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Alternative 1 (Three Lane
Facility) is characterized by the addition of one lane in the
eastbound direction from 0.1 mile west of the CHOMP entrance to the
Route 68/SR 1 ramp intersection. This added eastbound lane would
terminate as a mandatory right-turn lane to the Pebble Beach
entrance/SR 1 southbound on-ramp. The construction limit for this
alternative would be identical to the ultimate 4-lane widened
alternative. This alternative would not result in a 12-foot-wide
pavement for the fourth (westbound) lane, but the retaining walls
would be constructed at their ultimate locations to accommodate the
four-lane future condition.
Build Alternative 2
(Three Lane Facility) is
characterized by the addition of one lane in the westbound direction
from the Route 68/SR 1 ramp intersection to the CHOMP entrance. This
added westbound lane would terminate as a mandatory right-turn lane
to CHOMP. The construction limit for this alternative would be
identical to the ultimate 4-lane widened alternative. This
alternative would not result in a 12-foot-wide pavement for the
fourth (eastbound) lane, but the retaining walls would be
constructed at their ultimate locations to accommodate the four-lane
future condition.
Build Alternative 3
(Four Lane Facility)
is
characterized by the addition of two lanes (one additional lane in
each direction) that would result in a full four-lane facility.
Route 68 would be widened to a full four-lane facility from the
intersection of Route 68/SR 1 ramp to just west of the CHOMP
entrance. In the westbound direction, two lanes would be carried
past the CHOMP entrance and then merged to the existing one-lane
highway approximately 600 feet west of the CHOMP entrance. In the
eastbound direction, the right lane would terminate as a mandatory
right turn lane to the Pebble Beach entrance.
Build Alternative
Variations There are three design
variations, or combination thereof, that could be incorporated as
part of the project. These design options address the treatment of
the Route 68/SR 1 intersection. Variation 1 and 2 would work with
all build alternatives. Variation 3 would work with all build
alternatives and Variation 1 and 2.
- Five Legged Intersection:
This variation is characterized as a five legged intersection
option that would result in all traffic movements to be brought
together at one intersection. This intersection would be
signalized.
- Roundabout:
This
variation is characterized as a traffic circle that would result
in constructing a one-way circular traffic flow at the
intersection of Route 68/SR 1 ramps. Traffic would enter this
circle in a free flowing movement with yield at the point of entry
into the circle. The southbound right turn exit ramp movement
would bypass the roundabout.
- Collector-Distributor Road:
This variation is characterized as an SR 1
Distributor/Collector option that would result in a new SR 1 exit
lane dedicated solely to access the Pebble Beach Main Gate. The
Distributor/Collector lane would originate at the SR 1 southbound
auxiliary lane near the beginning of the exit ramp, and continue
under the SR 1 Bridge at Route 68, and conform at the Pebble Beach
Main Gate entrance. This design variation allows direct,
unrestricted access to the Pebble Beach Main Gate entrance from
the southbound SR 1 direction and reduces the volume of traffic
traveling through the Route 68/SR 1 intersection.
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