HomeMy WebLinkAbout2i_Prelim Transportation Analysis
Froom/El Villaggio Specific Plan
Preliminary Transportation Analysis
Central Coast Transportation Consulting
895 Napa Avenue, Suite A-6
Morro Bay, CA 93442
(805) 316-0101
April 2015
Central Coast Transportation Consulting April 2015
1Froom/El Villaggio Specific Plan
Preliminary Transportation Analysis
This report summarizes the preliminary transportation analysis conducted for the Froom/El Villaggio
Specific Plan located on the southwest side of Los Osos Valley Road (LOVR) between Froom Ranch
Road and Calle Joaquin. The intent of this work was to identify key transportation constraints to assist
in the development of the project description and conceptual site plans. This report is divided into two
sections:
1. Team/City Staff Meeting- summarizes the agenda and outcome of the meeting.
2. Follow-up analysis evaluating the items called out in the Team/City staff meeting.
1. TEAM/CITY STAFF MEETING
The project team met with City Public Works staff on December 4, 2014 to discuss transportation
issues relevant to the conceptual site planning. A meeting summary is provided below with the
discussion item followed by the summary outcome in italics.
Site access and on-site circulation
Home Depot area connection- should occur near Whole Foods market.
Access to Los Osos Valley Road
o Primary access control type, location-primary access should be provided opposite Auto
Park Way, which has met signal warrant for some time. Roundabout should be evaluated for capacity
but does not fit well within corridor. See next section for analysis.
o Secondary right-in/right-out access- may be beneficial but may have secondary wetland
impacts.
Access to Calle Joaquin
Need for CJ connection- will depend on site plan. Concept plan is not expected to add substantial traffic
to Calle Joaquin and connection does not appear to be necessary.
Future CJ ramp connections- CJ controlled by the City but if future ramps are connected Caltrans will
require project access relocation to avoid wrong-way travel.
Park-and-ride lot accommodation- PNR lot does not conflict with proposed access, would use existing
hotel driveway. Consider incorporating PNR spaces on project site if connection provided on CJ.
Key Intersections Near Project
LOVR/Madonna
LOVR/Froom Ranch
LOVR/US 101 Ramps
LOVR/S Higuera
Add LOVR/Los Verdes
Add LOVR/Calle Joaquin
Add segment analysis of LOVR
Additional locations TBD
Preliminary analysis approach
Trip Generation- review quality of ITE data for Continuing Care Retirement Community and potentially
collect traffic counts at a similar facility. See discussion in next section.
Identify project trip distribution from City Model using select zone procedure- confirmed this
will help define study area for traffic impact analysis. See discussion in next section.
Review LUCE EIR and other recent documents to determine likelihood of identifying
additional impacts- LUCE modeling included 185ksf retail and 115 residential unit growth in project
zones—less than was included in the Land Use Element (350ksf commercial and 250 units residential).
Preliminary site plan includes less retail and more residential units than LUCE. See Tables 1 & 2 for more
details.
Central Coast Transportation Consulting April 2015
2Froom/El Villaggio Specific Plan
Preliminary Transportation Analysis
2. FOLLOW-UP ANALYSIS
This section compares land uses for the project from multiple sources, the available trip generation
data for Continuing Care Retirement Communities, the project trip distribution, and an evaluation of
the traffic control alternatives for the primary project driveway. These items were identified in the
Team/City Staff meeting described in section 1 above.
Land Use Comparison
The preliminary project description was compared to the uses in the City’s updated Land Use Element
and the land uses included in the City’s Travel Demand Model for the Circulation Element Update.
Table 1 summarizes the land uses from each source.
The preliminary project description includes more residential units and less retail square footage than
both the Land Use and Circulation Elements. The relative trip generation based on these three sources
is summarized in Table 2. Note that these estimates are preliminary and are only intended to show the
relative traffic levels of the land uses shown in Table 1.
The preliminary project description would result in trip levels that are higher than those evaluated as a
part of the Circulation Element’s technical analysis, but well below the daily and PM peak hour trips
that would be generated at the maximum intensity identified in the Land Use Element. This suggests
that the project may result in additional transportation impacts beyond those identified in the LUCE
EIR.
CCRC Data Quality
ITE provides trip generation data for Continuing Care Retirement Communities summarizing four or
five studied sites depending on the time period. The trip rates for these sites were relatively consistent,
with R2 values (a measure of how well data fit a statistical model, where a value of 1 indicates a perfect
explanatory fit and 0 indicates no correlation) of 0.78, 0.70, and 0.99 for the AM peak hour, PM peak
ScenarioSFMFCCRCHotel
Project Description1 50300330125170,000-
Land Use Element2 -250--350,000-
Circulation Element3 -115-139184,27216,670
1. Preliminary project description.
2. From Land Use Element section 8.3.2.5 (SP-3). Maximums shown.
3. From land uses in City travel demand model. Reflects growth in Costco/Home Depot area in
addition to pro ject site due to the model's TAZ boundaries.
Table 1: Land Use Summary
Residential (Units)Office
(s.f.)Retail (s.f.)
Scenario1 Daily
Trips
AM Peak
Hour
PM Peak
Hour
Project Description15,6005551,354
Land Use Element21,1845481,883
Circulation Element12,4613071,089
1. See Table 1 for scenario descriptions.
Table 2: Gross Trip Estimates
2. For comparison purposes only. Trip estimates from I TE
using generic internalization rates.
Central Coast Transportation Consulting April 2015
3Froom/El Villaggio Specific Plan
Preliminary Transportation Analysis
hour, and daily periods, respectively. Given the data quality and that the CCRC constitutes a relatively
small portion of site trips, additional data collection is not recommended for this land use.
Project Trip Distribution
The project trip distribution was based on a select link procedure in the City’s Travel Demand Model,
which indicated that 30% of the project trips would travel towards Madonna Road and 70% would
travel towards US 101. A plot showing the daily trip distribution is below. The Traffic Analysis Zone
structure and roadway loading in the City’s model should be modified when it is applied for project-
level analysis to more closely match the proposed site plan loading points.
Central Coast Transportation Consulting April 2015
4Froom/El Villaggio Specific Plan
Preliminary Transportation Analysis
Intersection Control Evaluation
This section evaluates traffic operations at the primary project entry opposite Auto Park Way on Los
Osos Valley Road to determine the appropriate control type and lane configuration based on the
conceptual project description.
Project traffic was estimated using the conceptual project description as shown in Table 3. The project
description is expected to change and the trip generation estimates will be refined accordingly. Project
internalization and pass-by rates would be estimated in more detail based on the final project
description, but are included in Table 3 as a preliminary estimate.
The project trip distribution was based on a select link procedure in the City’s Travel Demand Model,
as described in the previous section.
Cumulative traffic forecasts were developed using the LUCE projections at Froom Ranch
Way/LOVR. The forecast growth on LOVR from the LUCE was added to recent counts at Auto Park
Way/LOVR, then the project traffic was added to the intersection as described above.
The resulting volumes were evaluated under signal and roundabout control. The vehicular service levels
are reported in Table 4. The Synchro output sheets are attached and the Synchro files were submitted
to City staff via email.
InOutTotalInOutTotal
Single Family Residential1 50units555113445352156
Apartment2 300units1,9423012115111964183
Continuing Care RC3 330units792301646213253
Free-Standing Discount Store4 125k sq ft7,1559043133312311623
Shopping Center 5 45k sq ft4,041603696168183351
Hotel6 125rooms1,115493584434588
Gross Trips15,6002702855556986561,354
Project Internalization Reduction7 12%1,8723234668378162
Pass-By Trip Reduction8 20%2,2393015459698194
Total Net New Trips11,489208236444519480998
3. ITE Land Use Code 255, Continuing Care Retirement Community. Average rate used.
4. ITE Land Use Code 815, Free-Standing Discount Store. Average rate used.
5. ITE Land Use Code 820, Shopping Center. Fitted curve equation used.
6. ITE Land Use Code 310, Hotel. Average rate used.
1. ITE Land Use Code 210, Single-Family Detached Housing. Fitted curve equation used.
7. Reduction based on ITE methods. NCHRP methods yield higher result (>20%).
Source: Trip Generation, 9th Edition, ITE (2012) and CCTC, 2014
Table 3: Preliminary Project Description Trip Generation Estimates
Land Use
Number of Trips
Daily
AMPM
Size
2. ITE Land Use Code 220, Apartment. Fitted curve equation used.
8. Pass-by trip reduction applied to retail com ponents only.
Central Coast Transportation Consulting April 2015
5Froom/El Villaggio Specific Plan
Preliminary Transportation Analysis
The roundabout would operate unacceptably at LOS F during the PM peak hour. The signal would
operate at LOS D or better during both the AM and PM peak hours. This suggests that a traffic signal
preferable to a roundabout in this location.
The needed lane configurations were provided to the design team for their use in preparing a
preliminary layout of the Los Osos Valley Road/Auto Park Way intersection. The resulting conceptual
design is attached as Appendix B. The eastbound volumes may support a third eastbound through
lane, potentially extending from the right turn lane to the west. The need for this additional lane should
be evaluated as a part of the project’s traffic study once more detailed traffic volume forecasts are
prepared.
Enclosures:
Appendix A: Queue and LOS Calculation Sheets
Appendix B: LOVR/Auto Park Way Geometry Exhibit
IntersectionPeak Hour
Delay1
(sec/veh)LOS 2
Delay1
(sec/veh)LOS 2
AM16.3C12.7B
PM182.9F36.1D
Roundabout
Los Osos Valley
Road/ Auto Park Way
1. HCM 2010 average control delay in seconds per vehicle.
Table 4: Cumulative Plus Project Intersection Levels of Service
Signal
Appendix A: LOS Calculation Sheets
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6
7
1
4
1
7
HC
M
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l
a
t
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o
n
R
a
t
i
o
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
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1
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1
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Up
s
t
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e
a
m
F
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l
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r
(
I
)
1
.
0
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0
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0
0
0
.
0
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1
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0
1
.
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0
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0
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1
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0
1
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Un
i
f
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e
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(
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3
1
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1
0
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0
2
6
.
6
2
9
.
0
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0
2
8
.
8
3
5
.
0
5
.
6
5
.
6
3
7
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8
9
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5
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In
c
r
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(
d
2
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,
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h
0
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6
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2
0
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1
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0
0
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2
2
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8
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2
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8
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3
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In
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t
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a
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D
e
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a
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(
d
3
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s
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h
0
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0
0
.
0
0
.
0
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.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
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l
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B
a
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0
%
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7
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0
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8
0
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4
0
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0
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4
2
.
0
4
.
1
4
.
3
0
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9
9
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7
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r
p
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e
l
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y
(
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3
1
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7
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0
2
7
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8
2
9
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1
0
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0
2
9
.
0
3
7
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8
5
.
8
5
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8
5
5
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9
9
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6
6
.
0
LnGrp L
O
S
C
C
C
C
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A
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A
A
Ap
p
r
o
a
c
h
V
o
l
,
v
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h
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h
2
7
3
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0
8
4
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5
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Ap
p
r
o
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h
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s
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9
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5
Ap
p
r
o
a
c
h
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m
e
r
12
3
4
5
6
7
8
As
s
i
g
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e
d
P
h
s
1
2
4
5
6
8
Ph
s
D
u
r
a
t
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n
(
G
+
Y
+
R
c
)
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s
6
.
0
5
6
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7
1
5
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5
1
0
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2
5
2
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5
1
5
.
5
Ch
a
n
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e
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d
(
Y
+
R
c
)
,
s
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Ma
x
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r
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g
(
G
m
a
x
)
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s
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0
7
6
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6
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7
0
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6
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0
Ma
x
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r
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(
g
_
c
+
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1
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s
3
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4
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0
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5
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3
6
.
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1
.
3
3
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3
Gr
e
e
n
E
x
t
T
i
m
e
(
p
_
c
)
,
s
0
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0
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3
1
.
2
0
.
3
2
7
.
2
1
.
4
In
t
e
r
s
e
c
t
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o
n
S
u
m
m
a
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y
HC
M
2
0
1
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C
t
r
l
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e
l
a
y
1
2
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7
HC
M
2
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1
0
L
O
S
B
Si
g
n
a
l
C
M
+
P
P
M
F
r
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m
S
P
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n
t
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r
s
e
c
t
i
o
n
C
o
n
f
i
g
u
r
a
t
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o
n
2:
L
O
V
R
&
A
u
t
o
p
a
r
k
3/
4
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2
0
1
5
Ce
n
t
r
a
l
C
o
a
s
t
T
r
a
n
s
p
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t
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t
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n
C
o
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s
u
l
t
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g
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y
n
c
h
r
o
9
R
e
p
o
r
t
La
n
e
G
r
o
u
p
E
B
L
E
B
R
W
B
L
W
B
T
N
B
L
N
B
T
S
B
L
S
B
T
S
B
R
La
n
e
G
r
o
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p
F
l
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w
(
v
p
h
)
1
8
8
4
4
0
4
3
5
4
4
6
8
2
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2
1
3
3
1
8
1
5
2
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1
v/
c
R
a
t
i
o
0
.
7
9
0
.
7
2
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1
7
0
.
1
5
0
.
7
9
0
.
8
2
0
.
3
6
0
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9
4
0
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2
2
Co
n
t
r
o
l
D
e
l
a
y
6
7
.
7
3
5
.
8
4
0
.
7
2
.
0
5
6
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0
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7
.
7
6
5
.
1
3
6
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8
5
.
7
Qu
e
u
e
D
e
l
a
y
0
.
0
0
.
0
0
.
0
0
.
0
0
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0
0
.
0
0
.
0
0
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0
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0
To
t
a
l
D
e
l
a
y
6
7
.
7
3
5
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8
4
0
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7
2
.
0
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6
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0
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7
.
7
6
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5
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Qu
e
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e
n
g
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5
0
t
h
(
f
t
)
1
3
4
2
6
1
2
7
0
1
7
0
5
7
0
2
4
6
5
3
2
1
Qu
e
u
e
L
e
n
g
t
h
9
5
t
h
(
f
t
)
2
1
7
3
7
9
6
0
6
2
4
0
7
9
4
6
0
#
9
1
5
6
3
In
t
e
r
n
a
l
L
i
n
k
D
i
s
t
(
f
t
)
7
6
2
1
2
1
4
4
0
3
Tu
r
n
B
a
y
L
e
n
g
t
h
(
f
t
)
2
0
0
2
5
0
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0
0
2
0
0
Ba
s
e
C
a
p
a
c
i
t
y
(
v
p
h
)
3
1
1
6
3
8
3
2
6
4
4
1
6
4
1
2
4
7
2
9
4
1
9
2
2
9
2
4
St
a
r
v
a
t
i
o
n
C
a
p
R
e
d
u
c
t
n
00
0
0
0
0
0
0
0
Sp
i
l
l
b
a
c
k
C
a
p
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e
d
u
c
t
n
00
0
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0
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St
o
r
a
g
e
C
a
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e
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u
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t
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0
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Re
d
u
c
e
d
v
/
c
R
a
t
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o
0
.
6
0
0
.
6
9
0
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1
3
0
.
1
2
0
.
7
3
0
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8
2
0
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3
5
0
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9
4
0
.
2
2
In
t
e
r
s
e
c
t
i
o
n
S
u
m
m
a
r
y
#
9
5
t
h
p
e
r
c
e
n
t
i
l
e
v
o
l
u
m
e
e
x
c
e
e
d
s
c
a
p
a
c
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t
y
,
q
u
e
u
e
m
a
y
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e
l
o
n
g
e
r
.
Q
u
e
u
e
s
h
o
w
n
i
s
m
a
x
i
m
u
m
a
f
t
e
r
t
w
o
c
y
c
l
e
s
.
Si
g
n
a
l
C
M
+
P
P
M
F
r
o
o
m
S
P
I
n
t
e
r
s
e
c
t
i
o
n
C
o
n
f
i
g
u
r
a
t
i
o
n
2:
L
O
V
R
&
A
u
t
o
p
a
r
k
3/
4
/
2
0
1
5
Ce
n
t
r
a
l
C
o
a
s
t
T
r
a
n
s
p
o
r
t
a
t
i
o
n
C
o
n
s
u
l
t
i
n
g
S
y
n
c
h
r
o
9
R
e
p
o
r
t
Mo
v
e
m
e
n
t
E
B
L
E
B
T
E
B
R
W
B
L
W
B
T
W
B
R
N
B
L
N
B
T
N
B
R
S
B
L
S
B
T
S
B
R
La
n
e
C
o
n
f
i
g
u
r
a
t
i
o
n
s
Vo
l
u
m
e
(
v
e
h
/
h
)
1
7
3
0
4
0
5
4
0
0
5
0
4
3
1
1
8
2
0
4
0
3
0
1
6
7
0
1
8
5
Nu
m
b
e
r
7
4
1
4
3
8
1
8
5
2
1
2
1
6
1
6
In
i
t
i
a
l
Q
(
Q
b
)
,
v
e
h
00
0
0
0
0
0
0
0
0
0
0
Pe
d
-
B
i
k
e
A
d
j
(
A
_
p
b
T
)
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
Pa
r
k
i
n
g
B
u
s
,
A
d
j
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
Ad
j
S
a
t
F
l
o
w
,
v
e
h
/
h
/
l
n
1
8
6
3
1
8
6
3
1
8
6
3
1
8
6
3
1
8
6
3
1
9
0
0
1
8
6
3
1
8
6
3
1
9
0
0
1
8
6
3
1
8
6
3
1
8
6
3
Ad
j
F
l
o
w
R
a
t
e
,
v
e
h
/
h
1
8
8
0
4
4
0
4
3
0
5
4
4
6
8
1
9
7
8
4
3
3
3
1
8
1
5
2
0
1
Ad
j
N
o
.
o
f
L
a
n
e
s
11
1
1
1
0
2
2
0
1
2
1
Pe
a
k
H
o
u
r
F
a
c
t
o
r
0
.
9
2
0
.
9
2
0
.
9
2
0
.
9
2
0
.
9
2
0
.
9
2
0
.
9
2
0
.
9
2
0
.
9
2
0
.
9
2
0
.
9
2
0
.
9
2
Percent H
e
a
v
y
V
e
h
,
%
2
2
2
2
2
2
2
2
2
2
2
2
Ca
p
,
v
e
h
/
h
3
2
2
4
1
3
5
9
8
2
7
1
0
3
5
1
5
3
7
2
3
1
2
5
0
4
2
1
8
4
0
8
2
3
Ar
r
i
v
e
O
n
G
r
e
e
n
0
.
2
2
0
.
0
0
0
.
2
2
0
.
2
2
0
.
0
0
0
.
2
2
0
.
1
6
0
.
6
5
0
.
6
5
0
.
0
2
0
.
5
2
0
.
5
2
Sa
t
F
l
o
w
,
v
e
h
/
h
1
3
4
5
1
8
6
3
1
5
8
3
9
4
5
0
1
5
8
3
3
4
4
2
3
5
4
2
7
7
1
7
7
4
3
5
3
9
1
5
8
3
Gr
p
V
o
l
u
m
e
(
v
)
,
v
e
h
/
h
1
8
8
0
4
4
0
4
3
0
5
4
4
6
8
9
8
5
1
0
3
6
3
3
1
8
1
5
2
0
1
Gr
p
S
a
t
F
l
o
w
(
s
)
,
v
e
h
/
h
/
l
n
1
3
4
5
1
8
6
3
1
5
8
3
9
4
5
0
1
5
8
3
1
7
2
1
1
7
7
0
1
8
4
9
1
7
7
4
1
7
7
0
1
5
8
3
Q
S
e
r
v
e
(
g
_
s
)
,
s
1
5
.
4
0
.
0
2
6
.
0
4
.
4
0
.
0
3
.
2
1
5
.
6
5
1
.
1
5
2
.
0
2
.
2
5
9
.
3
8
.
2
Cy
c
l
e
Q
C
l
e
a
r
(
g
_
c
)
,
s
1
8
.
6
0
.
0
2
6
.
0
4
.
4
0
.
0
3
.
2
1
5
.
6
5
1
.
1
5
2
.
0
2
.
2
5
9
.
3
8
.
2
Pr
o
p
I
n
L
a
n
e
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
0
.
0
4
1
.
0
0
1
.
0
0
La
n
e
G
r
p
C
a
p
(
c
)
,
v
e
h
/
h
3
2
2
4
1
3
5
9
8
2
7
1
0
3
5
1
5
3
7
1
1
5
5
1
2
0
7
4
2
1
8
4
0
8
2
3
V/
C
R
a
t
i
o
(
X
)
0
.
5
8
0
.
0
0
0
.
7
4
0
.
1
6
0
.
0
0
0
.
1
5
0
.
8
7
0
.
8
5
0
.
8
6
0
.
7
9
0
.
9
9
0
.
2
4
Av
a
i
l
C
a
p
(
c
_
a
)
,
v
e
h
/
h
3
2
2
4
1
3
5
9
8
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5
1
5
7
1
1
7
0
1
3
1
9
9
6
3
1
0
8
6
Ca
p
E
n
t
r
y
,
v
e
h
/
h
2
6
0
2
8
7
1
4
7
1
7
0
9
2
8
9
3
8
7
4
3
7
6
3
V/
C
R
a
t
i
o
0
.
7
6
3
1
.
5
3
3
0
.
3
4
5
0
.
3
3
7
1
.
2
6
1
1
.
4
0
6
1
.
2
9
5
1
.
4
2
3
Co
n
t
r
o
l
D
e
l
a
y
,
s
/
v
e
h
5
1
.
5
2
8
9
.
4
3
8
.
7
3
3
.
3
1
4
2
.
9
2
0
4
.
0
1
6
1
.
3
2
1
4
.
8
LO
S
F
F
E
D
F
F
F
F
95
t
h
%
t
i
l
e
Q
u
e
u
e
,
v
e
h
6
2
6
1
1
4
1
5
6
3
7
4
9
Appendix B: LOVR/Auto Park Way Exhibit
90'
PROPOSED ROW
EX.ROW PROPOSED ROW
EX.ROW25'
43'
EX.ROW
80'
LOS OSOS VALLEY ROAD
AUTO
PARK
WAY
APPROXIMATELY 18,100 SF OF NEW
PAVING REQUIRED FOR LOVR
RAISED AND PLANTED
MEDIAN
MATCH INTO EXISTING STRIPING
EX.STRIPING
A
A
B
B
111'
122'
10'±
SIDEWALK
10'
SIDEWALK
111' ROW
12'12'12'12'6'
BIKE
CENTERLINE
LANE LANELANE LANEEX.LANE
12'12'5'±
EX.
BIKE
8'
PARKING
EX.LANE
SECTION B-B
10'±
SIDEWALK
10'
SIDEWALK
122' ROW
9' ±12'12'12'6'
BIKE
EX.
CENTERLINE
LANE LANELANEMEDIANEX.LANE
12'12'5'±
EX.
BIKE
8'
PARKING
EX.LANE
SECTION A-A
12'
CONTROLLED INTERSECTION - LOVR AT AUTOPARK WAY Exhibit
SCALE: 1" = 60'
60'120'0'180'
FEBRUARY 20, 2015
Appendix A: LOS Calculation Sheets
Si
g
n
a
l
C
M
+
P
A
M
F
r
o
o
m
S
P
I
n
t
e
r
s
e
c
t
i
o
n
C
o
n
f
i
g
u
r
a
t
i
o
n
2:
L
O
V
R
&
A
u
t
o
p
a
r
k
3/
4
/
2
0
1
5
Ce
n
t
r
a
l
C
o
a
s
t
T
r
a
n
s
p
o
r
t
a
t
i
o
n
C
o
n
s
u
l
t
i
n
g
S
y
n
c
h
r
o
9
R
e
p
o
r
t
La
n
e
G
r
o
u
p
E
B
L
E
B
R
W
B
L
W
B
T
N
B
L
N
B
T
S
B
L
S
B
T
S
B
R
La
n
e
G
r
o
u
p
F
l
o
w
(
v
p
h
)
8
2
1
9
1
2
2
2
2
1
8
2
9
0
2
3
3
1
3
9
1
7
7
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c
R
a
t
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o
0
.
3
9
0
.
3
7
0
.
1
0
0
.
0
5
0
.
3
6
0
.
3
6
0
.
2
0
0
.
7
0
0
.
0
8
Co
n
t
r
o
l
D
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l
a
y
3
7
.
1
1
7
.
9
3
2
.
2
0
.
2
3
4
.
0
6
.
6
4
0
.
2
1
4
.
0
2
.
2
Qu
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D
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l
a
y
0
.
0
0
.
0
0
.
0
0
.
0
0
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0
0
.
0
0
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0
0
.
0
0
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0
To
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a
l
D
e
l
a
y
3
7
.
1
1
7
.
9
3
2
.
2
0
.
2
3
4
.
0
6
.
6
4
0
.
2
1
4
.
0
2
.
2
Qu
e
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e
L
e
n
g
t
h
5
0
t
h
(
f
t
)
3
2
4
5
8
0
3
7
9
6
1
3
2
1
3
0
Qu
e
u
e
L
e
n
g
t
h
9
5
t
h
(
f
t
)
9
1
1
2
4
3
3
0
8
7
1
5
9
5
0
3
5
8
1
7
In
t
e
r
n
a
l
L
i
n
k
D
i
s
t
(
f
t
)
7
6
2
1
2
1
4
4
0
3
Tu
r
n
B
a
y
L
e
n
g
t
h
(
f
t
)
2
0
0
2
5
0
2
0
0
2
0
0
Ba
s
e
C
a
p
a
c
i
t
y
(
v
p
h
)
5
9
0
5
9
8
6
0
1
8
2
1
6
7
6
3
3
6
6
1
7
4
3
2
5
6
1
4
6
3
St
a
r
v
a
t
i
o
n
C
a
p
R
e
d
u
c
t
n
00
0
0
0
0
0
0
0
Sp
i
l
l
b
a
c
k
C
a
p
R
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d
u
c
t
n
00
0
0
0
0
0
0
0
St
o
r
a
g
e
C
a
p
R
e
d
u
c
t
n
00
0
0
0
0
0
0
0
Re
d
u
c
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d
v
/
c
R
a
t
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o
0
.
1
4
0
.
3
2
0
.
0
4
0
.
0
3
0
.
2
7
0
.
2
7
0
.
1
9
0
.
4
3
0
.
0
5
In
t
e
r
s
e
c
t
i
o
n
S
u
m
m
a
r
y
Si
g
n
a
l
C
M
+
P
A
M
F
r
o
o
m
S
P
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t
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r
s
e
c
t
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n
C
o
n
f
i
g
u
r
a
t
i
o
n
2:
L
O
V
R
&
A
u
t
o
p
a
r
k
3/
4
/
2
0
1
5
Ce
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a
l
C
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a
s
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s
p
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t
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C
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n
s
u
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t
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g
S
y
n
c
h
r
o
9
R
e
p
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r
t
Mo
v
e
m
e
n
t
E
B
L
E
B
T
E
B
R
W
B
L
W
B
T
W
B
R
N
B
L
N
B
T
N
B
R
S
B
L
S
B
T
S
B
R
La
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C
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f
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a
t
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n
s
Vo
l
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e
(
v
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h
/
h
)
7
5
0
1
7
6
2
0
0
2
0
1
6
7
7
9
0
4
0
3
0
1
2
8
0
7
1
Nu
m
b
e
r
7
4
1
4
3
8
1
8
5
2
1
2
1
6
1
6
In
i
t
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l
Q
(
Q
b
)
,
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0
0
0
0
0
0
0
0
0
0
Pe
d
-
B
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A
d
j
(
A
_
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)
1
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0
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0
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1
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0
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1
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Pa
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1
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0
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0
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1
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0
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Ad
j
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w
,
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h
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1
8
6
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1
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6
3
1
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6
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1
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3
1
8
6
3
1
9
0
0
1
8
6
3
1
8
6
3
1
9
0
0
1
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1
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6
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1
8
6
3
Ad
j
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,
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8
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1
9
1
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0
2
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1
8
2
8
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1
3
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1
7
7
Ad
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11
1
1
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0
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9
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9
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9
2
0
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2
Percent H
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a
v
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h
,
%
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2
2
2
2
2
2
2
2
2
2
2
Ca
p
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v
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h
/
h
2
7
9
2
7
4
3
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6
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2
3
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4
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1
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4
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1
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6
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Sa
t
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w
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v
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h
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1
5
8
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1
1
8
7
0
1
5
8
3
3
4
4
2
3
4
3
0
1
7
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1
7
7
4
3
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3
9
1
5
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3
Gr
p
V
o
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e
(
v
)
,
v
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h
/
h
8
2
0
1
9
1
2
2
0
2
2
1
8
2
4
4
3
4
5
9
3
3
1
3
9
1
7
7
Gr
p
S
a
t
F
l
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w
(
s
)
,
v
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h
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h
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l
n
1
3
8
4
1
8
6
3
1
5
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3
1
1
8
7
0
1
5
8
3
1
7
2
1
1
7
7
0
1
8
3
2
1
7
7
4
1
7
7
0
1
5
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Q
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(
g
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)
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(
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Pr
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1
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p
(
c
)
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h
2
7
9
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7
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9
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6
7
0
2
3
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2
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1
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1
2
3
3
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C
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(
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)
0
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Av
a
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(
c
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)
,
v
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h
/
h
5
3
5
6
1
9
6
5
2
4
8
7
0
5
2
6
5
2
8
1
7
1
9
1
7
8
0
1
3
6
3
1
6
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1
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7
HC
M
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1
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Up
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(
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1
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Un
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In
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In
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t
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D
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(
d
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)
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a
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(
5
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%
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7
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8
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4
0
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2
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4
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9
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7
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(
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9
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1
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8
5
.
8
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.
9
9
.
6
6
.
0
LnGrp L
O
S
C
C
C
C
D
A
A
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A
A
Ap
p
r
o
a
c
h
V
o
l
,
v
e
h
/
h
2
7
3
4
4
1
0
8
4
1
5
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Ap
p
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a
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h
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s
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2
9
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1
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1
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5
Ap
p
r
o
a
c
h
L
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C
C
B
B
Ti
m
e
r
12
3
4
5
6
7
8
As
s
i
g
n
e
d
P
h
s
1
2
4
5
6
8
Ph
s
D
u
r
a
t
i
o
n
(
G
+
Y
+
R
c
)
,
s
6
.
0
5
6
.
7
1
5
.
5
1
0
.
2
5
2
.
5
1
5
.
5
Ch
a
n
g
e
P
e
r
i
o
d
(
Y
+
R
c
)
,
s
4
.
0
4
.
0
4
.
0
4
.
0
4
.
0
4
.
0
Ma
x
G
r
e
e
n
S
e
t
t
i
n
g
(
G
m
a
x
)
,
s
6
.
0
7
6
.
0
2
6
.
0
1
2
.
0
7
0
.
0
2
6
.
0
Ma
x
Q
C
l
e
a
r
T
i
m
e
(
g
_
c
+
I
1
)
,
s
3
.
4
1
0
.
5
1
0
.
3
6
.
0
2
1
.
3
3
.
3
Gr
e
e
n
E
x
t
T
i
m
e
(
p
_
c
)
,
s
0
.
0
3
1
.
3
1
.
2
0
.
3
2
7
.
2
1
.
4
In
t
e
r
s
e
c
t
i
o
n
S
u
m
m
a
r
y
HC
M
2
0
1
0
C
t
r
l
D
e
l
a
y
1
2
.
7
HC
M
2
0
1
0
L
O
S
B
Si
g
n
a
l
C
M
+
P
P
M
F
r
o
o
m
S
P
I
n
t
e
r
s
e
c
t
i
o
n
C
o
n
f
i
g
u
r
a
t
i
o
n
2:
L
O
V
R
&
A
u
t
o
p
a
r
k
3/
4
/
2
0
1
5
Ce
n
t
r
a
l
C
o
a
s
t
T
r
a
n
s
p
o
r
t
a
t
i
o
n
C
o
n
s
u
l
t
i
n
g
S
y
n
c
h
r
o
9
R
e
p
o
r
t
La
n
e
G
r
o
u
p
E
B
L
E
B
R
W
B
L
W
B
T
N
B
L
N
B
T
S
B
L
S
B
T
S
B
R
La
n
e
G
r
o
u
p
F
l
o
w
(
v
p
h
)
1
8
8
4
4
0
4
3
5
4
4
6
8
2
0
2
1
3
3
1
8
1
5
2
0
1
v/
c
R
a
t
i
o
0
.
7
9
0
.
7
2
0
.
1
7
0
.
1
5
0
.
7
9
0
.
8
2
0
.
3
6
0
.
9
4
0
.
2
2
Co
n
t
r
o
l
D
e
l
a
y
6
7
.
7
3
5
.
8
4
0
.
7
2
.
0
5
6
.
0
1
7
.
7
6
5
.
1
3
6
.
8
5
.
7
Qu
e
u
e
D
e
l
a
y
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
To
t
a
l
D
e
l
a
y
6
7
.
7
3
5
.
8
4
0
.
7
2
.
0
5
6
.
0
1
7
.
7
6
5
.
1
3
6
.
8
5
.
7
Qu
e
u
e
L
e
n
g
t
h
5
0
t
h
(
f
t
)
1
3
4
2
6
1
2
7
0
1
7
0
5
7
0
2
4
6
5
3
2
1
Qu
e
u
e
L
e
n
g
t
h
9
5
t
h
(
f
t
)
2
1
7
3
7
9
6
0
6
2
4
0
7
9
4
6
0
#
9
1
5
6
3
In
t
e
r
n
a
l
L
i
n
k
D
i
s
t
(
f
t
)
7
6
2
1
2
1
4
4
0
3
Tu
r
n
B
a
y
L
e
n
g
t
h
(
f
t
)
2
0
0
2
5
0
2
0
0
2
0
0
Ba
s
e
C
a
p
a
c
i
t
y
(
v
p
h
)
3
1
1
6
3
8
3
2
6
4
4
1
6
4
1
2
4
7
2
9
4
1
9
2
2
9
2
4
St
a
r
v
a
t
i
o
n
C
a
p
R
e
d
u
c
t
n
00
0
0
0
0
0
0
0
Sp
i
l
l
b
a
c
k
C
a
p
R
e
d
u
c
t
n
00
0
0
0
0
0
0
0
St
o
r
a
g
e
C
a
p
R
e
d
u
c
t
n
00
0
0
0
0
0
0
0
Re
d
u
c
e
d
v
/
c
R
a
t
i
o
0
.
6
0
0
.
6
9
0
.
1
3
0
.
1
2
0
.
7
3
0
.
8
2
0
.
3
5
0
.
9
4
0
.
2
2
In
t
e
r
s
e
c
t
i
o
n
S
u
m
m
a
r
y
#
9
5
t
h
p
e
r
c
e
n
t
i
l
e
v
o
l
u
m
e
e
x
c
e
e
d
s
c
a
p
a
c
i
t
y
,
q
u
e
u
e
m
a
y
b
e
l
o
n
g
e
r
.
Q
u
e
u
e
s
h
o
w
n
i
s
m
a
x
i
m
u
m
a
f
t
e
r
t
w
o
c
y
c
l
e
s
.
Si
g
n
a
l
C
M
+
P
P
M
F
r
o
o
m
S
P
I
n
t
e
r
s
e
c
t
i
o
n
C
o
n
f
i
g
u
r
a
t
i
o
n
2:
L
O
V
R
&
A
u
t
o
p
a
r
k
3/
4
/
2
0
1
5
Ce
n
t
r
a
l
C
o
a
s
t
T
r
a
n
s
p
o
r
t
a
t
i
o
n
C
o
n
s
u
l
t
i
n
g
S
y
n
c
h
r
o
9
R
e
p
o
r
t
Mo
v
e
m
e
n
t
E
B
L
E
B
T
E
B
R
W
B
L
W
B
T
W
B
R
N
B
L
N
B
T
N
B
R
S
B
L
S
B
T
S
B
R
La
n
e
C
o
n
f
i
g
u
r
a
t
i
o
n
s
Vo
l
u
m
e
(
v
e
h
/
h
)
1
7
3
0
4
0
5
4
0
0
5
0
4
3
1
1
8
2
0
4
0
3
0
1
6
7
0
1
8
5
Nu
m
b
e
r
7
4
1
4
3
8
1
8
5
2
1
2
1
6
1
6
In
i
t
i
a
l
Q
(
Q
b
)
,
v
e
h
00
0
0
0
0
0
0
0
0
0
0
Pe
d
-
B
i
k
e
A
d
j
(
A
_
p
b
T
)
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
Pa
r
k
i
n
g
B
u
s
,
A
d
j
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
Ad
j
S
a
t
F
l
o
w
,
v
e
h
/
h
/
l
n
1
8
6
3
1
8
6
3
1
8
6
3
1
8
6
3
1
8
6
3
1
9
0
0
1
8
6
3
1
8
6
3
1
9
0
0
1
8
6
3
1
8
6
3
1
8
6
3
Ad
j
F
l
o
w
R
a
t
e
,
v
e
h
/
h
1
8
8
0
4
4
0
4
3
0
5
4
4
6
8
1
9
7
8
4
3
3
3
1
8
1
5
2
0
1
Ad
j
N
o
.
o
f
L
a
n
e
s
11
1
1
1
0
2
2
0
1
2
1
Pe
a
k
H
o
u
r
F
a
c
t
o
r
0
.
9
2
0
.
9
2
0
.
9
2
0
.
9
2
0
.
9
2
0
.
9
2
0
.
9
2
0
.
9
2
0
.
9
2
0
.
9
2
0
.
9
2
0
.
9
2
Percent H
e
a
v
y
V
e
h
,
%
2
2
2
2
2
2
2
2
2
2
2
2
Ca
p
,
v
e
h
/
h
3
2
2
4
1
3
5
9
8
2
7
1
0
3
5
1
5
3
7
2
3
1
2
5
0
4
2
1
8
4
0
8
2
3
Ar
r
i
v
e
O
n
G
r
e
e
n
0
.
2
2
0
.
0
0
0
.
2
2
0
.
2
2
0
.
0
0
0
.
2
2
0
.
1
6
0
.
6
5
0
.
6
5
0
.
0
2
0
.
5
2
0
.
5
2
Sa
t
F
l
o
w
,
v
e
h
/
h
1
3
4
5
1
8
6
3
1
5
8
3
9
4
5
0
1
5
8
3
3
4
4
2
3
5
4
2
7
7
1
7
7
4
3
5
3
9
1
5
8
3
Gr
p
V
o
l
u
m
e
(
v
)
,
v
e
h
/
h
1
8
8
0
4
4
0
4
3
0
5
4
4
6
8
9
8
5
1
0
3
6
3
3
1
8
1
5
2
0
1
Gr
p
S
a
t
F
l
o
w
(
s
)
,
v
e
h
/
h
/
l
n
1
3
4
5
1
8
6
3
1
5
8
3
9
4
5
0
1
5
8
3
1
7
2
1
1
7
7
0
1
8
4
9
1
7
7
4
1
7
7
0
1
5
8
3
Q
S
e
r
v
e
(
g
_
s
)
,
s
1
5
.
4
0
.
0
2
6
.
0
4
.
4
0
.
0
3
.
2
1
5
.
6
5
1
.
1
5
2
.
0
2
.
2
5
9
.
3
8
.
2
Cy
c
l
e
Q
C
l
e
a
r
(
g
_
c
)
,
s
1
8
.
6
0
.
0
2
6
.
0
4
.
4
0
.
0
3
.
2
1
5
.
6
5
1
.
1
5
2
.
0
2
.
2
5
9
.
3
8
.
2
Pr
o
p
I
n
L
a
n
e
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
0
.
0
4
1
.
0
0
1
.
0
0
La
n
e
G
r
p
C
a
p
(
c
)
,
v
e
h
/
h
3
2
2
4
1
3
5
9
8
2
7
1
0
3
5
1
5
3
7
1
1
5
5
1
2
0
7
4
2
1
8
4
0
8
2
3
V/
C
R
a
t
i
o
(
X
)
0
.
5
8
0
.
0
0
0
.
7
4
0
.
1
6
0
.
0
0
0
.
1
5
0
.
8
7
0
.
8
5
0
.
8
6
0
.
7
9
0
.
9
9
0
.
2
4
Av
a
i
l
C
a
p
(
c
_
a
)
,
v
e
h
/
h
3
2
2
4
1
3
5
9
8
2
7
1
0
3
5
1
6
1
6
1
1
5
5
1
2
0
7
9
1
1
8
4
0
8
2
3
HC
M
P
l
a
t
o
o
n
R
a
t
i
o
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
Up
s
t
r
e
a
m
F
i
l
t
e
r
(
I
)
1
.
0
0
0
.
0
0
1
.
0
0
1
.
0
0
0
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
Un
i
f
o
r
m
D
e
l
a
y
(
d
)
,
s
/
v
e
h
4
4
.
3
0
.
0
3
1
.
5
3
7
.
2
0
.
0
3
6
.
8
4
8
.
4
1
6
.
0
1
6
.
1
5
7
.
0
2
7
.
7
1
5
.
5
In
c
r
D
e
l
a
y
(
d
2
)
,
s
/
v
e
h
2
.
7
0
.
0
4
.
7
0
.
3
0
.
0
0
.
2
1
1
.
8
6
.
3
6
.
4
2
7
.
6
1
7
.
7
0
.
2
In
i
t
i
a
l
Q
D
e
l
a
y
(
d
3
)
,
s
/
v
e
h
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
%i
l
e
B
a
c
k
O
f
Q
(
5
0
%
)
,
v
e
h
/
l
n
5
.
9
0
.
0
1
3
.
0
1
.
2
0
.
0
1
.
4
8
.
3
2
6
.
6
2
8
.
3
1
.
4
3
3
.
3
3
.
6
Ln
G
r
p
D
e
l
a
y
(
d
)
,
s
/
v
e
h
4
6
.
9
0
.
0
3
6
.
2
3
7
.
5
0
.
0
3
7
.
0
6
0
.
1
2
2
.
3
2
2
.
5
8
4
.
6
4
5
.
5
1
5
.
6
Ln
G
r
p
L
O
S
D
D
D
D
E
C
C
F
D
B
Ap
p
r
o
a
c
h
V
o
l
,
v
e
h
/
h
6
2
8
9
7
2
4
8
9
2
0
4
9
Ap
p
r
o
a
c
h
D
e
l
a
y
,
s
/
v
e
h
3
9
.
4
3
7
.
2
2
9
.
5
4
3
.
2
Approach L
O
S
D
D
C
D
Ti
m
e
r
12
3
4
5
6
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6
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4
9
Appendix B: LOVR/Auto Park Way Exhibit
90'
PROPOSED ROW
EX.ROW PROPOSED ROW
EX.ROW25'
43'
EX.ROW
80'
LOS OSOS VALLEY ROAD
AUTO
PARK
WAY
APPROXIMATELY 18,100 SF OF NEW
PAVING REQUIRED FOR LOVR
RAISED AND PLANTED
MEDIAN
MATCH INTO EXISTING STRIPING
EX.STRIPING
A
A
B
B
111'
122'
10'±
SIDEWALK
10'
SIDEWALK
111' ROW
12'12'12'12'6'
BIKE
CENTERLINE
LANE LANELANE LANEEX.LANE
12'12'5'±
EX.
BIKE
8'
PARKING
EX.LANE
SECTION B-B
10'±
SIDEWALK
10'
SIDEWALK
122' ROW
9' ±12'12'12'6'
BIKE
EX.
CENTERLINE
LANE LANELANEMEDIANEX.LANE
12'12'5'±
EX.
BIKE
8'
PARKING
EX.LANE
SECTION A-A
12'
CONTROLLED INTERSECTION - LOVR AT AUTOPARK WAY Exhibit
SCALE: 1" = 60'
60'120'0'180'
FEBRUARY 20, 2015