving switchbacks is a 5% grade change.  Transition grades required to meet switchback grade limitations must be constructed on the tangents preceding and departing from the switchbacks.

SWITCHBACK STANDARDS. A switchback is defined as a curved segment of road between a beginning and end of the same curve, where the change of traffic travel direction is greater than 90 degrees. Purchaser shall follow these standards for switchbacks:  Maximum adverse grades for switchbacks is 10%% .  Maximum favorable grades for switchbacks is 12%.  Maximum transition grades entering and leaving switchbacks is a 56% grade change.  Transition grades required to meet switchback grade limitations must be constructed on the tangents preceding and departing from the switchbacks.

SWITCHBACK STANDARDS. A switchback is defined as a curved segment of road between a beginning and end of the same curve, where the change of traffic travel direction is greater than 90 degrees. Purchaser shall follow these standards for switchbacks:  Maximum adverse favorable grades for switchbacks is 10%.  Maximum favorable grades for switchbacks is 12%.  Maximum transition grades entering and leaving switchbacks is a 5% grade change.  Transition grades required to meet switchback grade limitations must be constructed on the tangents preceding and departing from the switchbacks.

SWITCHBACK STANDARDS. A switchback is defined as a curved segment of road between a beginning and end of the same curve, where the change of traffic travel direction is greater than 90 degrees. Purchaser shall follow these standards for switchbacks:  Maximum adverse grades for switchbacks is 10%12% of the curve radius.  Maximum favorable grades for switchbacks is 12%.  Maximum transition grades entering and leaving switchbacks is a 56% grade change.  Transition grades required to meet switchback grade limitations must be constructed on the tangents preceding and departing from the switchbacks.

SWITCHBACK STANDARDS. A switchback is defined as a curved segment of road between a beginning and end of the same curve, where the change of traffic travel direction is greater than 90 degrees. Purchaser shall follow these standards for switchbacks:  Maximum adverse grades for switchbacks is 10%% of the curve radius.  Maximum favorable grades for switchbacks is 12%.  Maximum transition grades entering and leaving switchbacks is a 5% grade change.  Transition grades required to meet switchback grade limitations must be constructed on the tangents preceding and departing from the switchbacks.

SWITCHBACK STANDARDS. A switchback is defined as a curved segment of road between a beginning and end of the same curve, where the change of traffic travel direction is greater than 90 degrees. Purchaser shall follow these standards for switchbacks:  ▪ Maximum adverse grades for switchbacks is 10%% of the curve radius.  ▪ Maximum favorable grades for switchbacks is 12%.  ▪ Maximum transition grades entering and leaving switchbacks is a 56% grade change.  ▪ Transition grades required to meet switchback grade limitations must be constructed on the tangents preceding and departing from the switchbacks.

SWITCHBACK STANDARDS. A switchback is defined as a curved segment of road between a beginning and end of the same curve, where the change of traffic travel direction is greater than 90 degrees. Purchaser shall follow these standards for switchbacks:  Maximum adverse grades for switchbacks is 10%.  Maximum favorable grades for switchbacks is 1213%.  Maximum transition grades entering and leaving switchbacks is a 5an 8% grade change.  Transition grades required to meet switchback grade limitations must be constructed on the tangents preceding and departing from the switchbacks.

SWITCHBACK STANDARDS. A switchback is defined as a curved segment of road between a beginning and end of the same curve, where the change of traffic travel direction is greater than 90 degrees. Purchaser shall follow these The following standards for switchbacksswitchbacks shall be followed:  Maximum adverse • Adverse grades for on switchbacks is shall not exceed 10%.  Maximum favorable • Favorable grades for through switchbacks is shall not exceed 12%.  Maximum transition • Transition grades entering and leaving switchbacks is shall not exceed a 5% grade change.  • Transition grades required to meet switchback grade limitations must shall be constructed on the tangents preceding and departing from the switchbacks.. DRAFT