ROYER AVE DWY
LIQUOR
DWY
DWY IN COFFEE DWY
DWY
VACANT
YELLOW SIGN
LIQUOR
LIQUOR
VALSURF
DWY WE BUY
VALSURF
DWY
DWY
LE CHIEN COASTLINE
OFFICE DWY LOADING
LOADING
HABIT
SMART+FINAL
DWY
DWY
7-ELEVEN
TOP NAILS
VACANT
DWY
LBR
WENDY'S EGRESS
DWY
DWY
DWY
DWY
DWY
YELLOW SIGN
LIQUOR
LIQUOR
AUTO
ELECTRIC
WENDY'S INGRESS
DWY
DWY
VENTURA BLVD
DWY
FAL
RIG OL
HOLIDAY INN DWY
DWY
DWY 7-ELEVEN
DWY
K
DWY BOFA
VENTURA BLVD
DWY
OO
THIS SHEET MATCHLINE A
DWY
ETT OS T
DWY
RIG O
FAL COMERES RD LBR OO KA VE
E
DWY
DWY
DWY
GYM
OFFIC
VACANT DWY
DWY
VENTURA BLVD
DWY
DWY
RESTAURANT DWY
DWY LOADING
TOP NAILS
K
7-ELEVEN
DWY FAL LBR OO
7-ELEVEN
HUGOS
DWY
DWY
ERY
NURS
HUGOS
DWY
MATCHLINE B THIS SHEET
SH
MATCHLINE A THIS SHEET
DWY ALIMAR
L ET TO ST
DWY
DWY
HABIT
SMART+FINAL DWY
HOLIDAY INN DWY
SCALE
80
DWY
DWY
DWY
JACK
JACK (EGRESS)
BJJ
VENTURA
WENDY'S EGRESS
WENDY'S INGRESS
DWY
DWY
DWY BLVD MEDICAL
LOADING
DWY
DWY
DWY
DWY
DWY
DWY
DWY
DWY
JACK
JACK (EGRESS)
BJJ
MEDICAL
SNEAKER
WINE
LUKE
Existing Condition
Alternative 1
97 6 2 3 no
128 5 2 3 some
160
( IN FEET )
1 inch = 80 ft.
Metered Parking Spaces Designated Loading Spaces Signalized Intersections Marked Crossings Left Turn Restrictions
LOADING
DWY
DWY
DWY
SNEAKER
WINE
LUKE
LOADING
WHEEL WORLD BICYCLES
PONCE AVE
0
PONCE AVE
THIS SHEET MATCHLINE B
LOADING
Metered Parking Spaces Designated Loading Spaces Signalized Intersections Marked Crossings Left Turn Restrictions
Existing Condition
Alternative 1
97 6 2 3 no
128 5 2 3 some
SALE AVE
DWY
FIGURE 4.2 ALTERNATIVE 1
Figure 4.2: Alternative 1 (Not to Scale - See Appendix F for scale drawing)
4.5 Alternative 2 Alternative 2 accentuated a more balanced approach to the trade-off between parking and other roadway features than in Alternative 1. In this alternative, bicycle facilities were significantly improved and no left-turn restrictions were imposed throughout the entire study area. Figure 4.3 depicts the rendered conceptual design of Alternative 2. West of Fallbrook Avenue and similar to Alternative 1, one eastbound vehicular through lane was removed to accommodate reverse angled parking on the south side of the roadway. Where possible, the bike lane facilities were improved in the section west of Fallbrook Avenue. Parallel parking adjacent to a striped buffer offered protection on the north side (westbound direction). Reverse angled parking stood between the vehicular travel lanes and the bike lane on the south side of the roadway (eastbound direction). The two-way center left-turn lane was reduced to 12 feet in the entire west section.
24
Ventura Boulevard Diagonal Parking Feasibility Study