HomeMy WebLinkAbout2020-10-20; City Council; ; A Public Hearing on the Fiscal Year 2018-19 Growth Management Plan Monitoring Report and Consideration in Determining Six Street Facilities Deficient in Accordance with tMeeting Date: Oct. 20, 2020
To: Mayor and City Council
From: Scott Chadwick, City Manager
Staff Contact: Corey Funk, Associate Planner
corey.funk@carlsbadca.gov, 760-602-4645
Tom Frank, Transportation Director
tom.frank@carlsbadca.gov, 760-602-2766
Subject: A Public Hearing on the Fiscal Year 2018-19 Growth Management Plan
Monitoring Report and Consideration in Determining Six Street Facilities
Deficient in Accordance with the Established GMP Standard
Recommended Actions
Hold a public hearing and:
1.Receive and file the Fiscal Year 2018-19 Growth Management Plan Monitoring Report
(Exhibit 1)
2.Adopt a resolution to determine six street facilities to be deficient according to the
Growth Management Plan’s Vehicular Level of Service Standard as described in the FY
2018-19 Growth Management Plan Monitoring Report (Exhibit 2)
3.Accept the Traffic and Mobility Commission’s recommendation to direct staff to further
analyze the identified deficient facilities – except for southbound El Camino Real from
Tamarack Avenue to Cannon Road – to determine whether there are any feasible
improvement measures that could help minimize the vehicular traffic impacts and report
the findings before the Traffic and Mobility Commission for recommendation to the City
Council. The analysis and exemption request for southbound El Camino Real from
Tamarack Avenue to Cannon Road will be presented as part of the Marja Acres private
development project, which is tentatively scheduled for City Council consideration on
Nov. 3, 2020.
Executive Summary
Carlsbad Municipal Code Section 21.90.130(d) and California Gov. Code § 65400 require
preparation of an annual monitoring report on the Growth Management Plan, or GMP. As
directed, the city’s Fiscal Year 2018-19 Growth Management Plan Monitoring Report (Exhibit 1)
includes an analysis of development activity, an adequacy analysis of public facilities and
improvements, public facility financing and the status of the dwelling unit caps approved by
voters in Proposition E. The major findings of the report are as follows:
CA Review __RMC__
Oct. 20, 2020 Item #4 Page 1 of 360
• Building permits for 375 dwellings and 315,194 square feet of non-residential space
were issued during FY 2018-19 and the total number of dwelling units in each quadrant
of the city continues to comply with the GMP’s limitations.
• Except for circulation, all public facilities identified in the GMP meet all required
performance standards for FY 2018-19 as described in the annual report. (Open space is
among those facilities. In addition to the information found in the monitoring report, a
copy of the Annual Open Space Status Report for Fiscal Year 2018-19 has been included
in this staff report as Exhibit 3.)
• The following street facilities1 have been found to be deficient because they do not
meet the vehicular level of service component of the GMP performance standard:
o Eastbound Palomar Airport Road from Avenida Encinas to Paseo del Norte
o Westbound Palomar Airport Road from Paseo del Norte to Avenida Encinas
o Northbound College Boulevard from Carlsbad Village Drive to Oceanside City Limits
o Eastbound Cannon Road from Avenida Encinas to Paseo del Norte
o Westbound Cannon Road from Paseo del Norte to Avenida Encinas
o Southbound El Camino Real from Tamarack Avenue to Cannon Road
On Oct. 5, 2020, staff presented their recommendations to the Traffic and Mobility
Commission, including a recommendation that the street facilities listed above be found
deficient and exempted from the GMP standards in keeping with the General Plan’s Mobility
Element Policy 3-P.9. These exemptions were proposed, in part, because three of these
roadways already include three through travel lanes, and modifications that would add a fourth
lane would conflict with General Plan Mobility Element Policy 3-P.9(d), which states that “…the
intersection or street segment must be identified as built-out by the City Council because: … d.
the proposed improvements would require more than three through travel lanes in each
direction.”
The three remaining street facilities – Cannon Road between Avenida Encinas and Paseo del
Norte and northbound College Boulevard between Carlsbad Village Drive and the northern city
border – would require modifications that conflict with General Plan Mobility Element Policy 3-
P.9(a) “acquiring the right of way is not feasible” and (c), “the proposed improvements would
result in unacceptable impacts to other community values or General Plan policies.” In addition,
removing bicycle lanes or sidewalks to create an additional vehicle lanes is not consistent with
General Plan policies. Following deliberation and discussion, the commission recommended
that all six facilities be found deficient, but requested additional analysis on potential measures
to address these deficiencies.
If directed by City Council, staff can further analyze five of the six deficient facilities to
determine whether there are any feasible measures that could help minimize the vehicular
1 A street facility refers not only to the street itself but also the sidewalks, traffic signals, lighting, medians and all
other elements of a roadway.
Oct. 20, 2020 Item #4 Page 2 of 360
traffic impacts on those facilities and then report the findings before the Traffic and Mobility
Commission for recommendation to the City Council. The analysis and request for exemption
for southbound El Camino Real from Tamarack Avenue to Cannon Road is currently planned for
consideration as part of the Marja Acres project, which is tentatively scheduled for City Council
consideration on Nov. 3, 2020.
It should be noted that the circulation section of the GMP Monitoring Report has been updated
from the version that was submitted to City Council on Aug. 27, 2020, and the Traffic and
Mobility Commission at its Oct. 5, 2020, meeting. The updates are highlighted and
accompanied by a new clean version in Exhibit 1.
The City Council is being asked to consider this action because CMC Section 21.90.130 requires
that any identified public facilities found to be deficient under the GMP be reported to the City
Council for action.
Discussion
Growth Management Plan – Overview
In 1986, the City Council passed a growth management ordinance, which put conditions on how
growth could occur within the city, including the requirement that new development must plan
for, construct and pay for the public infrastructure and facilities needed to serve that new
development. That November, Carlsbad voters passed Proposition E, which affirmed the
general principles of the Growth Management Plan. The GMP was intended to ensure that new
development and growth do not outpace the performance standards established for public
facilities such as roads, parks and emergency services. New development must be measured
against the GMP standards and show that they comply with requirements before being
approved.
The GMP established numeric growth limits as well as guidelines for determining the adequacy
of public facilities. These guidelines are further defined in the Citywide Facilities and
Improvements Plan by means of specific performance standards for various public facilities,
including city administrative facilities, libraries, utilities, parks, drainage, circulation, fire, open
space and schools. These performance standards have been amended several times since the
initial adoption of the facilities improvements plan.
The Citywide Facilities and Improvements Plan divided the city into 25 Local Facilities
Management Zones, known as LFMZs. Each LFMZ is required to have an adopted Local Facilities
Management Plan, or LFMP, before to any development in the zone. Consistent with the GMP,
the LFMP must describe how the zone will be developed, how compliance with the GMP
standards will be achieved, how the necessary public facilities will be provided and what
financing mechanisms will be used for the public facilities.
CMC Section 21.90.130(d) requires preparation of an annual monitoring report on the GMP to
show whether growth cap limits are being met and required public facilities performance
standards are being applied. As directed under the code, the FY 2018-19 Growth Management
Plan Monitoring Report (Exhibit 1) includes an analysis of development activity, an adequacy
analysis of public facilities and improvements, public facility financing and the status of the
Proposition E dwelling unit caps.
Oct. 20, 2020 Item #4 Page 3 of 360
The major findings of the report are as follows:
• Building permits for 375 dwellings and 315,194 square feet of non-residential space
were issued during FY 2018-19 and the total number of dwelling units in each quadrant
continues to comply with the GMP limitations
• Except for circulation, all public facilities identified in the GMP meet all required
performance standards for FY 2018-19 as described in the annual report
• The following street facilities have been found to be deficient because they do not meet
the vehicular LOS component of the GMP performance standard:
o Eastbound Palomar Airport Road from Avenida Encinas to Paseo del Norte
o Westbound Palomar Airport Road from Paseo del Norte to Avenida Encinas
o Northbound College Boulevard from Carlsbad Village Drive to Oceanside City Limits
o Eastbound Cannon Road from Avenida Encinas to Paseo del Norte
o Westbound Cannon Road from Paseo del Norte to Avenida Encinas
o Southbound El Camino Real from Tamarack Avenue to Cannon Road
The Circulation section of the GMP Monitoring Report has been updated from the version that
was submitted to City Council on August 27, 2020, and the Traffic and Mobility Commission at
their October 5, 2020, meeting, as shown in Exhibit 1.
The increases in vehicular congestion have been largely caused by ambient growth outside the
city. This is generally consistent with the problems other municipalities are seeing throughout
the state. As noted in Senate Bill (SB) 330, the housing crisis has been found to be the cause of
increased congestion. As discussed in SB 330 “The housing crisis harms families across California
and has resulted in all of the following: … Increasing greenhouse gas emissions from longer
commutes to affordable homes far from growing job centers.” Similarly, the State Legislative
Analyst’s Office Report on California’s High Housing Costs,2 explains that, “Workers in
California’s coastal communities commute 10 percent further each day than commuters
elsewhere, largely because limited housing options exist near major job centers.”
Growth Management Plan – Circulation Facilities
Background
In 2015, the city’s circulation performance standard was amended (Resolution No. 2015-243) to
implement changes to state law that requires cities to “modify the circulation element to plan
for a balanced, multimodal transportation network that meets the needs of all users of streets,
roads, and highways, defined to include motorists, pedestrians, bicyclists, children, persons
with disabilities, seniors, movers of commercial goods, and users of public transportation.”
(Assembly Bill 1358, 2008) The GMP requires implementation of a comprehensive livable
2 The document California’s High Housing Costs Causes and Consequences can be found at
https://lao.ca.gov/reports/2015/finance/housing-costs/housing-costs.pdf
Oct. 20, 2020 Item #4 Page 4 of 360
streets network,3 and that the network must maintain a LOS D or better for all modes that are
subject to a multimodal level of service, or MMLOS, standard, excluding those street facilities
that have been exempted by the City Council.
In accordance with the GMP, to exempt a street facility from the GMP performance standard,
the City Council must find at least one of the following:
• Acquiring the rights of way is not feasible4
• The proposed improvements would significantly impact the environment in an
unacceptable way and mitigation would not contribute to the nine core values of the
Carlsbad Community Vision
• The proposed improvements would result in unacceptable impacts to other community
values or General Plan policies
• The proposed improvements would require more than three through travel lanes in
each direction
General Plan Mobility Element Policy 3-P.11 requires new development that adds vehicular
traffic to street facilities that are exempt from the vehicular LOS D standard to implement the
following strategies:
• Transportation demand management, or TDM, strategies that reduce the reliance on
single-occupant automobile and assist in achieving the city’s livable streets vision
• Transportation system management, or TSM, strategies that improve traffic signal
coordination, realigning travel lanes and improve transit service
For exempted streets, this policy reorients the focus from increasing vehicular capacity, by road
widening, to indirect transportation demand measures and non-vehicular modes of travel to
reduce overall vehicle trips. This approach is consistent with recent amendments to the state’s
planning and environmental laws on addressing congestion (Governor’s Office of Planning and
Research Technical Advisory on Implementing SB 743, Appendix 2.)5
The City Council has previously exempted the following street facilities in keeping with General
Plan Mobility Element Policy 3-P.9. (Resolution nos. 2020-105 and 2019-270):
(A) Southbound El Camino Real from the Oceanside city limits to Marron Road
(B) Northbound El Camino Real from Marron Road to the Oceanside city limits
(C) Southbound Melrose Drive from the Vista city limits to Palomar Airport Road
3 The livable streets strategy focuses on creating a ‘multi-modal’ street network that supports the mobility needs
of pedestrians, bicyclists, transit users and vehicles. Providing travel mode options that reduce dependence on the
vehicle also supports the city’s Climate Action Plan in achieving its goals of reducing greenhouse gas emissions
within the city.
4 “Feasible” means capable of being accomplished in a successful manner within a reasonable period of time,
taking into account economic, environmental, legal, social, and technological factors. (Pub. Resources Code, §
21061.1; CEQA Guidelines § 15364; Save Panoche Valley v. San Benito County (2013) 217 Cal. App. 4th 503
[Alternative was infeasible because it could not be accomplished within a reasonable period of time].) 5 Governor’s Office of Planning and Research Technical Advisory on Implementing SB 743:
https://www.opr.ca.gov/docs/20190122-743_Technical_Advisory.pdf
Oct. 20, 2020 Item #4 Page 5 of 360
(D) Southbound El Camino Real from Cannon Road to College Boulevard
(E) Northbound El Camino Real from College Boulevard to Cannon Road
(F) Eastbound Cannon Road from El Camino Real to College Boulevard
(G) Westbound Cannon Road from College Boulevard to El Camino Real
No changes have occurred since the adoption of these resolutions that would warrant lifting
the exemptions for these street facilities.
FY 2018-19 street facility deficiencies
Based on the analysis described in the monitoring report, seven street facilities in the city were
identified as falling short of the performance standard and not already found exempt, as shown
in the table below.
The City Council has previously determined street Southbound College Boulevard from Aston
Avenue to Palomar Airport Road as deficient as part of the FY 2017-18 monitoring report, and
the appropriate mitigation measure has been identified so it does not require exemption. (See
Resolution No. 2019-270.) This street facility is included in the report because it will not meet
the vehicular LOS goal until completion of the mitigation measure, a Capital Improvement
Program project that is currently in the design phase.
Street facilities not meeting vehicular LOS D standard and not already exempt
Street facility From To LOS
AM PM
1. College Boulevard1
(Southbound) Aston Avenue Palomar Airport
Road B F
2. Palomar Airport
Road2 (Eastbound) Avenida Encinas Paseo del Norte F F
3. Palomar Airport
Road2 (Westbound) Paseo del Norte Avenida Encinas F F
4. College Boulevard
(Northbound) Carlsbad Village Drive Oceanside City
Limits D E
5. Cannon Road
(Eastbound) Avenida Encinas Paseo del Norte F E
6. Cannon Road
(Westbound) Paseo del Norte Avenida Encinas E F
7. El Camino Real
(Southbound) Tamarack Avenue Cannon Road F C
Notes:
1. As noted above, the City Council determined this street facility to be deficient and the
appropriate mitigation measure has been identified.
2. Palomar Airport Road is exempt from the LOS D standard for the section of the corridor between
Interstate-5 and Paseo del Norte. The non-exempt section of Palomar Airport Road between
Avenida Encinas and Interstate-5 does not meet the LOS D standard.
Oct. 20, 2020 Item #4 Page 6 of 360
Upon review, staff determined that street facilities 2 through 7 were found deficient and not
already exempt. (Exhibits 4 and 5).
City Council options and the effects of state law
When a circulation deficiency is determined, City Council could historically do one of the
following:
1. Adopt physical improvements that would improve the vehicular LOS deficiency to LOS D
or better
2. Adopt a moratorium to prohibit development and the issuance of building permits in
affected LFMZs until the performance standard is met
3. Find the street facilities exempt from the vehicular LOS performance standard under
General Plan Mobility Element Policy 3-P.9, thereby prioritizing TDM and TSM measures
to improve vehicular congestion.
However, the city attorney and the City Council have previously determined that the city is
prohibited from imposing a moratorium in these circumstances. As noted in the City Council’s
May 5, 2020 staff report, Item 12,6 Senate Bill 166 of 2017 states that “Each city, county, or city
and county shall ensure that its housing element inventory… can accommodate, at all times
throughout the planning period, its remaining unmet share of the regional housing need
allocated pursuant to Section 65584.” Furthermore, where housing is an allowable use, Senate
Bill 330 (2019)] prohibits a city from enacting a “development policy, standard or condition”
that would have the effect of “imposing a moratorium or similar restriction or limitation on
housing development ... other than to specifically protect against an imminent threat to the
health and safety of persons residing in, or within the immediate vicinity of, the area subject to
the moratorium...”
On April 17, 2020, the city received an opinion from the California Department of Housing and
Community Development regarding the city’s ability to implement a moratorium under the
City's Growth Management Plan where vehicular deficiencies exist (CMC §§ 21.90.080 and
21.90.130) in light of SB 330. The department’s opinion concludes that "the housing
moratorium adopted pursuant to the city’s GMP would be impermissible under Government
Code section 66300.” “HCD does not consider, however, that general concerns about the health
and welfare of the citizenry-including traffic conditions that cause minor delays-present an
imminent threat to health and safety.” In Resolution No. 2020-105, City Council similarly
concluded that “The City finds that Gov. Code § 65863(a) (SB 166 [2017]) and Gov. Code, §
66300(b)(1)(B)(i) (SB 330 [2019]) preempt the City from implementing a moratorium pursuant
to Carlsbad Municipal Code §§ 21.90.080 and 21.90.130 and GMP regulations.”
The act of implementing a development moratorium can actually be counterproductive to
reducing vehicular congestion, inhibits the ability of the city to make the necessary moratorium
findings required by Gov. Code Section 65858(c)(2) (that is, that the moratorium is designed to
mitigate the problem.) “By adding retail opportunities into the urban fabric and thereby
improving retail destination proximity, local-serving retail developments tends to shorten trips
6 City Council May 5, 2020 Staff Report, Item 12 available at: https://carlsbadca.swagit.com/play/05052020-
1021#full-agenda
Oct. 20, 2020 Item #4 Page 7 of 360
and reduce (vehicle miles traveled)….” (Governor’s Office of Planning and Research SB 743
Technical Advisory, p. 16.) And, as noted above, the state Legislative Analyst’s Office noted that
the workers in coastal communities “commute 10 percent further each day than commuters
elsewhere, largely because limited housing options exist near major job centers.”
Potential options, therefore, include the following:
1. Identifying and funding an improvement project that will result in that street facility
meeting the performance standard
2. Determine that the deficient street facility is built out and exempt from the vehicular
LOS component of the City’s performance standard under General Plan Mobility
Element Policy 3-P.9, so that TDM and TSM strategies will apply to development to
indirectly reduce vehicular congestion.
Although the GMP and the Mobility Element include a circulation performance standard tied, in
part, to vehicular LOS, they acknowledge that the city cannot always rely on adding roadway
capacity to address vehicular congestion deficiencies and that other non-vehicular modes of
transportation and TDM and TSM measures must be considered. In other words, the city
cannot always build its way out of traffic congestion.
Multimodal level of service monitoring deficiencies
Use of the MMLOS to monitor non-vehicular components of the city’s circulation system has
proven difficult. Staff will work with the Traffic and Mobility Commission to revise the non-
vehicular components of the MMLOS methodology and present the revised results to the City
Council at a later time.
It should be noted that no “universal” or “one-size-fits-all” methodology currently exists for
assessing the non-vehicular components of the MMLOS standard. This is a new way to measure
traffic that many cities are grappling with. Planning and research conducted while developing
the city’s MMLOS methodology revealed that there is no MMLOS methodology currently
adopted by the San Diego Association of Governments, our region’s metropolitan planning
organization. Implementation of any existing multimodal LOS application being used outside
our region would require further refinement to account for the unique characteristics of the
city’s roadway network.
Specific examples of areas where the MMLOS methodology may be refined include its approach
to the analysis of the Americans with Disabilities Act accessibility. In addition, special
consideration must be given on how to adequately analyze “alternative design streets.”
Alternative design streets typically do not have sidewalks and do not meet the current
pedestrian LOS D standard.
Along with the refinement of the pedestrian and bicycle MMLOS methodologies and in
coordination with the Traffic and Mobility Commission, staff intends to review the transit
MMLOS methodology to determine future approaches to monitor and report the LOS related to
transit, and refine or change the methodology as necessary.
Furthermore, in 2015, when the City Council amended its circulation performance standard to
include consideration of non-vehicular modes of transportation, the city did not intend to apply
the standard retroactively, i.e., in the absence of new development. Rather, the intent was to
Oct. 20, 2020 Item #4 Page 8 of 360
require implementation “concurrent” with new development, as contemplated under CMC
Section 21.90.045. The City did not intend to initiate a city-wide public works project to fix
existing non-vehicular deficiencies or to halt all development until every pedestrian path and
bike facility met the city’s new MMLOS standards.
Similar approaches were utilized for the city’s other Citywide Facilities and Improvements Plan
performance standards. For example, the city’s 1986 facilities improvements plan explained,
“The preceding map highlights those areas of the city which will be required to comply with the
open space performance standard. The other areas of the city are already developed.” (See also
Friends of H Street v. City of Sacramento (1993) 20 Cal. App. 4th 152, which established that
statutory requirements addressed future growth and did not require local governments to bring
existing neighborhoods and streets into compliance with their general plans.)
Traffic and Mobility Commission
On Oct. 5, 2020, staff presented their recommendations before the Traffic and Mobility
Commission, including a recommendation that street facilities #2 through 7 be found deficient
and exempted from the GMP standards in keeping with General Plan Mobility Element Policy 3-
P.9. Following deliberation and discussion, the commission recommended by a vote of 5-0-2
that all six facilities be found deficient, and requested additional analysis.
Specifically, the Traffic and Mobility Commission recommended that staff evaluate and identify
if there are any measures to address the deficiencies or minimize the traffic impacts on the six
identified street facilities including roadway improvements and TDM and TSM strategies, and
requested staff return to the commission at a later date to report on any potential measures to
address the deficiencies or minimize the traffic impacts, before making a recommendation on
exemption.
In addition, the Traffic and Mobility Commission approved with a vote of 5-0-2 the creation of
an ad hoc committee composed of Vice-Chair Perez, Commissioner Linke and Commissioner
Penseyres to work with staff to update the city’s MMLOS methodology. Attached as Exhibit 6
are the draft minutes from the meeting.
Next Steps
If directed to do so by the City Council, staff will work with a consultant to conduct further
analyses of the five street facilities described above and then present the information to the
Traffic and Mobility Commission for recommendation before returning to the City Council.
Staff will present the analysis and exemption request for the southbound El Camino Real
segment from Tamarack Avenue to Cannon Road as part of the Marja Acres private
development project, which is tentatively scheduled for City Council consideration on Nov. 3,
2020.
Staff will also retain a consultant to update and revise the pedestrian, bicycle and transit
MMLOS methodologies. Staff will gather stakeholder feedback, including from the Traffic and
Mobility Commission, on the factors to be considered. Based on the feedback received, staff
will update the MMLOS methodologies accordingly, analyze the street typologies for the FY
2018-19 GMP Monitoring Report and return to City Council to present the updated MMLOS
results.
Oct. 20, 2020 Item #4 Page 9 of 360
Environmental Evaluation (CEQA)
The annual monitoring report and the declaration of deficiencies do not constitute a “project”
within the meaning of the California Environmental Quality Act under Public Resources Code
Section 21065 in that it has no potential to cause either a direct physical change in the
environment, or a reasonably foreseeable indirect physical change in the environment, and
therefore does not require environmental review.
Fiscal Analysis
There is no fiscal impact associated with receiving the FY 2018-19 Annual GMP Monitoring
Report.
Public Notification
Public notice of this item was posted in accordance with the Ralph M. Brown Act and it was
available for public viewing and review at least 72 hours prior to the scheduled meeting date.
Additionally, a notice of public hearing was published in The San Diego Union-Tribune on Oct. 9,
2020. (Exhibit 7)
Exhibits
1.Fiscal Year 2018-19 Growth Management Plan Monitoring Report, revised on Oct. 13, 2020
2.Resolution finding six street facilities deficient
3.Annual Open Space Status Report for Fiscal Year 2018-19
4.Fiscal Year 2018-19 Roadway Level of Service Analysis Report
5.Map of street typologies from the Carlsbad General Plan Mobility Element
6.Draft minutes of the Oct. 5, 2020, Traffic and Mobility Commission Meeting
7.Published notice of public hearing
8.Correspondence received as of Oct. 12, 2020
Oct. 20, 2020 Item #4 Page 10 of 360
EXHIBIT 1
CITY OF CARLSBAD
Fiscal Year 2018-19
Growth Management Plan Monitoring Report
July 1, 2018 through June 30, 2019
Submitted to City Council on Aug. 27, 2020
Circulation Section Revised Oct. 13, 2020
Carlsbad City Council
Matt Hall, Mayor
Priya Bhat-Patel
Keith Blackburn
Cori Schumacher
Report prepared in cooperation with the following departments:
Community Development
Fire
Parks & Recreation
Library and Cultural Arts
Transportation
Utilities
Carlsbad Municipal Water District
Oct. 20, 2020 Item #4 Page 11 of 360
Introduction
Carlsbad Municipal Code Section 21.90.130(d) requires the preparation of an annual monitoring
report on the Growth Management Plan. This report satisfies this requirement by providing
information regarding the status of the Carlsbad Growth Management Plan for the fiscal year
covering July 1, 2018 – June 30, 2019, and to verify that the plan is continuing to accomplish its stated
objectives. The primary objectives of the Growth Management Plan are to ensure that adequate
public facilities are provided concurrent with growth, and to assure compliance with the ultimate
dwelling unit limitations that were established by Proposition E, which was passed by voters in 1986.
Pursuant to the code section, the report is provided to the city council for review.
Performance Standards
Proposition E established broad guidelines for determining adequacy of public facilities. These
guidelines are further defined in the Citywide Facilities and Improvements Plan by means of specific
performance standards for each of the eleven public facilities. These public facilities, their
performance standards, status, and anticipated adequacy at buildout are outlined in Table 1 and
Table 2, as follows:
TABLE 1 – PERFORMANCE STANDARDS
Public Facility Performance Standard More Information
on Page
City Administrative
Facilities
1,500 sq. ft. per 1,000 population must be
scheduled for construction within a five-year
period or prior to construction of 6,250 dwelling
units, beginning at the time the need is first
identified.
12
Library
800 sq. ft. (of library space) per 1,000 population
must be scheduled for construction within a five-
year period or prior to construction of 6,250
dwelling units, beginning at the time the need is
first identified.
14
Wastewater
Treatment Capacity
Sewer plant capacity is adequate for at least a
five-year period. 16
Parks
3.0 acres of Community Park or Special Use Area
per 1,000 population within the Park District must
be scheduled for construction within a five year
period beginning at the time the need is first
identified. The five year period shall not
commence prior to August 22, 2017.
17
Drainage Drainage facilities must be provided as required
by the city concurrent with development. 19
Oct. 20, 2020 Item #4 Page 12 of 360
Public Facility Performance Standard More Information
on Page
Circulation
Implement a comprehensive livable streets
network that serves all users of the system –
vehicles, pedestrians, bicycles and public transit.
Maintain LOS D or better for all modes that are
subject to this multi-modal level of service
(MMLOS) standard, as identified in Table 3-1 of
the General Plan Mobility Element, excluding LOS
exempt intersections and streets approved by the
City Council.
21
Fire No more than 1,500 dwelling units outside of a
five-minute response time. 36
Open Space
Fifteen percent of the total land area in the Local
Facility Management Zone (LFMZ) exclusive of
environmentally constrained non-developable
land must be set aside for permanent open space
and must be available concurrent with
development.
38
Schools
School capacity to meet projected enrollment
within the Local Facility Management Zone
(LFMZ) as determined by the appropriate school
district must be provided prior to projected
occupancy.
40
Sewer Collection
System
Trunk-line capacity to meet demand, as
determined by the appropriate sewer districts,
must be provided concurrent with development.
41
Water Distribution
System
Line capacity to meet demand as determined by
the appropriate water district must be provided
concurrent with development. A minimum of 10-
day average storage capacity must be provided
prior to any development.
43
TABLE 2 – FACILITY ADEQUACY STATUS
Public Facility FY 2018-19 Adequacy Status
(Meets performance standard?)
Buildout Adequacy Status
(Meets performance standard?)
City Administrative
Facilities
Yes Yes
Library Yes Additional facilities to be provided
Wastewater
Treatment Capacity
Yes Yes
Parks Yes Additional facilities to be provided
Drainage Yes Additional facilities to be provided
Oct. 20, 2020 Item #4 Page 13 of 360
Public Facility FY 2018-19 Adequacy Status
(Meets performance standard?)
Buildout Adequacy Status
(Meets performance standard?)
Circulation No Additional facilities to be provided
Fire Yes Yes
Open Space Yes Additional facilities to be provided
Schools Yes Yes
Sewer Collection
System
Yes Additional facilities to be provided
Water Distribution
System
Yes Additional facilities to be provided
What Happens if Facilities Do Not Meet the Performance Standard?
The Growth Management Plan requires development activity to stop if a performance standard is
not being met (however, the city cannot enforce a moratorium on residential development.1 Some
performance standards apply to the city as a whole, and others apply to more specific areas, as
described below:
• Administrative facilities, library, and wastewater treatment capacity are facilities that serve the
entire city. Their adequacy in meeting the performance standard is analyzed by considering the
cumulative impact of citywide development. The failure of any one of these facilities to meet
the adopted performance standard would affect the city as a whole. In that event, all
development in the city would be halted until the deficiency is corrected.
• Parks are analyzed on a quadrant basis. This means that if the standard is not being met in the
quadrant, development is halted for all Local Facility Management Zones (LFMZs, see
description below) in the quadrant.
• Fire facilities are analyzed on the basis of fire station districts which can comprise multiple
LFMZs, and if the standard is not met for a district, then development would be halted in that
district.
• The remaining facilities (drainage, circulation, open space, schools, sewer collection system, and
water distribution system) are analyzed on an LFMZ basis. If one of these facilities falls below
the performance standard in a given LFMZ, development in that LFMZ would stop and other
zones would not be affected if they are continuing to meet all performance standards.
Local Facility Management Zone Plans
The Citywide Facilities and Improvements Plan divided the city into twenty-five Local Facilities
Management Zones (LFMZ). Each LFMZ is required to have an adopted Local Facilities Management
Plan (LFMP) prior to any development in the LFMZ. Consistent with the Growth Management Plan,
the LFMP must do the following: describe how the LFMZ will be developed, how compliance with the
Growth Management Plan standards will be achieved, how the necessary public facilities will be
1 Pursuant to an opinion issued on April 17, 2020, the California Department of Housing and Community Development finds that the housing development moratorium adopted pursuant to the City’s GMP would be impermissible under
California Government Code Section 66300 (Housing Crisis Act of 2019)
Oct. 20, 2020 Item #4 Page 14 of 360
provided, and what financing mechanisms will be used for the facilities. All twenty-five LFMZs have
an adopted LFMP. Please see Figure 1 for the general boundaries and locations of the LFMZs.
Oct. 20, 2020 Item #4 Page 15 of 360
Population as a Measurement for Facility Performance Standards
Oct. 20, 2020 Item #4 Page 16 of 360
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As indicated in Table 1, above, the performance standards for city administrative facilities, library
facilities, and parks are stated in terms of population. The demand for these facilities is based on
each new dwelling unit built and the estimated number of new residents it adds to the city, which is
determined using the average number of persons per dwelling unit. Utilizing data from the 2010
Federal Census (total population divided by total number of dwelling units), the average for Carlsbad
is 2.358 persons per dwelling unit.
As of June 30, 2019, the city’s population is estimated to be 111,607, which is calculated by
multiplying 2.358 persons per dwelling unit by the number of dwelling units, accessory dwelling units,
and commercial living units (which were counted as dwelling units in the 2010 Federal Census); in
total there are 47,286 dwellings and commercial living units, as shown in Table 3 below.
TABLE 3 – FY 2018-19 POPULATION CALCULATION
Quadrant Dwelling
units 2
Accessory
dwelling units 3
Commercial living
units 4
Total units Population
NW 12,431 207 226 12,864 30,333
NE 6,971 45 - 7,016 16,544
SW 10,158 28 685 10,871 25,659
SE 16,367 168 - 16,535 39,072
Total 45,927 448 911 47,286 111,607
As part of the Growth Management Plan monitoring process, the persons per dwelling unit number
can be adjusted in the future when updated Federal Census data is available. It should be noted that
the above population estimates are for growth management facility planning purposes only and may
vary from other official population estimates for Carlsbad.
2 Dwelling units represent the dwellings that are counted for purposes of the city’s growth management dwelling unit limits per
Proposition E (excludes accessory dwelling units and commercial living units); the number of dwelling units shown in this table are
updated to June 30, 2018.
3 Accessory dwelling units are accessory to single family dwellings and are separate dwelling units with living space, kitchen and bathroom facilities. Pursuant to state law, accessory dwelling units cannot be counted as dwellings for purposes of the city’s growth
management dwelling limits. However, the units are counted here to ensure all city population is considered in regard to the performance standards for administrative facilities, libraries and parks.
4 Commercial living units, as shown in this table, are professional care facility living units that were counted as dwelling units in the
2010 Federal Census. Pursuant to city ordinance (CMC Section 21.04.093), commercial living units are not counted as dwellings for
purposes of the city’s growth management dwelling limits. However, the units are counted here to ensure all city population is
considered in regard to the performance standards for administrative facilities, libraries and parks.
Oct. 20, 2020 Item #4 Page 17 of 360
Residential Development Activity
Building permits for 375 new dwelling units were issued during the FY 2018-19. Table 4 provides a
breakdown by quadrant and LFMZ, excluding the zones that had no development activity. Figure 2
shows the recent five year trend of building permits issued for dwelling units.
TABLE 4 – FY 2018-19 RESIDENTIAL DEVELOPMENT
Quadrant LFMZ Units
NW 1 128
Total NW 128
NE 2 1
14 98
25 54
Total NE 153
SW 19 1
20 5
21 11
Total SW 17
SE 6 9
17 68
Total SE 77
Total citywide 375
FIGURE 2 – FISCAL YEAR DWELLING UNITS PERMITTED
2014-15 2015-16 2016-17 2017-18 2018-19
# units 294 208 952 341 375
0
100
200
300
400
500
600
700
800
900
1000
Oct. 20, 2020 Item #4 Page 18 of 360
[■
Non-Residential Development Activity
Building permits for 315,194 square feet of new non-residential construction were issued during FY
2018-19, comprising both commercial and industrial development. Table 5 provides a breakdown
by quadrant and LFMZ, excluding the zones that had no development activity. Figure 3 shows the
recent five-year trend of building permits issued for the square footage of non-residential
construction.
TABLE 5 – FY 2018-19 NON-RESIDENTIAL DEVELOPMENT
Quadrant LFMZ
Commercial
(SF)
Industrial
(SF)
Combined
(SF)
NW 1 37,327
5 (NW) 83,900
13 23,943 Total NW 145,170 - 145,170
NE 16 87,776 Total NE - 87,776 87,776
SW 4 800
19 2,109 Total SW 2,909 - 2,909
SE 6 32,240
11 33,368
17 13,731 Total SE 65,608 13,731 79,339
Total citywide 213,687 101,507 315,194
FIGURE 3 – FISCAL YEAR NON-RESIDENTIAL SQUARE FEET PERMITTED
2014-15 2015-16 2016-17 2017-18 2018-19
Square Feet 284,594 550,245 1,210,993 1,643,467 315,194
0
200,000
400,000
600,000
800,000
1,000,000
1,200,000
1,400,000
1,600,000
1,800,000
Oct. 20, 2020 Item #4 Page 19 of 360
. I
Proposition E Compliance
The purpose of this part of the report is to demonstrate that the ultimate dwelling unit caps stated
in Proposition E will not be exceeded. Proposition E states “the maximum number of residential
dwelling units to be constructed or approved in the city after November 4, 1986 is as follows:
Northwest Quadrant 5,844; Northeast Quadrant 6,166; Southwest Quadrant 10,667; Southeast
Quadrant 10,801.” This resulted in dwelling unit caps as shown in Table 6 (see the totals for each
quadrant below). All quadrants are in compliance with the dwelling unit caps established by
Proposition E for FY 2018-19. As noted above in Table 3, accessory dwelling units and commercial
living units are not counted as dwellings for purposes of Growth Management Plan compliance with
the Proposition E caps.
TABLE 6 – FY 2018-19 RESIDENTIAL DWELLING STATUS PER QUADRANT
As of June 30, 2019
NORTHWEST QUADRANT NORTHEAST
QUADRANT
SOUTHWEST
QUADRANT
SOUTHEAST
QUADRANT
CITYWIDE
TOTAL Outside
Village Village Total
NW
Proposition E
Quadrant
Dwelling Limit
15,370 9,042 12,859 17,328 54,599
Existing
Dwellings 11,794 637 12,431 6,971 10,158 16,367 45,927
Unbuilt Planned
Dwellings5 2,024 227 2,251 1,969 1,469 634 6,323
Total Existing
and Unbuilt
Planned Dwellings
13,818 864 14,682 8,940 11,627 17,010 52,259
Potential
Additional
Dwellings6
129 559 688 102 1,232 318 2,340
Table 6 represents the number of dwelling units that could be built (based on the applicable growth
management density) on all parcels that have a residential land use designation. The “total existing
and unbuilt planned dwellings”, as shown in Table 6, assumes all parcels with a residential land use
designation will be developed with residential dwellings, including land that is currently developed
with non-residential uses (e.g., some existing churches and professional care facilities are on land
designated for residential use). Although it is not anticipated that these parcels will convert to
5 All quadrants except the Village - includes unbuilt approved projects, as well as vacant and underdeveloped property
designated for residential use by the General Plan.
6 Dwelling unit capacity in addition to what is currently planned by the General Plan or approved as part of an unbuilt
project. "Potential additional dwellings" must be allocated from Excess Dwelling Unit Bank.
Oct. 20, 2020 Item #4 Page 20 of 360
residential uses, the dwelling unit potential for these parcels is tracked to ensure compliance with
the Proposition E dwelling unit limits.
Table 7 estimates the number of dwellings that will exist at buildout; this estimate assumes that the
residentially designated land currently developed with non-residential uses will not all be developed
with residential uses in the future. The data in Table 6 and Table 7 show that the Proposition E
dwelling unit limits will not be exceeded.
TABLE 7 – ESTIMATED DWELLING UNITS AND POPULATION AT BUILDOUT
Quadrant Dwelling Units Population
NW 15,079 38,698
NE 8,940 22,496
SW 10,918 28,071
SE 16,879 42,474
Total 51,816 131,739
Density Control Points and Excess Dwelling Unit Bank
To manage compliance with the Proposition E dwelling unit limitations, the City Council established
Growth Management Control Point (GMCP) densities for all residential land use designations in the
city (for example, for the R-4 land use designation, the GMCP density is 3.2 dwelling units per acre).
All residential development must, on average, not exceed the GMCP densities. To ensure this,
Council Policy Statement 43 (Proposition E “Excess Dwelling” Unit Bank) established a dwelling unit
bank concept. When development occurs below the GMCP, the “excess” number of units (difference
between the potential number of units at the GMCP density and the number of units built) are
available for other residential developments to allow them to be constructed at a density that
exceeds the GMCP density.
On December 17, 2002, the City Council adopted Resolution No. 2002-350, which amended Council
Policy Statement 43 by reducing the accumulated number of excess units to 2,800. Excess units may
be allocated to any quadrant based on the criteria in Council Policy Statement 43, so long as the
citywide or individual quadrant dwelling unit limits are not exceeded. Please see Table 8 for the
Excess Dwelling Unit Bank status at the end of the FY 2018-19. “Pending” excess units are associated
with projects that have been approved below the GMCP density but are not yet constructed, or an
approved land use change is not yet effective. “Pending” excess units are not available to allocate
to other sites; the units will be made available for allocation at the time the associated projects are
constructed, or the land use change becomes effective.
Oct. 20, 2020 Item #4 Page 21 of 360
TABLE 8 – EXCESS DWELLING UNIT BANK
Balance as of June 30, 2019
Inside the Village 559
Outside the Village 424
Pending deposits 429
Public Facility Financing
In 1991, the City of Carlsbad established Community Facilities District No. 1 (CFD) to provide financing
for a number of public facilities of citywide importance that are needed to meet the requirements of
the Growth Management Plan, including various road and intersection improvements, and the Dove
Library. As LFMZ plans were adopted, they were conditioned to annex into the CFD at the time the
first discretionary permit grants an entitlement to develop in the LFMZ. This ensures financing for
public facilities that can accommodate future growth consistent with the criteria of the Growth
Management Plan.
Status of the Facilities
Beginning on page 12 is a discussion of the adequacy of each of the eleven public facilities addressed
in Carlsbad’s Growth Management Plan.
Oct. 20, 2020 Item #4 Page 22 of 360
CITY ADMINISTRATIVE FACILITIES
A. Performance Standard
1,500 sq. ft. per 1,000 population must be scheduled for construction within a five-year
period or prior to construction of 6,250 dwelling units, beginning at the time the need is first
identified.
B. FY 2018-19 Facility Adequacy Analysis
Based on the estimated June 30, 2019 population estimate of 111,607, the current demand
for administrative facilities is 167,411 square feet. To date, city administrative facilities
exceed the performance standard. Staff recently updated the existing facility square
footages, which resulted in refinements to some of the existing square footage numbers and
a lower total square footage compared to FY 2017-18 report. The existing inventory of city
and Carlsbad Municipal Water District buildings (leased and owned) occupied for
administrative services includes the following:
Facility Address Square Feet
City Hall Complex 1200 Carlsbad Village Drive 16,000
Faraday Administration Building 1635 Faraday Ave. 68,000
Fleet Service Center 2480 Impala Drive 10,540
Water District (Maintenance & Operations) 5950 El Camino Real 18,212
Parks Yard (Maintenance & Operations) 1166 Carlsbad Village Drive 4,012
Public Works Operations 405 Oak Ave. 9,950
Safety Center (Police and Fire administration) 2560 Orion Way 55,027
First Responder Safety Training Center 5750 Orion Way 18,112
Senior Center (Recreation administration) 799 Pine Ave. 5,770
Total
205,623
C. Buildout Facility Adequacy Analysis
Based on the 2035 projected buildout population of 131,739, the demand for city
administrative facilities will be 197,608 square feet. The existing 205,169 square feet of
administrative facilities exceeds the growth management performance standard at buildout.
D. New Orion Center Project
A development proposal is underway for the Orion Center project, which will centralize the
city’s maintenance and operations functions into a single location on Orion Way. The goal
Oct. 20, 2020 Item #4 Page 23 of 360
for the facility is to accommodate the existing and future needs for the following
departments: Public Works (Utilities/CMWD, General Services and Construction
Management & Inspection) and Parks & Recreation (Parks Maintenance). The proposed
project will free up three existing city facilities for redevelopment: 5950 El Camino Real, 205
Oak Street, and 1166 Carlsbad Village Drive. The new building will be 85,320 square feet,
which will provide a net increase in city administrative space of 53,146 square feet over the
three existing sites which will no longer be needed.
E. New City Hall Project
The new city hall project is in the process of identifying spatial requirements for city staff to
determine the size of the new city hall, and site criteria to determine which of four potential
locations is best suited for the new city hall and civic center. The initial project has three
phases, including the 1) Space Needs Analysis Report, 2) Site Criteria Evaluation, and 3) Best
Professional Recommendation. The City Council approved Phases 1 and 2 on September 17,
2019, with the third phase estimated to be completed prior to the end of the second quarter
of 2020.
Oct. 20, 2020 Item #4 Page 24 of 360
LIBRARY FACILITIES
A. Performance Standard
800 sq. ft. (of library space) per 1,000 population must be scheduled for construction within
a five-year period or prior to construction of 6,250 dwelling units, beginning at the time the
need is first identified.
Library space (leased/owned, public/non-public) is used as a standard library measurement
of customer use and satisfaction and includes collection space, seating, meeting rooms, staff
areas, technology, and other public facility needs. The performance standard, stated above,
was originally developed based on surveys of other libraries of comparable size and based on
related standards (such as volumes per capita) set by the American Library Association.
B. FY 2018-19 Inventory and Adequacy of Facilities
The current inventory of library facilities (city-owned) is as follows:
Facility Square Feet
Dove Library 64,000
Cole Library 24,600
Learning Center 11,393
Total 99,993
Based on the June 30, 2019 population estimate of 111,607, the growth management
standard requires 89,286 sq. ft. of public library space. The city’s current 99,993 sq. ft. of
library facilities adequately meets the growth management standard.
C. Facility Adequacy at Buildout
Based on the General Plan projected buildout population of 131,739, the demand for library
facilities will be 105,391 sq. ft. The existing 99,993 square feet of library facilities is expected
to fall short of the growth management standard at buildout.
In 2015-16, the city completed major maintenance and renovation for both the Cole and Dove
facilities that addresses current ADA requirements and allows delivery of modern library
services and technology, while extending the life of the Cole Library by 10 to 15 years.
Built in 1967, the design of the Cole Library could not have contemplated modern library
services including the extensive delivery of electronic resources, automated materials
handling, and the variety of new media formats. Additionally, the library’s role as a
community gathering space has increased. With an already maximized building footprint and
infrastructure constraints, the Cole Library will not expand further to meet these changing
Oct. 20, 2020 Item #4 Page 25 of 360
needs. Additional meeting spaces, technology learning labs and maker spaces are examples
of elements desired by the community.
Complete replacement of the Cole facility is included in the Capital Improvement Program
budget between the years 2020 and buildout. Additionally, civic center and city hall site
studies, which are currently underway, will most likely inform the timing and opportunities
for a new Cole facility. One of the sites being considered for a new city hall and potential civic
center is the property that currently includes Cole. As these plans advance, staff will need to
evaluate impacts on a future library space.
Oct. 20, 2020 Item #4 Page 26 of 360
WASTEWATER TREATMENT CAPACITY
A. Performance Standard
Sewer plant capacity is adequate for at least a five-year period.
B. FY 2018-19 Facility Adequacy Analysis
The Encina Water Pollution Control Facility (EWPCF) Phase V Expansion, which was completed
in 2009, accommodates the ultimate buildout demand for the Carlsbad sewer service area
based on projections made in the 2012 City of Carlsbad Sewer Master Plan and, therefore,
currently provides adequate capacity in excess of the performance standard.
Carlsbad’s FY 2017-18 annual daily average dry weather sewer flow was 6.03 million gallons
per day (MGD) representing 59% of the city’s 10.26 MGD capacity rights. The city’s annual
daily average sewage flow to the EWPCF for the previous five years is measured as follows:
Fiscal Year Annual daily average flow
FY 2014-15 6.17 MGD
FY 2015-16 5.82 MGD
FY 2016-17 6.32 MGD
FY 2017-18 6.18 MGD
FY 2018-19 6.03 MGD
C. Buildout Facility Adequacy Analysis
The Encina Water Pollution Control Facility Phase V Expansion provides adequate sewer
treatment capacity to ensure compliance with the growth management wastewater
performance standard through buildout of the Carlsbad sewer service area.
The City of Carlsbad 2019 Sewer Master Plan Update contains an analysis of annual daily
average sewer flow through buildout of the city based on the Carlsbad General Plan land use
projections. The analysis indicates that the city’s projected ultimate buildout flow is
approximately 8.31 MGD. The city has purchased capacity rights to 10.26 MGD in the EWPCF,
which ensures adequate wastewater treatment capacity is available to accommodate an
unanticipated increase in future sewer flows.
Oct. 20, 2020 Item #4 Page 27 of 360
PARKS
A. Performance Standard
3.0 acres of Community Park or Special Use Area per 1,000 population within the Park District7
must be scheduled for construction within a five year period beginning at the time the need
is first identified8. The five year period shall not commence prior to August 22, 2017.
B. FY 2018-19 Facility Adequacy Analysis
To date, all quadrants are in compliance with the performance standard.
Quadrant Park acreage inventory existing Park acreage required by
Performance Standards
NW 105.2 91.0
NE 45.3 49.6
SW 70.2 77.0
SE 114.9 117.2
Total 335.6 334.8
The performance standard requirement for park acreage exceeds the inventory of existing
and scheduled park acreage for the NW quadrant, but the other quadrants do not currently
meet the performance standard. Although short of the acreage required, these quadrants
are not out of compliance with the performance standard because the five year period has
not been reached. For the SW and SE quadrants, the five year period began on August 22,
2017 as required by City Council Resolution No. 2017-170. For the NE quadrant, the FY 2017-
18 report identified the park acreage deficit, so the five year period began on June 30, 2018.
The completion of the Veterans Memorial Park Master Plan will address the referenced
deficits in the NE, SW and SE quadrants. Veteran’s Memorial Park is a city-owned,
undeveloped community park site located in the northwest quadrant. Because of its size,
centralized location, and citywide significance, the city intends that this site help fulfill future
citywide park needs. Thus, when the Citywide Facilities and Improvements Plan (CFIP) was
approved in 1986, Veteran’s Memorial Park (then known as Macario Canyon) was
apportioned equally to all four city quadrants to meet the GMP parks performance standard.
Further, the City of Carlsbad Community Facilities District No. 1 (CFD) was established in 1991,
creating a special tax lien on vacant properties throughout the city. The purpose of the CFD
was to finance the construction of specific public facilities of citywide obligation and benefit,
7 "Park District" = "quadrant". There are four park districts within the city, corresponding to the four quadrants.
8 The threshold for triggering the construction of a new park is as follows: Once a deficit of park acreage in a quadrant is identified,
a new park must be scheduled for construction within the time frame of five years. According to City Council Resolution No. 97-435,
“scheduled for construction” means that the improvements have been designed, a park site has been selected, and a financing plan
for construction of the facility has been approved.
Oct. 20, 2020 Item #4 Page 28 of 360
including Veteran’s Memorial Park. Consistent with the intent of the CFIP and the CFD, the
General Plan Open Space, Conservation and Recreation Element credits 22.9 acres of the
91.5-acre Veteran’s Memorial Park to each quadrant’s future park inventory (see Table 4-7
of the Open Space, Conservation and Recreation Element).
The master planning process for that site commenced in December 2018, with the award of
a professional services agreement to RJM Design, and public outreach began in March
2019. The master plan is scheduled to be completed within the next two years, before the
conclusion of either of the five year periods (i.e., for the SE and SW quadrants, and for the NE
quadrant). Once the master plan is complete, the park will be considered “scheduled for
construction”7, and all four quadrants will be fully compliant with the performance standard.
C. Buildout Facility Adequacy Analysis
Based on the current FY 2019-20 CIP list of projects, Veteran’s Memorial Park is proposed to
be constructed prior to buildout. Construction of this community park would result in the
projected park inventory for all city quadrants exceeding the projected required acreage at
buildout, as shown below:
Quadrant Buildout
population9
Buildout
required
acreage8
Current
inventory
Proposed park
acreage
Projected
inventory
NW 38,698 116.1 105.2 22.9 128.1
NE 22,496 67.5 45.3 22.9 68.2
SW 28,071 84.2 70.2 22.9 93.1
SE 42,474 127.4 114.9 22.9 137.8
Total 131,739 395.2 335.6 91.5 427.2
D. Additional Parks Acreage
The figures above for proposed park acreage do not include park projects listed in the CIP as
“partially funded” or “unfunded”. Should alternative funding mechanisms be found, and
these parks are built, the additional parks acreage would further aid in meeting/exceeding
the growth management parks performance standard.
• Partially funded – In the FY 2019-20 CIP, $12,592,000 has been transferred to the
Robertson Ranch Park project (NE – 11.2 acres), which changes its status to “partially
funded”. The master planning process for this park is scheduled to begin in FY 2021-
22.
• Unfunded – Zone 5 Business Park Recreational Facility (NW – 9.3 acres) and Cannon
Lake Park (NW – 6.8 acres).
9 Reflects the General Plan
Oct. 20, 2020 Item #4 Page 29 of 360
DRAINAGE
A. Performance Standard
Drainage facilities must be provided as required by the city concurrent with development.
B. FY 2018-19 Facility Adequacy Analysis
All areas of the city currently meet the growth management drainage performance standard.
The standard for drainage distinguishes it from the other public facility standards because, by
its very nature, drainage facility needs are more accurately assessed as specific development
plans for individual projects are finalized. Therefore, the drainage performance standard was
written to allow the city to require appropriate drainage facilities as development plans are
finalized and approved.
The larger/master planned facilities have been identified in the city’s 2008 Drainage Master
Plan. The associated Planned Local Drainage Area (PLDA) fee program was established to
finance the construction of these facilities. The original Drainage Master Plan was adopted
in 1980 with the goal of assessing the performance of existing drainage infrastructure,
identifying anticipated improvements and developing a funding mechanism to ensure
construction of these planned facilities. The DMP is updated from time to time to reflect
changes in city growth, construction costs, general plan, drainage standards and
environmental regulations. At the present, the Public Works Branch is updating the 2008
Drainage Master Plan to ensure these larger/master planned facilities will be adequately
funded.
The construction of smaller development/project related drainage facilities are addressed
during the review of individual project proposals. Maintenance, repair and replacement
projects are identified on an ongoing basis and are incorporated in the Capital Improvement
Program as a part of the Storm Drain Condition Assessment Program, the Citywide Storm
Drain Rehabilitation and Replacement Program or as individual/stand-alone projects.
The Agua Hedionda and Calavera Creek channels located east of El Camino Real within the
residential community of Rancho Carlsbad were found to be of inadequate size to fully
contain and convey the 100-year flood event. As a result, the flood plain of these creeks
encroaches into the community and therefore projects located within LFMP Zones 5, 7, 14,
15, 16, 18 and 24 that drain to the Agua Hedionda or Calavera Creek must comply with the
following conditions to maintain compliance with the drainage performance standard:
1. Payment of the PLDA fee.
2. Install onsite drainage improvements to ensure that direct drainage impacts resulting
from the proposed development do not exacerbate the potential for downstream
flooding of existing development.
Oct. 20, 2020 Item #4 Page 30 of 360
C. Buildout Facility Adequacy Analysis
The 2008 Carlsbad Drainage Master Plan proposes the construction of new facilities to
accommodate potential storm events. Construction of the proposed Master Drainage
Facilities will ensure the drainage performance standard is maintained through buildout of
the city. The current update to the Drainage Master Plan will ensure adequate funds are
available for the construction of needed flood control facilities. The estimated costs for these
facilities and the programming of PLDA funds are included in the annual Capital Improvement
Program.
Oct. 20, 2020 Item #4 Page 31 of 360
CIRCULATION10
A. Performance Standard
Implement a comprehensive livable streets network that serves all users of the system –
vehicles, pedestrians, bicycles and public transit. Maintain level of service (LOS) D or better
for all modes that are subject to this multi-modal level of service (MMLOS) standard, as
identified in Table 3-1 of the General Plan Mobility Element, excluding LOS exempt
intersections and streets approved by the City Council.
The service levels for each travel mode are represented as a letter “grade” ranging from LOS
A to LOS F: LOS A reflects a high level of service for a travel mode (e.g., outstanding
characteristics and experience for that mode) and LOS F would reflect an inadequate level
of service for a travel mode (e.g., excessive congestion for vehicles or inadequate facilities
for bicycle, pedestrian or transit users).
The performance standard for the circulation system is guided by the General Plan Mobility
Element as follows:
Implementing Policy 3-P.3: Apply and update the city’s multi-modal level of service
(MMLOS) methodology and guidelines that reflect the core values of the Carlsbad
Community Vision related to transportation and connectivity. Utilize the MMLOS
methodology to evaluate impacts of individual development projects and
amendments to the General Plan on the city’s transportation system.
Implementing Policy 3-P.4: Implement the city’s MMLOS methodology and maintain
LOS D or better for each mode of travel for which the MMLOS standard is applicable,
as identified in Table 3-1 and Figure 3-111.
B. Livable Streets
The monitoring program for the circulation system is guided by General Plan Mobility
Element Goal 3-G.1:
Keep Carlsbad moving with livable streets that provide a safe, balanced, cost-
effective, multi-modal transportation system (vehicles, pedestrians, bikes, transit),
accommodating the mobility needs of all community members, including children,
the elderly and the disabled.
The California Complete Streets Act (2008) requires cities in California to plan for a
balanced, multi-modal transportation system that meets the needs of all travel modes.
Accomplishing this state mandate requires a fundamental shift in how the city plans and
designs the street system – recognizing the street as a public space that serves all users of
10 Revised Oct. 13, 2020
11 Table 3-1 and Figure 3-1 are found in the General Plan Mobility Element and are summarized in Table 9 of this report.
Oct. 20, 2020 Item #4 Page 32 of 360
the system (elderly, children, bicyclists, pedestrians, etc.) within the urban context of that
system (e.g., account for the adjacent land uses).
• Prior to adoption of the General Plan Mobility Element on Sept. 22, 2015, the growth
management circulation performance standard was based on the circulation needs of a
single mode of travel – the automobile.
• The General Plan Mobility Element identifies a new livable streets strategy for mobility
within the city.
• The livable streets strategy focuses on creating a ‘multi-modal’ street network that
supports the mobility needs of pedestrians, bicyclists, transit users and vehicles.
• Providing travel mode options that reduce dependence on the vehicle also supports the
city’s Climate Action Plan in achieving its goals of reducing greenhouse gas emissions
within the city.
C. Street Typology
The city’s approach to provide livable streets recognizes that improving the LOS for one mode of
transportation can sometimes degrade the LOS for another mode. For example, pedestrian-friendly
streets are designed to encourage pedestrian uses and typically have amenities that slow vehicle
travel speeds (e.g., short-distance pedestrian crossings that restrict vehicle mobility). The “street
typology” is defined in the General Plan Mobility Element and determines which travel modes are
subject to the MMLOS D standard, as summarized in Table 9. For example, the vehicular mode of
travel is subject to the MMLOS D standard on the following street typologies: freeways, arterial
streets, arterial connector streets and Industrial streets.
Table 9: Street Typology and MMLOS Standard
STREET TYPOLOLOGY Modes subject to the MMLOS D Standard
Vehicular Transit Pedestrian Bicycle
Freeways Yes Yes No No
Arterial Streets Yes Yes No No
Identity Streets No No Yes Yes
Village Streets No No Yes Yes
Arterial Connector Streets Yes No Yes Yes
Neighborhood Connector Streets No No Yes Yes
Coastal Streets No No Yes Yes
School Streets No No Yes Yes
Employment/Transit Connector Streets No Yes Yes Yes
Industrial Streets Yes Yes No No
Local/Neighborhood Streets No No Yes Yes
All Streets Located Within Half-Mile of a Transit Center No Yes Yes Yes
Bicycle/Pedestrian Pathways No No Yes Yes
Oct. 20, 2020 Item #4 Page 33 of 360
D. Methods to Measure Service to Different Transportation Modes
a. How vehicular LOS is measured
The city monitors facilities that are subject to the vehicular LOS standard according
to that street’s typology as defined in Table 9. This section of the report summarizes
the vehicular LOS methodology used for monitoring purposes. For the fiscal year (FY)
2018-19 monitoring report, the arterial street typology was monitored. The
industrial street and arterial connector street typologies will be monitored in the
next monitoring cycle so that all the street facilities required to meet the vehicular
LOS standard will be monitored in the next monitoring program cycle.
The city evaluates the roadway network at the “facility” level according to Chapter
16 of the Highway Capacity Manual. A facility is defined as one direction of travel
along a length of road that has similar travel and geometric characteristics, and it
typically extends between multiple signalized intersections. Each facility has an
associated capacity that is defined in the Highway Capacity Manual as “the ability of
a transportation facility or service to meet the quantity of travel demanded of it.”
For Growth Management Plan monitoring purposes, travel demand on a roadway is
measured by the volume of vehicles using the facility during the peak hours of
operation. A volume threshold is established for each LOS grade according to the
Highway Capacity Manual. The vehicular LOS is determined by comparing the traffic
volume against these thresholds. For example, a LOS D is recorded when a traffic
volume exceeds the LOS C threshold but is below the LOS D threshold.
A street “facility” is comprised of smaller and contiguous “segments” that typically
extend between two adjacent signalized intersections. Per the Highway Capacity
Manual, an entire facility is reported as failing if the volume along any one of its
segments exceeds its capacity, which defines LOS F. When a facility has been
monitored and found to operate at LOS D, each segment of that facility will be
evaluated the following monitoring cycle and the LOS will be reported as follows:
a. If the volume of any one segment of the facility exceeds the reported
capacity for that segment, the facility will be reported as LOS F; or
b. If none of the segment volumes exceeds its reported capacity for that
segment, the facility will be reported as LOS D (or the new level if it has
changed).
As noted above, travel demand is assumed to equal the traffic volume measured
during the peak hour of operation. Vehicular LOS is determined based on one mid-
block traffic count collected for each facility (or segment) being evaluated. The data
is collected for one week while school is in session in either the spring or fall. The
morning and afternoon (a.m./p.m.) peak hours’ LOS is reported for each facility or
segment. The approach is considered conservative, as non-peak time period will
have reduced congestion and improved LOS. Each street evaluated will have
separate LOS results reported for the a.m. and p.m. peak hour conditions with
Oct. 20, 2020 Item #4 Page 34 of 360
independent grades reported for each direction of travel. This approach to data
collection is consistent with industry standards.
b. How Pedestrian, Bicycle and Transit Service MMLOS is measured
The General Plan Mobility Element calls for the use of a MMLOS methodology to
provide a metric for evaluating bicycle, pedestrian and transit modes of travel. In
2015, a method for evaluating bicycle and pedestrian LOS was first developed as
part of the General Plan Environmental Impact Report (EIR); this EIR method was
applied on a broad, program level to evaluate service to pedestrian, bicycle and
transit users. When consultants applied the original method during the preparation
of impact studies of proposed development projects, limitations were discovered in
terms of the study area, directional travel and potential inconsistent interpretations
of how the method should be applied.
Accordingly, a more robust method was developed in 2018 to calculate MMLOS for
each mode and to identify a broader range of improvements that could be
implemented to ensure the minimum operating standard would be met. As noted in
General Plan Mobility Element Policy 3-P.3, the purpose of the MMLOS methodology
is to provide a means for evaluating impacts of individual development projects, as
well as monitoring the LOS for individual streets to ensure that they are meeting the
specified standard by street type. Ultimately the MMLOS methodology was revised
to accomplish these goals and a spreadsheet-based MMLOS Tool was developed to
provide an easy-to-use way of calculating points for a specified location.
The MMLOS Tool generates a letter grade (A through F) to reflect the quality of
service provided to a user of that mode of travel. This grade is based on the
applicable attributes of the associated pedestrian, bicycle or transit mode. Examples
of the attributes used to develop the MMLOS grade for bicycle travel include
pavement condition, posted speed limit, on-street parking and buffered bike lanes.
Each attribute contributes to a point system that corresponds to a MMLOS letter
grade, when the total points for all attributes are added together. A LOS D score
indicates that the existing attributes provide the minimum acceptable service for
that mode. The MMLOS grades are determined using field data related to each
attribute used in the scoring criteria.
In FY 2018-19, bicycle and pedestrian travel modes were monitored for the first time
in the City of Carlsbad utilizing the revised MMLOS methodology. The following
typologies were monitored for bicycle and pedestrian travel modes: identity streets,
Village streets, coastal streets and school streets. Other applicable typologies (see
Table 9 for applicability per travel mode) will be reviewed in the FY 2020-21
monitoring cycle.
Since tThe existence of a City Council-adopted citywide Transportation Demand
Management (TDM) ordinance provides adequate scoring to meet the criteria for
Oct. 20, 2020 Item #4 Page 35 of 360
the MMLOS D standard for transit., transit MMLOS was not evaluated as part of this
year’s monitoring program.
Since this was the first time that Bbicycle and pedestrian travel modes were
monitored using the MMLOS Tool, staff has identified some concerns with the initial
results and underlying MMLOS methodologies. Staff intends to reevaluate the
methodologies and make refinements to the MMLOS Tool, in coordination with the
Traffic and Mobility Commission. The transit travel mode methodology will also be
revisited for possible incorporation into the MMLOS Tool. Once the refined MMLOS
Tool has been applied to the bicycle and pedestrian travel modes (and possibly to
the transit travel mode) of the FY 2018-19 street typologies, staff will report those
MMLOS results to the City Council later this year.
It should be noted that there are a variety of multimodal LOS applications currently
being used in California and nationally. However, based on the planning and
research conducted as part of the development of the city’s MMLOS methodology,
there is no MMLOS methodology currently adopted by the metropolitan planning
organization, San Diego Association of Governments (SANDAG), and there are no
“turnkey” approaches that can be directly implemented in the city. Use of any
existing multimodal LOS application being utilized elsewhere would require further
refinement to account for the unique characteristics of the City of Carlsbad roadway
network and to integrate the methodology into existing city tools and policies such
as the GMP monitoring process.
E. Exemptions to the LOS D Standard
General Plan Mobility Element Policy 3-P.9 requires the city to develop and maintain a
list of street facilities where specified modes of travel are exempt from the LOS standard
(LOS-exempt street facilities), as approved by the City Council.
Regarding vehicular LOS standards, the City Council has the authority to exempt a street
facility from the vehicular LOS standard if the street facility meets one or more of the
following criteria from General Plan Mobility Element Policy 3-P.9:
Oct. 20, 2020 Item #4 Page 36 of 360
-----
a) Acquiring the rights of way is not feasible; or
b) The proposed improvements would significantly impact the environment in an
unacceptable way and mitigation would not contribute to the nine core values of the
Carlsbad Community Vision; or
c) The proposed improvements would result in unacceptable impacts to other
community values or General Plan policies; or
d) The proposed improvements would require more than three through travel lanes in
each direction.
General Plan Mobility Element Policy 3-P.11 requires new development that adds
vehicular traffic to street facilities that are exempt from the vehicle LOS D standard to
implement:
• Transportation Demand Management (TDM) strategies that reduce the reliance on
single-occupant automobiles and assist in achieving the city’s livable streets vision;
and
• Transportation System Management (TSM) strategies that improve traffic signal
coordination and improve transit service.
Per General Plan Mobility Element Policy 3-P.10, the following four streets, and their
associated facility descriptions, are exempt from the vehicular LOS standard:
A. La Costa Avenue between Interstate-5 and El Camino Real
1. Eastbound from Interstate-5 to El Camino Real
2. Westbound from El Camino Real to Interstate-5
B. El Camino Real between Palomar Airport Road and La Costa Avenue
3. Southbound from Palomar Airport Road to Camino Vida Roble
4. Southbound from Camino Vida Roble to Poinsettia Lane
5. Southbound from Poinsettia Lane to Aviara Parkway/Alga Road
6. Southbound from Aviara Parkway/Alga Road to La Costa Avenue
7. Northbound from La Costa Avenue to Aviara Parkway/Alga Road
8. Northbound from Aviara Parkway/Alga Road to Poinsettia Lane
9. Northbound from Poinsettia Lane to Camino Vida Roble
10. Northbound from Camino Vida Roble to Palomar Airport Road
C. Palomar Airport Road between Interstate-5 and College Boulevard
11. Eastbound from Interstate-5 to Paseo del Norte
12. Eastbound from Paseo del Norte to Armada Drive
13. Eastbound from Armada Drive to College Boulevard/Aviara Parkway
14. Westbound from College Boulevard/Aviara Parkway to Armada Drive
15. Westbound from Armada Drive to Paseo del Norte
16. Westbound from Paseo del Norte to Interstate-5
Oct. 20, 2020 Item #4 Page 37 of 360
D. Palomar Airport Road between El Camino Real and Melrose Drive
17. Eastbound from El Camino Real to El Fuerte Street
18. Eastbound from El Fuerte Street to Melrose Drive
19. Westbound from Melrose Drive to El Fuerte Street
20. Westbound from El Fuerte Street to El Camino Real
On Dec. 17, 2019, City Council determined four street facilities to be operating at
deficient levels of service. One of these deficient street facilities is southbound College
Boulevard from Aston Avenue to Palomar Airport Road, and City Council expedited a CIP
project to fully address this deficiency by adding a southbound right turn lane and
converting the existing right turn lane into a second southbound through lane on
College Boulevard at the intersection of Palomar Airport Road (CIP Project No. 6028).
On Dec. 17, 2019, City Council determined the following three deficient street facilities
to be built-out and exempt from the LOS performance standard, pursuiant to General
Plan Mobility Element Policy 3-P.9 (Resolution 2019-270). No changes have occurred
since the adoption of this resolution which would warrant un-exempting these street
facilities:
21. Southbound El Camino Real from the Oceanside city limits to Marron
Road
22. Northbound El Camino Real from Marron Road to the Oceanside city
limits
23. Southbound Melrose Drive from the Vista city limits to Palomar Airport
Road
On June 9, 2020, City Council determined the following four street facilities to be
deficient, built-out and exempt from the LOS performance standard, pursuiant to
General Plan Mobility Element Policy 3-P.9 (Resolution 2019-270). No changes have
occurred since the adoption of this resolution which would warrant un-exempting these
street facilities:
24. Southbound El Camino Real from Cannon Road to College Boulevard
25. Northbound El Camino Real from College Boulevard to Cannon Road
26. Eastbound Cannon Road from El Camino Real to College Boulevard
27. Westbound Cannon Road from College Boulevard to El Camino Real
Each of the exempt street facilities was monitored this cycle and evaluated against the
vehicular LOS standard. The results of this evaluation are summarized in Table 10.
Oct. 20, 2020 Item #4 Page 38 of 360
Table 10: Vehicleular LOS Exempt Street Facilities
Street Facility From To LOS
(a.m./p.m.)
Meets
Vehicular LOS
Standard?
1. La Costa Avenue Interstate-5 El Camino Real B/C Yes
2. La Costa Avenue El Camino Real Interstate-5 F/B No
3. El Camino Real Palomar Airport Road Camino Vida Roble D/D Yes
4. El Camino Real Camino Vida Roble Poinsettia Lane C/C Yes
5. El Camino Real Poinsettia Lane Aviara Parkway/ Alga
Road
C/C Yes
6. El Camino Real Aviara Parkway/ Alga
Road
La Costa Avenue F/F No
7. El Camino Real La Costa Avenue Aviara Parkway/ Alga
Road
C/C Yes
8. El Camino Real Aviara Parkway/ Alga
Road
Poinsettia Lane C/C Yes
9. El Camino Real Poinsettia Lane Camino Vida Roble C/C Yes
10. El Camino Real Camino Vida Roble Palomar Airport Road D/D Yes
11. Palomar Airport
Road
Interstate-5 Paseo del Norte F/F No
12. Palomar Airport
Road
Paseo del Norte Armada Drive D/D Yes
13. Palomar Airport
Road
Armada Drive College
Boulevard/Aviara
Parkway
C/C Yes
14. Palomar Airport
Road
College Boulevard/
Aviara Parkway
Armada Drive C/C Yes
15. Palomar Airport
Road
Armada Drive Paseo del Norte C/D Yes
16. Palomar Airport
Road
Paseo del Norte Interstate-5 F/F No
17. Palomar Airport
Road
El Camino Real El Fuerte Street C/C Yes
18. Palomar Airport
Road
El Fuerte Street Melrose Drive C/F No
19. Palomar Airport
Road
Melrose Drive El Fuerte Street F/C No
20. Palomar Airport
Road
El Fuerte Street El Camino Real C/C Yes
21. El Camino Real Oceanside city limits Marron Road E/F No
22. El Camino Real Marron Road Oceanside city limits F/F No
23. Melrose Drive Vista city limits Palomar Airport Road F/E No
24. El Camino Real Cannon Road College Boulevard C/F No
25. El Camino Real College Boulevard Cannon Road F/B No
26. Cannon Road El Camino Real College Boulevard D/F No
27. Cannon Road College Boulevard El Camino Real E/D No
Oct. 20, 2020 Item #4 Page 39 of 360
F. FY 2018-19 Facility Adequacy Analysis
The following vehicular LOS and MMLOS results are based on the data reported in the
2018-19 Traffic Monitoring Program City of Carlsbad Growth Management Plan.
1. Vehicular LOS
Except where noted below, vehicular LOS grades reflect traffic data gathered in the
spring of 2019. The LOS results for the vehicular mode are illustrated in Figure 4.
Table 11 summarizes the street facilities that: a) are subject to the vehicular LOS
standard, b) do not meet the vehicular LOS D standard, and c) do not yet have an
exemption approved by City Council. As discussed in section E above, CIP Project No.
6028 is expected to address the deficiency on southbound College Boulevard from
Aston Avenue to Palomar Airport Road.
The traffic counts collected along El Camino Real between Tamarack Avenue and
Cannon Road in spring of 2019 were inconsistent with historical data. To verify the
data, staff recounted the facility and collected additional counts for each segment
comprising the facility in the fall of 2019 while school was in session. The a.m. peak
hour traffic volume for the segment between Lisa Street and Cannon Road exceeded
capacity (or LOS F) in the southbound direction of travel; therefore, the entire
facility is reported as LOS F according to the Highway Capacity Manual. Figure 4 and
Table 11 identify the facility of El Camino Real southbound from Tamarack Avenue
to Cannon Road as failing to meet the vehicular LOS standard.
Table 12 lists the street facilities reported as LOS D. As part of the next monitoring
cycle, traffic volumes will be collected on each segment comprising a facility. If a
traffic volume reported on one or more segments along that facility exceeds the
capacity (or LOS F), the entire facility will be reported as LOS F. Otherwise, the
facility will be reported as LOS D. This approach is consistent with the Highway
Capacity Manual as discussed in section D. Following this report, city staff will
deliver a more detailed report with recommendations of facilities for exemption
and/or proposed project improvements to address these identified deficiencies to
the City Council on the vehicle LOS reported in the table below and shown in Figure
4.
Oct. 20, 2020 Item #4 Page 40 of 360
Figure 4: Vehicular Level of Service (LOS) Results
Oct. 20, 2020 Item #4 Page 41 of 360
-A
-B
-c
-o
E
-F
■ ■ • • Roadway Exempt
CJ Carlsbad Boundaries
• 0 0.5 1 2
Miles
Table 11: Non-exempt Street Facilities Not Meeting Vehicular LOS D Standard
Street
Facility From To Direction of
Travel
Affected Local
Facility
Management
Zone (LFMZ)
Level of
Service
(LOS)
AM PM
1. College
Blvd.
Carlsbad
Village
Drive
Oceanside
City Limits
Northbound
7 D E
2. College
Blvd.1
Aston
Avenue
Palomar
Airport Road
Southbound 5 B F
3. Cannon
Road
Avenida
Encinas
Paseo del
Norte
Eastbound 3 F E
4. Cannon
Road
Paseo del
Norte
Avenida
Encinas
Westbound 13, 3 E F
5. Palomar
Airport Road
2
Avenida
Encinas
Paseo del
Norte
Eastbound
3 F F
6. Palomar
Airport Road
2
Paseo del
Norte
Avenida
Encinas
Westbound
3 F F
7. El Camino
Real
Tamarack
Avenue Cannon Road Southbound 1, 8 F C
Note:
1. The street facility has been reviewed by the City Council and the appropriate mitigation measure
has been identified.
2. Palomar Airport Road is exempt from the LOS D standard for the section of the corridor between
Interstate-5 and College Boulevard. The non-exempt section of Palomar Airport Road between
Avenida Encinas and Interstate-5 does not meet the LOS D standard.
Oct. 20, 2020 Item #4 Page 42 of 360
Table 12: Non-Exempt Street Facilities Reported with Vehicular LOS D
Street Facility From To Direction of
Travel
Level of Service
(LOS)
AM PM
a. El Camino Real La Costa Avenue Encinitas City
Limits Southbound D C
b. College Boulevard Oceanside City
Limits
Carlsbad Village
Drive Southbound D D
c. College Boulevard Cannon Road Carlsbad Village
Drive Northbound C D
d. College Boulevard Carlsbad Village
Drive Cannon Road Southbound D C
e. College Boulevard El Camino Real Aston Avenue Southbound D D
f. College Boulevard Aston Avenue El Camino Real Northbound D D
g. Aviara Parkway Palomar Airport
Road Poinsettia Lane Southbound D D
h. Aviara Parkway Poinsettia Lane Palomar Airport
Road Northbound D D
i. Rancho Santa Fe Road Calle Barcelona La Costa Avenue Northbound C D
j. Cannon Road Legoland Drive Faraday Ave Eastbound C D
Multimodal Level of Service Monitoring
For the first time in the city’s history, bBicycle and pedestrian travel modes were
monitored in FY 2018-19. Since this was the first time that staff monitored bicycle
and pedestrian travel modes using the MMLOS Tool for monitoring purposes, sStaff
identified some concerns with the initial results related to the MMLOS methodology.
Due to these concerns, this report does not include MMLOS results.
Staff intends to reevaluate the methodologies and make refinements to the MMLOS
Tool, in coordination with the Traffic and Mobility Commission. The transit travel
mode methodology will also be revisited for possible incorporation into the MMLOS
Tool. Once the refined MMLOS Tool has been applied to the bicycle and pedestrian
travel modes (and possibly to the transit travel mode) of the FY 2018-19 street
typologies, staff will report those MMLOS results to the City Council later this year.
Examples of areas where the MMLOS methodology may be refined include its
approach to the analysis of the Americans with Disabilities Act (ADA) accessibility. In
addition, special consideration will need to be given on how to adequately analyze
“Alternative Design Streets.” Alternative Design Streets, described in detail below,
typically do not have sidewalks and do not meet the current pedestrian LOS D
standard.
Oct. 20, 2020 Item #4 Page 43 of 360
Alternative Design Streets
Several street facilities analyzed for pedestrian LOS include “Alternative Design
Streets,” which is a designation given to certain streets within the City of Carlsbad in
2000 through the recommendations of the Street and Sidewalk Policy Committee.
Regarding Alternative Design Streets, Carlsbad Municipal Code (CMC) Section
18.40.100 states: “The street fronting on the subject property has already been
improved to the maximum feasible and desirable state, recognizing there are some
such streets which may have less than standard improvements when necessary to
preserve the character of the neighborhood.”
Maintaining these streets in their narrow, less formal configuration was deemed to
be important to preserve the character of the existing neighborhoods. Typically,
these streets do not have sidewalks, curbs or gutters; are narrower than standard
streets; allow off-pavement parking and generally have a rural appearance. Due to
the lack of sidewalks, these streets do not meet the current pedestrian MMLOS D
standard. Improvements to the Alternative Design Streets are only to be considered
if an “Alternative Street Design Approval Process” is followed, which includes
significant community involvement. Absent this process, any street improvements
that would be required due to a deficient pedestrian MMLOS score are deferred
through a neighborhood improvement agreement.
In 2015, when the City Council amended its circulation performance standard to
include consideration of non-vehicular modes of transportation, the City did not
intend to apply the standard retroactively, i.e., in the absence of new
development. Rather, the intent was to require implementation “concurrent” with
new development, as contemplated under CMC Section 21.90.045. The City did not
intend to initiate a City-wide public works project to fix existing non-vehicular
deficiencies or to halt all development until every pedestrian path and bike facility
met the City’s new MMLOS standards.
Similar approaches were utilized for the City’s other CFIP performance
standards. For example, the City’s 1986 CFIP explained, “The preceding map
highlights those areas of the city which will be required to comply with the open
space performance standard. The other areas of the city are already developed.”
(See also Friends of H Street v. City of Sacramento (1993) 20 Cal.App.4th 152
[statutory requirements addressed future growth and did not require local
governments to bring existing neighborhoods and streets into compliance with
general plan.])
Transit MMLOS
Transit facilities were not monitored this year because aAll segments meet the
MMLOS D standard. Specifically, the existence of a City Council-adopted citywide
TDM ordinance provides adequate scoring to meet the criteria for the MMLOS D
standard for transit. Along with the refinement of the pedestrian and bicycle
Oct. 20, 2020 Item #4 Page 44 of 360
MMLOS methodologies and in coordination with the Traffic and Mobility
Commission, staff will review the transit MMLOS methodology to determine if it is
the best approach to monitor and report the level of service related to transit and
refine or change the methodology as necessary. Results of the refined MMLOS Tool,
including for transit, will be reported to City Council later this year.
G. Buildout Facility Adequacy Analysis
The 2015 General Plan EIR evaluated how buildout of the land uses planned by the General
Plan will impact the vehicle, pedestrian, bicycle and transit levels of service, and identified
that additional circulation facilities may need to be constructed to meet the GMP
performance standard at buildout. The following summary provides the results of that
evaluation:
Vehicular Level of Service at Buildout
• Additional future road segments (extensions of College Boulevard, Poinsettia Lane and
Camino Junipero) needed to accommodate the city’s future growth were identified as
part of the General Plan update. The General Plan Mobility Element identifies these
needed future road segments as “Planned City of Carlsbad Street Capacity
Improvements.”
• The General Plan also called out the need to implement the scheduled Interstate-5
North Coast Project and Interstate-5/Interstate-78 Interchange Improvement Project
that are needed to accommodate future growth.
• The CIP funds projects that will upgrade the LOS including several roadway widenings
along El Camino Real near College Boulevard (northbound), La Costa Avenue
(southbound) and Cassia Road (northbound). There is also a CIP project to add a second
southbound through lane and dedicated right lane on southbound College Boulevard
that is expected to address the deficiency reported on College Boulevard (southbound)
from Aston Avenue to Palomar Airport Road.
• The General Plan EIR identifies TDM and TSM as mitigation measures for roadway
sections that have been determined to be LOS-exempt.
H. Next Steps
Carlsbad Municipal Code Section 21.90.130 (c) states:
If at any time it appears to the satisfaction of the city manager that facilities or
improvements within a facilities management zone or zones are inadequate to
accommodate any further development within that zone or that the performance
standards adopted pursuant to Section 21.90.100 are not being met, he or she shall
immediately report the deficiency to the council. If the council determines that a
deficiency exists, then no further building or development permits shall be issued
within the affected zone or zones and development shall cease until an amendment
Oct. 20, 2020 Item #4 Page 45 of 360
to the city-wide facilities and improvements plan or applicable local facilities
management plan which addresses the deficiency is approved by the city council and
the performance standard is met.
Two separate staff reports will be presented to City Council. The firstA staff report will
havebeen prepared on this Mmonitoring Rreport and its present the Vehicle LOS analysis
results that willresults will include a list identifying vehicular facilities that: (a) are subject to
the LOS standard, (and b) do not meet the appropriate LOS D standard, .and (c) The second
staff report will be subsequently presented to City Council and include the following:
• a list of projects that could be implemented to meet the Vehicle LOS D standard
• a list of the street facilities that meet the conditions for an exemption
• a request that City Council determine which of these facilities are deficient and
which ones should be exempted
• recommendations to address outstanding deficiencies
• recommendations regarding exempt street facilities that currently meet the LOS
standard.
Staff will initiate a task order with a consultant to update and revise the pedestrian, bicycle
and transit MMLOS methodologies. Staff will gather stakeholder feedback on the MMLOS
Tool, including from the Traffic and Mobility Commission, to guide this process. Based on
the feedback received, staff will update the MMLOS methodologies accordingly and present
to the Traffic and Mobility Commission for a recommendation to City Council for approval.
Once City Council has approved the refined MMLOS Tool, staff will apply it to the city
streets monitored in FY 2018-19 and present the MMLOS results to City Council later this
year.
Oct. 20, 2020 Item #4 Page 46 of 360
FIRE
A. Performance Standard
No more than 1,500 dwelling units outside of a five-minute response time.
B. FY 2018-19 Facility Adequacy Analysis
The city’s fire facilities are in compliance with the Growth Management performance
standard. There are no more than 1,500 dwelling units outside of a five-minute response
distance from any of the city’s six fire stations.
The intent of the growth management standard, as applied to fire facilities, is to establish the
distribution of station locations, based upon response distances. At the time the Growth
Management Plan was developed, scientific fire behavior information and recognized best
practices supported the position that a response time of five minutes would result in effective
fire incident intervention. Because the Growth Management Plan provides no other trigger
mechanism for the installation of additional fire stations, it follows that up to 1,500 dwelling
units could exist outside the five-minute reach of the closest fire station for an indeterminate
length of time without violating the growth management standard. The five-minute response
distance measure was selected exclusively as a means of geographically positioning fire
stations throughout the city. Therefore, the standard is applied as a means of measuring
compliance with locating fire facilities in accordance with the Growth Management Plan, not
the performance of the Fire Department in meeting service responsibilities.
C. Buildout Facility Adequacy Analysis
At buildout, the established threshold of more than 1,500 units that exist outside of a five
minute response distance will not be exceeded for any of the fire stations.
To determine if fire facilities comply with the Growth Management Plan at buildout, the
city’s Geographic Information System Department (GIS) created a map based upon the
following information:
• Existing fire station locations
• Anticipated future development
• 2.5-mile road distance from each of the six fire stations (five minute response time
equates to road driving distance of 2.5 miles);
• All planned, major roadway arterials; and
• The number of dwelling units projected at buildout that will be located outside of
the 2.5-mile road (5 minute) distance from each fire station.
The GIS map, based upon the above-noted assumptions, revealed the following findings:
Oct. 20, 2020 Item #4 Page 47 of 360
Fire Station Number Total number of dwelling units outside of five minutes
1,3 & 4 (aggregated) 1,227
2 902
5 392
6 1,185
As noted above, the GIS map analysis revealed that at build out, the city’s existing and
planned fire facilities will meet the growth management performance standard (i.e. the total
number of dwelling units that will exist outside of a five-minute response distance from the
nearest fire station will not exceed the threshold of 1,500 units).
Oct. 20, 2020 Item #4 Page 48 of 360
OPEN SPACE
A. Performance Standard
Fifteen percent of the total land area in the Local Facility Management Zone (LFMZ) exclusive
of environmentally constrained non-developable land must be set aside for permanent open
space and must be available concurrent with development.
B. FY 2018-19 Facility Adequacy Analysis
To date, adequate open space has been provided to meet the performance standard.
Open space to meet the performance standard is provided concurrent with approval of
development projects. The location of performance standard open space must be indicated
during project-specific analysis. It must be in addition to any constrained areas, such as
protected wildlife habitat or slopes greater than 40%. At the time the Citywide Facilities and
Improvements Plan was adopted (1986), the LFMZ’s were divided into: a) those that were
considered already developed or in compliance with the growth management open space
performance standard, and b) those that still needed to comply with the standard.
a) In 1986 at the time of the CFIP adoption, LFMZs 1 through 10, and 16 were considered
to be already developed or in compliance with the open space performance
standard12.
In addition, Ordinance No. 9808 provided exemptions from the Growth Management
Plan and all of the performance standards for a number of projects that were
approved and/or in process at that time. These projects are also listed in a memo to
the City Manager on June 10, 1986.
In the case of LFMZ 9, the zone boundaries coincide with the project boundaries of
the Batiquitos Lagoon Educational Park Master Plan (MP 175, approved 10-22-1985),
which was exempted from growth management by Section 21.90.030(g) of Ordinance
No. 9808 if certain restrictions were met, including a dedication of open space13. In
anticipation of future construction, the developer of MP 175 dedicated the necessary
open space properties, completing that portion of the requirement for 21.90.030(g)14.
Although MP 175 ultimately was never constructed, these open space dedications
were maintained and became part of the open space for the project that followed,
12 City Council Resolution No. 8797
13 The restriction for open space required that “Prior to approval of the final map for Phase I the master plan developer
shall have agreed to participate in the restoration of a significant lagoon and wetland resource area and made any
dedications of property necessary to accomplish the restoration”.
14 City Council Resolution No. 8666 contained an agreement between the city and the developer for the open space
property dedications noted above.
Oct. 20, 2020 Item #4 Page 49 of 360
the Poinsettia Shores Master Plan (MP 175(D), approved 01-18-94), and are the basis
for how MP 175(D) and LFMZ 9 complied with the growth management open space
performance standard15.
b) The remaining LFMZs were required to comply with the performance standard.
Subsequent to the adoption of the CFIP, LFMZs 11-15, 17-21, and 23-25 have provided
adequate open space to meet the performance standard concurrent with
development.
LFMZ 22 has not yet met the performance standard, and as future development
occurs, additional open space will be required.
C. Buildout Facility Adequacy Analysis
As discussed above, all LFMZs, except for Zone 22, have met the growth management open
space performance standard. Future projects in LFMZ 22 must provide open space in
compliance with the performance standard.
15 Poinsettia Shores Master Plan, pages 4 and 22. The master plan states “the Growth Management Open Space
standard is already met for Zone 9 through the earlier preservation of the sensitive bluffs and slopes”.
Oct. 20, 2020 Item #4 Page 50 of 360
SCHOOLS
A. Performance Standard
School capacity to meet projected enrollment within the Local Facility Management Zone
(LFMZ) as determined by the appropriate school district must be provided prior to projected
occupancy.
B. FY 2018-19 Facility Adequacy Analysis
Currently, school capacity is in compliance with the growth management school performance
standard (see below). The city is served by four school districts as listed below:
1. Carlsbad Unified School District (CUSD)
According to both the district’s Long Range Facility Master Plan (approved Jan. 17, 2018)
and CUSD staff, the district can accommodate both the current enrollment levels and
expected future growth. The master plan indicates that the district has plans for
accommodating projected student enrollment levels through the next 15-20 years, which
includes proposals for renovating and replacing a variety of school facilities.
2. San Marcos Unified School District (SMUSD)
SMUSD staff indicated that the schools serving Carlsbad are currently at maximum
capacity, but that will-serve letters are still being issued by SMUSD for proposed
developments in the part of Carlsbad that is served by SMUSD schools, and that the
schools serving Carlsbad could accommodate the expected future growth within this area.
SMUSD completed construction in August 2019 of the La Costa Meadows Elementary
School Reconstruction Project, which reconstructed and modernized the school, and also
increased student capacity by 80 seats.
3. Encinitas Union Elementary School District
According to student enrollment and school capacity information provided by the school
district, sufficient student capacity exists for the 2018-19 school year for schools serving
Carlsbad.
4. San Dieguito Union High School District
According to student enrollment and school capacity information provided by the school
district, sufficient student capacity exists for the 2018-19 school year for schools serving
Carlsbad.
C. Buildout Facility Adequacy Analysis
Based on Chapter 3.11 of the 2015 General Plan EIR, for all school districts at all grade levels,
capacity is expected to be sufficient for the buildout student population with no need for
additional schools.
Oct. 20, 2020 Item #4 Page 51 of 360
SEWER COLLECTION SERVICES
A. Performance Standard
Trunk-line capacity to meet demand, as determined by the appropriate sewer districts, must
be provided concurrent with development.
B. FY 2018-19 Facility Adequacy Analysis
Sewer improvements are provided on a project by project basis concurrent with
development. Currently, the City of Carlsbad’s sewer service area pipelines comply with the
growth management performance standard. The sewer agencies that provide sewer
collection systems within the city include: Carlsbad, Leucadia Wastewater District and
Vallecitos Water District. Each agency indicates that they currently have adequate
conveyance capacity in place to meet Carlsbad’s sewer collection demands.
The City of Carlsbad is served by the following four major interceptor systems:
16 Million gallons per day (MGD)
17 The downstream sections (NB8 and NB9) of the North Batiquitos Sewer, often referred to as Ponto Sewer
and originally termed the Occidental Sewer
Interceptor System Sewer Districts Served Carlsbad Capacity Rights16
Vista/Carlsbad Interceptor City of Carlsbad & City of Vista
Ranges from
1.0 MGD up to 41.8 MGD (3.3%
to 50%)
Buena Interceptor City of Carlsbad & Buena
Sanitation District
Ranges from
1.2 MGD up to 3.6 MGD (18% to
35%)
Vallecitos Interceptor
City of Carlsbad, Buena
Sanitation District & Vallecitos
Water District
5 MGD
Occidental Sewer17 City of Carlsbad, City of Encinitas
& Leucadia Waste Water District 8.5 MGD (40%)
North Agua Hedionda
Interceptor City of Carlsbad 6 MGD (100%)
South Agua Hedionda
Interceptor City of Carlsbad 4.7 MGD (100%)
Oct. 20, 2020 Item #4 Page 52 of 360
For both the Vista/Carlsbad Interceptor and the Buena Interceptor, the percentage of
Carlsbad capacity rights increases in the downstream reaches of each interceptor system
(3.3% in the upstream reaches as they enter the Carlsbad service area and up to 35% or 50%
in the downstream reaches for Buena Interceptor and Vista/Carlsbad Interceptor,
respectively as they enter the Encina Water Pollution Control Facility).
C. Buildout Facility Adequacy Analysis
The City of Carlsbad 2019 Sewer Master Plan Update evaluated the sewer infrastructure
needs of the Carlsbad sewer service area and identified facilities required to accommodate
future sewer flows at buildout. The master plan identified the Vista/Carlsbad Interceptor and
Buena Interceptor as requiring improvements to accommodate build-out demand (see
below). Sewer trunk main adequacy is estimated by comparing wastewater flow projections
to the capacity of the sewer system using a computer model. Annual sewer flow
measurements are used to assess actual flows and to evaluate capacity in the sewers.
Collection system improvements to meet buildout conditions are identified at three
locations: Faraday Avenue, Poinsettia Avenue and Kelly Drive. These projects are
programmed in the CIP.
The adequacy of major sewer facilities for buildout conditions is summarized as follows:
Vista/Carlsbad Interceptor: The City’s 2019 Sewer Master Plan Update indicates that
portions of the V/C Interceptor do not satisfy buildout system flows. Hydraulic model results
indicate that the 36-inch diameter gravity mains of Reach VC-3 are insufficient to convey
buildout flows. Most of reach VC-3 consists of 36-inch diameter gravity main and is scheduled
for upsizing to 42 inches as a future CIP project to meet buildout flows.
Buena Interceptor: The Buena Interceptor is currently shared by Vista and Carlsbad and,
although the city’s wastewater flows are not projected to exceed its capacity rights, the
combined flows of Buena Sanitation District and City of Carlsbad during peak wet weather
periods exceed the design capacity criterion. As a result, Buena Sanitation District is
constructing a parallel trunk sewer which will allow flow from Buena Sanitation District to be
diverted to the parallel trunk sewer. Once completed in 2020, the City of Carlsbad will be the
only agency with flows remaining in the existing Buena Interceptor and peak wet weather
flow at buildout conditions would reach 7.3 mgd or approximately 69 percent of pipe
capacity.
Oct. 20, 2020 Item #4 Page 53 of 360
WATER DISTRIBUTION SERVICES
A. Performance Standard
Line capacity to meet demand as determined by the appropriate water district must be
provided concurrent with development. A minimum of 10-day average storage capacity must
be provided prior to any development.
B. FY 2018-19 Facility Adequacy Analysis
Carlsbad’s water distribution is provided by three agencies including the Carlsbad Municipal
Water District (CMWD) serving 32.32 square miles (82.7 percent of the city), Olivenhain
Municipal Water District (OMWD) serving 5.28 square miles (13.5 percent of the city), and
Vallecitos Water District (VWD) serving 1.48 square miles (3.8 percent of the city). These
districts indicate that they have adequate capacity to meet the growth management
performance standard.
Water service demand requirements are estimated using a computer model to simulate two
water distribution scenarios: 1) maximum day demand plus a fire event; 2) peak hour
demand. This computer model was calibrated using actual flow measurements collected in
the field to verify it sufficiently represents the actual water system.
Existing (2014 baseline year) and future (2040) daily demand and storage requirements for
CMWD, which is a subsidiary district of the City of Carlsbad, from the CMWD 2019 Potable
Water Master Plan are shown below:
Water Demand Flow Rate 18
Existing Maximum Day Demand 24.1 MGD
Future Maximum Day Demand 29.6 MGD
Water Storage Volume19
Existing Storage Requirement 35.4 MG
Existing Storage Capacity 47.5 MG (excluding Maerkle Dam storage)
Based on the water model analysis prepared for the CMWD 2019 Potable Water Master Plan,
future pipelines and water system facilities were identified to ensure water system
improvements are constructed to accommodate future customers. In addition, funds for the
construction of future facilities are included in the Capital Improvement Program. Therefore,
the future water infrastructure is programmed to be in place at the time of need to ensure
compliance with the performance standard.
18 Million gallons per day (MGD)
19 Million gallons (MG)
Oct. 20, 2020 Item #4 Page 54 of 360
Within the CMWD service area the existing average daily potable water demand for the
previous five years is shown below:
Fiscal Year MGD
2014-15 13.6
2015-16 11.4
2016-17 12.1
2017-18 13.4
2018-19 13.1
Compared to the average daily flow of 18.2 MGD in FY 2007-08, the lower water demand is a
result of (1) implementing a new tiered water rate structure to encourage water
conservation, (2) in 2009, a campaign was initiated to reduce customer consumption by the
wholesale water agencies, (3) the persisting drought has forced voluntary and mandatory
conservation measures in 2015, and (4) beginning in 2008 an expansion of CMWD’s recycled
water system lowered potable water consumption. Water conservation by CMWD customers
has resulted in an overall reduction in per capita consumption.
The 10-day storage requirement is a city growth management performance standard and a
planning criterion to accommodate pipeline maintenance recommended by the San Diego
County Water Authority. To meet the requirement, CMWD needs 131 MG of storage capacity
based on the average water demand identified in the 2019 Potable Water Master Plan and
187 MG for buildout conditions. CMWD has a total storage capacity of 242.5 MG which
consists of 195 MG of storage capacity at Maerkle Dam and 47.5 MG of storage capacity in
various storage tanks throughout the distribution system.
CMWD also has interagency agreements with OMWD, VWD and Oceanside to provide
additional supply if needed. In 2004, the OMWD completed construction of a water
treatment facility at the San Diego County Water Authority Emergency Storage Reservoir,
which provides the storage necessary to meet the 10-day storage criterion for OMWD.
VWD’s average day demand is 14.8 MGD with an existing storage capacity of 120.5 MG.
Through interagency sharing arrangements, VWD can obtain additional water supplies to
meet a 10-day restriction on imported water supply.
C. Buildout Facility Adequacy Analysis
As proposed land development projects are reviewed by the city, the Water Master Plans
from CMWD, OMWD, and VWD are consulted to check pipeline sizes and facility capacities
to verify adequacy to support the water needs of the project and city. To comply with water
master plan requirements, land development projects may be required to construct a master
plan water project concurrent with construction of the development project.
Oct. 20, 2020 Item #4 Page 55 of 360
The CMWD 2019 Potable Water Master Plan identifies facilities necessary to meet water
demands for buildout within its service area. These consist of new pipelines and pipeline
rehabilitation projects that are programmed into the CIP, some of which may be constructed
concurrently with new development projects in the northeastern portion of the city.
The 2019 Potable Water Master Plan identified that no additional storage is required to meet
the future storage requirements, due in part to conservation measures and expansion of
CMWD’s recycled water system. One pump station is identified as having a 12% capacity
deficiency for buildout which can be addressed through the CIP via pump station
improvements.
Oct. 20, 2020 Item #4 Page 56 of 360
EXHIBIT 1
CITY OF CARLSBAD
Fiscal Year 2018-19
Growth Management Plan Monitoring Report
July 1, 2018 through June 30, 2019
Submitted to City Council on Aug. 27, 2020
Circulation Section Revised Oct. 13, 2020
Carlsbad City Council
Matt Hall, Mayor
Priya Bhat-Patel
Keith Blackburn
Cori Schumacher
Report prepared in cooperation with the following departments:
Community Development
Fire
Parks & Recreation
Library and Cultural Arts
Transportation
Utilities
Carlsbad Municipal Water District
Oct. 20, 2020 Item #4 Page 57 of 360
Introduction
Carlsbad Municipal Code Section 21.90.130(d) requires the preparation of an annual monitoring
report on the Growth Management Plan. This report satisfies this requirement by providing
information regarding the status of the Carlsbad Growth Management Plan for the fiscal year
covering July 1, 2018 – June 30, 2019, and to verify that the plan is continuing to accomplish its stated
objectives. The primary objectives of the Growth Management Plan are to ensure that adequate
public facilities are provided concurrent with growth, and to assure compliance with the ultimate
dwelling unit limitations that were established by Proposition E, which was passed by voters in 1986.
Pursuant to the code section, the report is provided to the city council for review.
Performance Standards
Proposition E established broad guidelines for determining adequacy of public facilities. These
guidelines are further defined in the Citywide Facilities and Improvements Plan by means of specific
performance standards for each of the eleven public facilities. These public facilities, their
performance standards, status, and anticipated adequacy at buildout are outlined in Table 1 and
Table 2, as follows:
TABLE 1 – PERFORMANCE STANDARDS
Public Facility Performance Standard More Information
on Page
City Administrative
Facilities
1,500 sq. ft. per 1,000 population must be
scheduled for construction within a five-year
period or prior to construction of 6,250 dwelling
units, beginning at the time the need is first
identified.
12
Library
800 sq. ft. (of library space) per 1,000 population
must be scheduled for construction within a five-
year period or prior to construction of 6,250
dwelling units, beginning at the time the need is
first identified.
14
Wastewater
Treatment Capacity
Sewer plant capacity is adequate for at least a
five-year period. 16
Parks
3.0 acres of Community Park or Special Use Area
per 1,000 population within the Park District must
be scheduled for construction within a five year
period beginning at the time the need is first
identified. The five year period shall not
commence prior to August 22, 2017.
17
Drainage Drainage facilities must be provided as required
by the city concurrent with development. 19
Oct. 20, 2020 Item #4 Page 58 of 360
Public Facility Performance Standard More Information
on Page
Circulation
Implement a comprehensive livable streets
network that serves all users of the system –
vehicles, pedestrians, bicycles and public transit.
Maintain LOS D or better for all modes that are
subject to this multi-modal level of service
(MMLOS) standard, as identified in Table 3-1 of
the General Plan Mobility Element, excluding LOS
exempt intersections and streets approved by the
City Council.
21
Fire No more than 1,500 dwelling units outside of a
five-minute response time. 36
Open Space
Fifteen percent of the total land area in the Local
Facility Management Zone (LFMZ) exclusive of
environmentally constrained non-developable
land must be set aside for permanent open space
and must be available concurrent with
development.
38
Schools
School capacity to meet projected enrollment
within the Local Facility Management Zone
(LFMZ) as determined by the appropriate school
district must be provided prior to projected
occupancy.
40
Sewer Collection
System
Trunk-line capacity to meet demand, as
determined by the appropriate sewer districts,
must be provided concurrent with development.
41
Water Distribution
System
Line capacity to meet demand as determined by
the appropriate water district must be provided
concurrent with development. A minimum of 10-
day average storage capacity must be provided
prior to any development.
43
TABLE 2 – FACILITY ADEQUACY STATUS
Public Facility FY 2018-19 Adequacy Status
(Meets performance standard?)
Buildout Adequacy Status
(Meets performance standard?)
City Administrative
Facilities
Yes Yes
Library Yes Additional facilities to be provided
Wastewater
Treatment Capacity
Yes Yes
Parks Yes Additional facilities to be provided
Drainage Yes Additional facilities to be provided
Oct. 20, 2020 Item #4 Page 59 of 360
Public Facility FY 2018-19 Adequacy Status
(Meets performance standard?)
Buildout Adequacy Status
(Meets performance standard?)
Circulation No Additional facilities to be provided
Fire Yes Yes
Open Space Yes Additional facilities to be provided
Schools Yes Yes
Sewer Collection
System
Yes Additional facilities to be provided
Water Distribution
System
Yes Additional facilities to be provided
What Happens if Facilities Do Not Meet the Performance Standard?
The Growth Management Plan requires development activity to stop if a performance standard is
not being met (however, the city cannot enforce a moratorium on residential development.1 Some
performance standards apply to the city as a whole, and others apply to more specific areas, as
described below:
• Administrative facilities, library, and wastewater treatment capacity are facilities that serve the
entire city. Their adequacy in meeting the performance standard is analyzed by considering the
cumulative impact of citywide development. The failure of any one of these facilities to meet
the adopted performance standard would affect the city as a whole. In that event, all
development in the city would be halted until the deficiency is corrected.
• Parks are analyzed on a quadrant basis. This means that if the standard is not being met in the
quadrant, development is halted for all Local Facility Management Zones (LFMZs, see
description below) in the quadrant.
• Fire facilities are analyzed on the basis of fire station districts which can comprise multiple
LFMZs, and if the standard is not met for a district, then development would be halted in that
district.
• The remaining facilities (drainage, circulation, open space, schools, sewer collection system, and
water distribution system) are analyzed on an LFMZ basis. If one of these facilities falls below
the performance standard in a given LFMZ, development in that LFMZ would stop and other
zones would not be affected if they are continuing to meet all performance standards.
Local Facility Management Zone Plans
The Citywide Facilities and Improvements Plan divided the city into twenty-five Local Facilities
Management Zones (LFMZ). Each LFMZ is required to have an adopted Local Facilities Management
Plan (LFMP) prior to any development in the LFMZ. Consistent with the Growth Management Plan,
the LFMP must do the following: describe how the LFMZ will be developed, how compliance with the
Growth Management Plan standards will be achieved, how the necessary public facilities will be
1 Pursuant to an opinion issued on April 17, 2020, the California Department of Housing and Community Development finds that the housing development moratorium adopted pursuant to the City’s GMP would be impermissible under
California Government Code Section 66300 (Housing Crisis Act of 2019)
Oct. 20, 2020 Item #4 Page 60 of 360
provided, and what financing mechanisms will be used for the facilities. All twenty-five LFMZs have
an adopted LFMP. Please see Figure 1 for the general boundaries and locations of the LFMZs.
Oct. 20, 2020 Item #4 Page 61 of 360
Population as a Measurement for Facility Performance Standards
Oct. 20, 2020 Item #4 Page 62 of 360
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As indicated in Table 1, above, the performance standards for city administrative facilities, library
facilities, and parks are stated in terms of population. The demand for these facilities is based on
each new dwelling unit built and the estimated number of new residents it adds to the city, which is
determined using the average number of persons per dwelling unit. Utilizing data from the 2010
Federal Census (total population divided by total number of dwelling units), the average for Carlsbad
is 2.358 persons per dwelling unit.
As of June 30, 2019, the city’s population is estimated to be 111,607, which is calculated by
multiplying 2.358 persons per dwelling unit by the number of dwelling units, accessory dwelling units,
and commercial living units (which were counted as dwelling units in the 2010 Federal Census); in
total there are 47,286 dwellings and commercial living units, as shown in Table 3 below.
TABLE 3 – FY 2018-19 POPULATION CALCULATION
Quadrant Dwelling
units 2
Accessory
dwelling units 3
Commercial living
units 4
Total units Population
NW 12,431 207 226 12,864 30,333
NE 6,971 45 - 7,016 16,544
SW 10,158 28 685 10,871 25,659
SE 16,367 168 - 16,535 39,072
Total 45,927 448 911 47,286 111,607
As part of the Growth Management Plan monitoring process, the persons per dwelling unit number
can be adjusted in the future when updated Federal Census data is available. It should be noted that
the above population estimates are for growth management facility planning purposes only and may
vary from other official population estimates for Carlsbad.
2 Dwelling units represent the dwellings that are counted for purposes of the city’s growth management dwelling unit limits per
Proposition E (excludes accessory dwelling units and commercial living units); the number of dwelling units shown in this table are
updated to June 30, 2018.
3 Accessory dwelling units are accessory to single family dwellings and are separate dwelling units with living space, kitchen and bathroom facilities. Pursuant to state law, accessory dwelling units cannot be counted as dwellings for purposes of the city’s growth
management dwelling limits. However, the units are counted here to ensure all city population is considered in regard to the performance standards for administrative facilities, libraries and parks.
4 Commercial living units, as shown in this table, are professional care facility living units that were counted as dwelling units in the
2010 Federal Census. Pursuant to city ordinance (CMC Section 21.04.093), commercial living units are not counted as dwellings for
purposes of the city’s growth management dwelling limits. However, the units are counted here to ensure all city population is
considered in regard to the performance standards for administrative facilities, libraries and parks.
Oct. 20, 2020 Item #4 Page 63 of 360
Residential Development Activity
Building permits for 375 new dwelling units were issued during the FY 2018-19. Table 4 provides a
breakdown by quadrant and LFMZ, excluding the zones that had no development activity. Figure 2
shows the recent five year trend of building permits issued for dwelling units.
TABLE 4 – FY 2018-19 RESIDENTIAL DEVELOPMENT
Quadrant LFMZ Units
NW 1 128
Total NW 128
NE 2 1
14 98
25 54
Total NE 153
SW 19 1
20 5
21 11
Total SW 17
SE 6 9
17 68
Total SE 77
Total citywide 375
FIGURE 2 – FISCAL YEAR DWELLING UNITS PERMITTED
2014-15 2015-16 2016-17 2017-18 2018-19
# units 294 208 952 341 375
0
100
200
300
400
500
600
700
800
900
1000
Oct. 20, 2020 Item #4 Page 64 of 360
[■
Non-Residential Development Activity
Building permits for 315,194 square feet of new non-residential construction were issued during FY
2018-19, comprising both commercial and industrial development. Table 5 provides a breakdown
by quadrant and LFMZ, excluding the zones that had no development activity. Figure 3 shows the
recent five-year trend of building permits issued for the square footage of non-residential
construction.
TABLE 5 – FY 2018-19 NON-RESIDENTIAL DEVELOPMENT
Quadrant LFMZ
Commercial
(SF)
Industrial
(SF)
Combined
(SF)
NW 1 37,327
5 (NW) 83,900
13 23,943 Total NW 145,170 - 145,170
NE 16 87,776 Total NE - 87,776 87,776
SW 4 800
19 2,109 Total SW 2,909 - 2,909
SE 6 32,240
11 33,368
17 13,731 Total SE 65,608 13,731 79,339
Total citywide 213,687 101,507 315,194
FIGURE 3 – FISCAL YEAR NON-RESIDENTIAL SQUARE FEET PERMITTED
2014-15 2015-16 2016-17 2017-18 2018-19
Square Feet 284,594 550,245 1,210,993 1,643,467 315,194
0
200,000
400,000
600,000
800,000
1,000,000
1,200,000
1,400,000
1,600,000
1,800,000
Oct. 20, 2020 Item #4 Page 65 of 360
. I
Proposition E Compliance
The purpose of this part of the report is to demonstrate that the ultimate dwelling unit caps stated
in Proposition E will not be exceeded. Proposition E states “the maximum number of residential
dwelling units to be constructed or approved in the city after November 4, 1986 is as follows:
Northwest Quadrant 5,844; Northeast Quadrant 6,166; Southwest Quadrant 10,667; Southeast
Quadrant 10,801.” This resulted in dwelling unit caps as shown in Table 6 (see the totals for each
quadrant below). All quadrants are in compliance with the dwelling unit caps established by
Proposition E for FY 2018-19. As noted above in Table 3, accessory dwelling units and commercial
living units are not counted as dwellings for purposes of Growth Management Plan compliance with
the Proposition E caps.
TABLE 6 – FY 2018-19 RESIDENTIAL DWELLING STATUS PER QUADRANT
As of June 30, 2019
NORTHWEST QUADRANT NORTHEAST
QUADRANT
SOUTHWEST
QUADRANT
SOUTHEAST
QUADRANT
CITYWIDE
TOTAL Outside
Village Village Total
NW
Proposition E
Quadrant
Dwelling Limit
15,370 9,042 12,859 17,328 54,599
Existing
Dwellings 11,794 637 12,431 6,971 10,158 16,367 45,927
Unbuilt Planned
Dwellings5 2,024 227 2,251 1,969 1,469 634 6,323
Total Existing
and Unbuilt
Planned Dwellings
13,818 864 14,682 8,940 11,627 17,010 52,259
Potential
Additional
Dwellings6
129 559 688 102 1,232 318 2,340
Table 6 represents the number of dwelling units that could be built (based on the applicable growth
management density) on all parcels that have a residential land use designation. The “total existing
and unbuilt planned dwellings”, as shown in Table 6, assumes all parcels with a residential land use
designation will be developed with residential dwellings, including land that is currently developed
with non-residential uses (e.g., some existing churches and professional care facilities are on land
designated for residential use). Although it is not anticipated that these parcels will convert to
5 All quadrants except the Village - includes unbuilt approved projects, as well as vacant and underdeveloped property
designated for residential use by the General Plan.
6 Dwelling unit capacity in addition to what is currently planned by the General Plan or approved as part of an unbuilt
project. "Potential additional dwellings" must be allocated from Excess Dwelling Unit Bank.
Oct. 20, 2020 Item #4 Page 66 of 360
residential uses, the dwelling unit potential for these parcels is tracked to ensure compliance with
the Proposition E dwelling unit limits.
Table 7 estimates the number of dwellings that will exist at buildout; this estimate assumes that the
residentially designated land currently developed with non-residential uses will not all be developed
with residential uses in the future. The data in Table 6 and Table 7 show that the Proposition E
dwelling unit limits will not be exceeded.
TABLE 7 – ESTIMATED DWELLING UNITS AND POPULATION AT BUILDOUT
Quadrant Dwelling Units Population
NW 15,079 38,698
NE 8,940 22,496
SW 10,918 28,071
SE 16,879 42,474
Total 51,816 131,739
Density Control Points and Excess Dwelling Unit Bank
To manage compliance with the Proposition E dwelling unit limitations, the City Council established
Growth Management Control Point (GMCP) densities for all residential land use designations in the
city (for example, for the R-4 land use designation, the GMCP density is 3.2 dwelling units per acre).
All residential development must, on average, not exceed the GMCP densities. To ensure this,
Council Policy Statement 43 (Proposition E “Excess Dwelling” Unit Bank) established a dwelling unit
bank concept. When development occurs below the GMCP, the “excess” number of units (difference
between the potential number of units at the GMCP density and the number of units built) are
available for other residential developments to allow them to be constructed at a density that
exceeds the GMCP density.
On December 17, 2002, the City Council adopted Resolution No. 2002-350, which amended Council
Policy Statement 43 by reducing the accumulated number of excess units to 2,800. Excess units may
be allocated to any quadrant based on the criteria in Council Policy Statement 43, so long as the
citywide or individual quadrant dwelling unit limits are not exceeded. Please see Table 8 for the
Excess Dwelling Unit Bank status at the end of the FY 2018-19. “Pending” excess units are associated
with projects that have been approved below the GMCP density but are not yet constructed, or an
approved land use change is not yet effective. “Pending” excess units are not available to allocate
to other sites; the units will be made available for allocation at the time the associated projects are
constructed, or the land use change becomes effective.
Oct. 20, 2020 Item #4 Page 67 of 360
TABLE 8 – EXCESS DWELLING UNIT BANK
Balance as of June 30, 2019
Inside the Village 559
Outside the Village 424
Pending deposits 429
Public Facility Financing
In 1991, the City of Carlsbad established Community Facilities District No. 1 (CFD) to provide financing
for a number of public facilities of citywide importance that are needed to meet the requirements of
the Growth Management Plan, including various road and intersection improvements, and the Dove
Library. As LFMZ plans were adopted, they were conditioned to annex into the CFD at the time the
first discretionary permit grants an entitlement to develop in the LFMZ. This ensures financing for
public facilities that can accommodate future growth consistent with the criteria of the Growth
Management Plan.
Status of the Facilities
Beginning on page 12 is a discussion of the adequacy of each of the eleven public facilities addressed
in Carlsbad’s Growth Management Plan.
Oct. 20, 2020 Item #4 Page 68 of 360
CITY ADMINISTRATIVE FACILITIES
A. Performance Standard
1,500 sq. ft. per 1,000 population must be scheduled for construction within a five-year
period or prior to construction of 6,250 dwelling units, beginning at the time the need is first
identified.
B. FY 2018-19 Facility Adequacy Analysis
Based on the estimated June 30, 2019 population estimate of 111,607, the current demand
for administrative facilities is 167,411 square feet. To date, city administrative facilities
exceed the performance standard. Staff recently updated the existing facility square
footages, which resulted in refinements to some of the existing square footage numbers and
a lower total square footage compared to FY 2017-18 report. The existing inventory of city
and Carlsbad Municipal Water District buildings (leased and owned) occupied for
administrative services includes the following:
Facility Address Square Feet
City Hall Complex 1200 Carlsbad Village Drive 16,000
Faraday Administration Building 1635 Faraday Ave. 68,000
Fleet Service Center 2480 Impala Drive 10,540
Water District (Maintenance & Operations) 5950 El Camino Real 18,212
Parks Yard (Maintenance & Operations) 1166 Carlsbad Village Drive 4,012
Public Works Operations 405 Oak Ave. 9,950
Safety Center (Police and Fire administration) 2560 Orion Way 55,027
First Responder Safety Training Center 5750 Orion Way 18,112
Senior Center (Recreation administration) 799 Pine Ave. 5,770
Total
205,623
C. Buildout Facility Adequacy Analysis
Based on the 2035 projected buildout population of 131,739, the demand for city
administrative facilities will be 197,608 square feet. The existing 205,169 square feet of
administrative facilities exceeds the growth management performance standard at buildout.
D. New Orion Center Project
A development proposal is underway for the Orion Center project, which will centralize the
city’s maintenance and operations functions into a single location on Orion Way. The goal
Oct. 20, 2020 Item #4 Page 69 of 360
for the facility is to accommodate the existing and future needs for the following
departments: Public Works (Utilities/CMWD, General Services and Construction
Management & Inspection) and Parks & Recreation (Parks Maintenance). The proposed
project will free up three existing city facilities for redevelopment: 5950 El Camino Real, 205
Oak Street, and 1166 Carlsbad Village Drive. The new building will be 85,320 square feet,
which will provide a net increase in city administrative space of 53,146 square feet over the
three existing sites which will no longer be needed.
E. New City Hall Project
The new city hall project is in the process of identifying spatial requirements for city staff to
determine the size of the new city hall, and site criteria to determine which of four potential
locations is best suited for the new city hall and civic center. The initial project has three
phases, including the 1) Space Needs Analysis Report, 2) Site Criteria Evaluation, and 3) Best
Professional Recommendation. The City Council approved Phases 1 and 2 on September 17,
2019, with the third phase estimated to be completed prior to the end of the second quarter
of 2020.
Oct. 20, 2020 Item #4 Page 70 of 360
LIBRARY FACILITIES
A. Performance Standard
800 sq. ft. (of library space) per 1,000 population must be scheduled for construction within
a five-year period or prior to construction of 6,250 dwelling units, beginning at the time the
need is first identified.
Library space (leased/owned, public/non-public) is used as a standard library measurement
of customer use and satisfaction and includes collection space, seating, meeting rooms, staff
areas, technology, and other public facility needs. The performance standard, stated above,
was originally developed based on surveys of other libraries of comparable size and based on
related standards (such as volumes per capita) set by the American Library Association.
B. FY 2018-19 Inventory and Adequacy of Facilities
The current inventory of library facilities (city-owned) is as follows:
Facility Square Feet
Dove Library 64,000
Cole Library 24,600
Learning Center 11,393
Total 99,993
Based on the June 30, 2019 population estimate of 111,607, the growth management
standard requires 89,286 sq. ft. of public library space. The city’s current 99,993 sq. ft. of
library facilities adequately meets the growth management standard.
C. Facility Adequacy at Buildout
Based on the General Plan projected buildout population of 131,739, the demand for library
facilities will be 105,391 sq. ft. The existing 99,993 square feet of library facilities is expected
to fall short of the growth management standard at buildout.
In 2015-16, the city completed major maintenance and renovation for both the Cole and Dove
facilities that addresses current ADA requirements and allows delivery of modern library
services and technology, while extending the life of the Cole Library by 10 to 15 years.
Built in 1967, the design of the Cole Library could not have contemplated modern library
services including the extensive delivery of electronic resources, automated materials
handling, and the variety of new media formats. Additionally, the library’s role as a
community gathering space has increased. With an already maximized building footprint and
infrastructure constraints, the Cole Library will not expand further to meet these changing
Oct. 20, 2020 Item #4 Page 71 of 360
needs. Additional meeting spaces, technology learning labs and maker spaces are examples
of elements desired by the community.
Complete replacement of the Cole facility is included in the Capital Improvement Program
budget between the years 2020 and buildout. Additionally, civic center and city hall site
studies, which are currently underway, will most likely inform the timing and opportunities
for a new Cole facility. One of the sites being considered for a new city hall and potential civic
center is the property that currently includes Cole. As these plans advance, staff will need to
evaluate impacts on a future library space.
Oct. 20, 2020 Item #4 Page 72 of 360
WASTEWATER TREATMENT CAPACITY
A. Performance Standard
Sewer plant capacity is adequate for at least a five-year period.
B. FY 2018-19 Facility Adequacy Analysis
The Encina Water Pollution Control Facility (EWPCF) Phase V Expansion, which was completed
in 2009, accommodates the ultimate buildout demand for the Carlsbad sewer service area
based on projections made in the 2012 City of Carlsbad Sewer Master Plan and, therefore,
currently provides adequate capacity in excess of the performance standard.
Carlsbad’s FY 2017-18 annual daily average dry weather sewer flow was 6.03 million gallons
per day (MGD) representing 59% of the city’s 10.26 MGD capacity rights. The city’s annual
daily average sewage flow to the EWPCF for the previous five years is measured as follows:
Fiscal Year Annual daily average flow
FY 2014-15 6.17 MGD
FY 2015-16 5.82 MGD
FY 2016-17 6.32 MGD
FY 2017-18 6.18 MGD
FY 2018-19 6.03 MGD
C. Buildout Facility Adequacy Analysis
The Encina Water Pollution Control Facility Phase V Expansion provides adequate sewer
treatment capacity to ensure compliance with the growth management wastewater
performance standard through buildout of the Carlsbad sewer service area.
The City of Carlsbad 2019 Sewer Master Plan Update contains an analysis of annual daily
average sewer flow through buildout of the city based on the Carlsbad General Plan land use
projections. The analysis indicates that the city’s projected ultimate buildout flow is
approximately 8.31 MGD. The city has purchased capacity rights to 10.26 MGD in the EWPCF,
which ensures adequate wastewater treatment capacity is available to accommodate an
unanticipated increase in future sewer flows.
Oct. 20, 2020 Item #4 Page 73 of 360
PARKS
A. Performance Standard
3.0 acres of Community Park or Special Use Area per 1,000 population within the Park District7
must be scheduled for construction within a five year period beginning at the time the need
is first identified8. The five year period shall not commence prior to August 22, 2017.
B. FY 2018-19 Facility Adequacy Analysis
To date, all quadrants are in compliance with the performance standard.
Quadrant Park acreage inventory existing Park acreage required by
Performance Standards
NW 105.2 91.0
NE 45.3 49.6
SW 70.2 77.0
SE 114.9 117.2
Total 335.6 334.8
The performance standard requirement for park acreage exceeds the inventory of existing
and scheduled park acreage for the NW quadrant, but the other quadrants do not currently
meet the performance standard. Although short of the acreage required, these quadrants
are not out of compliance with the performance standard because the five year period has
not been reached. For the SW and SE quadrants, the five year period began on August 22,
2017 as required by City Council Resolution No. 2017-170. For the NE quadrant, the FY 2017-
18 report identified the park acreage deficit, so the five year period began on June 30, 2018.
The completion of the Veterans Memorial Park Master Plan will address the referenced
deficits in the NE, SW and SE quadrants. Veteran’s Memorial Park is a city-owned,
undeveloped community park site located in the northwest quadrant. Because of its size,
centralized location, and citywide significance, the city intends that this site help fulfill future
citywide park needs. Thus, when the Citywide Facilities and Improvements Plan (CFIP) was
approved in 1986, Veteran’s Memorial Park (then known as Macario Canyon) was
apportioned equally to all four city quadrants to meet the GMP parks performance standard.
Further, the City of Carlsbad Community Facilities District No. 1 (CFD) was established in 1991,
creating a special tax lien on vacant properties throughout the city. The purpose of the CFD
was to finance the construction of specific public facilities of citywide obligation and benefit,
7 "Park District" = "quadrant". There are four park districts within the city, corresponding to the four quadrants.
8 The threshold for triggering the construction of a new park is as follows: Once a deficit of park acreage in a quadrant is identified,
a new park must be scheduled for construction within the time frame of five years. According to City Council Resolution No. 97-435,
“scheduled for construction” means that the improvements have been designed, a park site has been selected, and a financing plan
for construction of the facility has been approved.
Oct. 20, 2020 Item #4 Page 74 of 360
including Veteran’s Memorial Park. Consistent with the intent of the CFIP and the CFD, the
General Plan Open Space, Conservation and Recreation Element credits 22.9 acres of the
91.5-acre Veteran’s Memorial Park to each quadrant’s future park inventory (see Table 4-7
of the Open Space, Conservation and Recreation Element).
The master planning process for that site commenced in December 2018, with the award of
a professional services agreement to RJM Design, and public outreach began in March
2019. The master plan is scheduled to be completed within the next two years, before the
conclusion of either of the five year periods (i.e., for the SE and SW quadrants, and for the NE
quadrant). Once the master plan is complete, the park will be considered “scheduled for
construction”7, and all four quadrants will be fully compliant with the performance standard.
C. Buildout Facility Adequacy Analysis
Based on the current FY 2019-20 CIP list of projects, Veteran’s Memorial Park is proposed to
be constructed prior to buildout. Construction of this community park would result in the
projected park inventory for all city quadrants exceeding the projected required acreage at
buildout, as shown below:
Quadrant Buildout
population9
Buildout
required
acreage8
Current
inventory
Proposed park
acreage
Projected
inventory
NW 38,698 116.1 105.2 22.9 128.1
NE 22,496 67.5 45.3 22.9 68.2
SW 28,071 84.2 70.2 22.9 93.1
SE 42,474 127.4 114.9 22.9 137.8
Total 131,739 395.2 335.6 91.5 427.2
D. Additional Parks Acreage
The figures above for proposed park acreage do not include park projects listed in the CIP as
“partially funded” or “unfunded”. Should alternative funding mechanisms be found, and
these parks are built, the additional parks acreage would further aid in meeting/exceeding
the growth management parks performance standard.
• Partially funded – In the FY 2019-20 CIP, $12,592,000 has been transferred to the
Robertson Ranch Park project (NE – 11.2 acres), which changes its status to “partially
funded”. The master planning process for this park is scheduled to begin in FY 2021-
22.
• Unfunded – Zone 5 Business Park Recreational Facility (NW – 9.3 acres) and Cannon
Lake Park (NW – 6.8 acres).
9 Reflects the General Plan
Oct. 20, 2020 Item #4 Page 75 of 360
DRAINAGE
A. Performance Standard
Drainage facilities must be provided as required by the city concurrent with development.
B. FY 2018-19 Facility Adequacy Analysis
All areas of the city currently meet the growth management drainage performance standard.
The standard for drainage distinguishes it from the other public facility standards because, by
its very nature, drainage facility needs are more accurately assessed as specific development
plans for individual projects are finalized. Therefore, the drainage performance standard was
written to allow the city to require appropriate drainage facilities as development plans are
finalized and approved.
The larger/master planned facilities have been identified in the city’s 2008 Drainage Master
Plan. The associated Planned Local Drainage Area (PLDA) fee program was established to
finance the construction of these facilities. The original Drainage Master Plan was adopted
in 1980 with the goal of assessing the performance of existing drainage infrastructure,
identifying anticipated improvements and developing a funding mechanism to ensure
construction of these planned facilities. The DMP is updated from time to time to reflect
changes in city growth, construction costs, general plan, drainage standards and
environmental regulations. At the present, the Public Works Branch is updating the 2008
Drainage Master Plan to ensure these larger/master planned facilities will be adequately
funded.
The construction of smaller development/project related drainage facilities are addressed
during the review of individual project proposals. Maintenance, repair and replacement
projects are identified on an ongoing basis and are incorporated in the Capital Improvement
Program as a part of the Storm Drain Condition Assessment Program, the Citywide Storm
Drain Rehabilitation and Replacement Program or as individual/stand-alone projects.
The Agua Hedionda and Calavera Creek channels located east of El Camino Real within the
residential community of Rancho Carlsbad were found to be of inadequate size to fully
contain and convey the 100-year flood event. As a result, the flood plain of these creeks
encroaches into the community and therefore projects located within LFMP Zones 5, 7, 14,
15, 16, 18 and 24 that drain to the Agua Hedionda or Calavera Creek must comply with the
following conditions to maintain compliance with the drainage performance standard:
1. Payment of the PLDA fee.
2. Install onsite drainage improvements to ensure that direct drainage impacts resulting
from the proposed development do not exacerbate the potential for downstream
flooding of existing development.
Oct. 20, 2020 Item #4 Page 76 of 360
C. Buildout Facility Adequacy Analysis
The 2008 Carlsbad Drainage Master Plan proposes the construction of new facilities to
accommodate potential storm events. Construction of the proposed Master Drainage
Facilities will ensure the drainage performance standard is maintained through buildout of
the city. The current update to the Drainage Master Plan will ensure adequate funds are
available for the construction of needed flood control facilities. The estimated costs for these
facilities and the programming of PLDA funds are included in the annual Capital Improvement
Program.
Oct. 20, 2020 Item #4 Page 77 of 360
CIRCULATION10
A. Performance Standard
Implement a comprehensive livable streets network that serves all users of the system –
vehicles, pedestrians, bicycles and public transit. Maintain level of service (LOS) D or better
for all modes that are subject to this multi-modal level of service (MMLOS) standard, as
identified in Table 3-1 of the General Plan Mobility Element, excluding LOS exempt
intersections and streets approved by the City Council.
The service levels for each travel mode are represented as a letter “grade” ranging from LOS
A to LOS F: LOS A reflects a high level of service for a travel mode (e.g., outstanding
characteristics and experience for that mode) and LOS F would reflect an inadequate level
of service for a travel mode (e.g., excessive congestion for vehicles or inadequate facilities
for bicycle, pedestrian or transit users).
The performance standard for the circulation system is guided by the General Plan Mobility
Element as follows:
Implementing Policy 3-P.3: Apply and update the city’s multi-modal level of service
(MMLOS) methodology and guidelines that reflect the core values of the Carlsbad
Community Vision related to transportation and connectivity. Utilize the MMLOS
methodology to evaluate impacts of individual development projects and
amendments to the General Plan on the city’s transportation system.
Implementing Policy 3-P.4: Implement the city’s MMLOS methodology and maintain
LOS D or better for each mode of travel for which the MMLOS standard is applicable,
as identified in Table 3-1 and Figure 3-111.
B. Livable Streets
The monitoring program for the circulation system is guided by General Plan Mobility
Element Goal 3-G.1:
Keep Carlsbad moving with livable streets that provide a safe, balanced, cost-
effective, multi-modal transportation system (vehicles, pedestrians, bikes, transit),
accommodating the mobility needs of all community members, including children,
the elderly and the disabled.
The California Complete Streets Act (2008) requires cities in California to plan for a
balanced, multi-modal transportation system that meets the needs of all travel modes.
Accomplishing this state mandate requires a fundamental shift in how the city plans and
designs the street system – recognizing the street as a public space that serves all users of
10 Revised Oct. 13, 2020
11 Table 3-1 and Figure 3-1 are found in the General Plan Mobility Element and are summarized in Table 9 of this report.
Oct. 20, 2020 Item #4 Page 78 of 360
the system (elderly, children, bicyclists, pedestrians, etc.) within the urban context of that
system (e.g., account for the adjacent land uses).
• Prior to adoption of the General Plan Mobility Element on Sept. 22, 2015, the growth
management circulation performance standard was based on the circulation needs of a
single mode of travel – the automobile.
• The General Plan Mobility Element identifies a new livable streets strategy for mobility
within the city.
• The livable streets strategy focuses on creating a ‘multi-modal’ street network that
supports the mobility needs of pedestrians, bicyclists, transit users and vehicles.
• Providing travel mode options that reduce dependence on the vehicle also supports the
city’s Climate Action Plan in achieving its goals of reducing greenhouse gas emissions
within the city.
C. Street Typology
The city’s approach to provide livable streets recognizes that improving the LOS for one mode of
transportation can sometimes degrade the LOS for another mode. For example, pedestrian-friendly
streets are designed to encourage pedestrian uses and typically have amenities that slow vehicle
travel speeds (e.g., short-distance pedestrian crossings that restrict vehicle mobility). The “street
typology” is defined in the General Plan Mobility Element and determines which travel modes are
subject to the MMLOS D standard, as summarized in Table 9. For example, the vehicular mode of
travel is subject to the MMLOS D standard on the following street typologies: freeways, arterial
streets, arterial connector streets and Industrial streets.
Table 9: Street Typology and MMLOS Standard
STREET TYPOLOLOGY Modes subject to the MMLOS D Standard
Vehicular Transit Pedestrian Bicycle
Freeways Yes Yes No No
Arterial Streets Yes Yes No No
Identity Streets No No Yes Yes
Village Streets No No Yes Yes
Arterial Connector Streets Yes No Yes Yes
Neighborhood Connector Streets No No Yes Yes
Coastal Streets No No Yes Yes
School Streets No No Yes Yes
Employment/Transit Connector Streets No Yes Yes Yes
Industrial Streets Yes Yes No No
Local/Neighborhood Streets No No Yes Yes
All Streets Located Within Half-Mile of a Transit Center No Yes Yes Yes
Bicycle/Pedestrian Pathways No No Yes Yes
Oct. 20, 2020 Item #4 Page 79 of 360
D. Methods to Measure Service to Different Transportation Modes
a. How vehicular LOS is measured
The city monitors facilities that are subject to the vehicular LOS standard according
to that street’s typology as defined in Table 9. This section of the report summarizes
the vehicular LOS methodology used for monitoring purposes. For the fiscal year (FY)
2018-19 monitoring report, the arterial street typology was monitored. The
industrial street and arterial connector street typologies will be monitored in the
next monitoring cycle so that all the street facilities required to meet the vehicular
LOS standard will be monitored in the next monitoring program cycle.
The city evaluates the roadway network at the “facility” level according to Chapter
16 of the Highway Capacity Manual. A facility is defined as one direction of travel
along a length of road that has similar travel and geometric characteristics, and it
typically extends between multiple signalized intersections. Each facility has an
associated capacity that is defined in the Highway Capacity Manual as “the ability of
a transportation facility or service to meet the quantity of travel demanded of it.”
For Growth Management Plan monitoring purposes, travel demand on a roadway is
measured by the volume of vehicles using the facility during the peak hours of
operation. A volume threshold is established for each LOS grade according to the
Highway Capacity Manual. The vehicular LOS is determined by comparing the traffic
volume against these thresholds. For example, a LOS D is recorded when a traffic
volume exceeds the LOS C threshold but is below the LOS D threshold.
A street “facility” is comprised of smaller and contiguous “segments” that typically
extend between two adjacent signalized intersections. Per the Highway Capacity
Manual, an entire facility is reported as failing if the volume along any one of its
segments exceeds its capacity, which defines LOS F. When a facility has been
monitored and found to operate at LOS D, each segment of that facility will be
evaluated the following monitoring cycle and the LOS will be reported as follows:
a. If the volume of any one segment of the facility exceeds the reported
capacity for that segment, the facility will be reported as LOS F; or
b. If none of the segment volumes exceeds its reported capacity for that
segment, the facility will be reported as LOS D (or the new level if it has
changed).
As noted above, travel demand is assumed to equal the traffic volume measured
during the peak hour of operation. Vehicular LOS is determined based on one mid-
block traffic count collected for each facility (or segment) being evaluated. The data
is collected for one week while school is in session in either the spring or fall. The
morning and afternoon (a.m./p.m.) peak hours’ LOS is reported for each facility or
segment. The approach is considered conservative, as non-peak time period will
have reduced congestion and improved LOS. Each street evaluated will have
separate LOS results reported for the a.m. and p.m. peak hour conditions with
Oct. 20, 2020 Item #4 Page 80 of 360
independent grades reported for each direction of travel. This approach to data
collection is consistent with industry standards.
b. How Pedestrian, Bicycle and Transit Service MMLOS is measured
The General Plan Mobility Element calls for the use of a MMLOS methodology to
provide a metric for evaluating bicycle, pedestrian and transit modes of travel. In
2015, a method for evaluating bicycle and pedestrian LOS was first developed as
part of the General Plan Environmental Impact Report (EIR); this EIR method was
applied on a broad, program level to evaluate service to pedestrian, bicycle and
transit users. When consultants applied the original method during the preparation
of impact studies of proposed development projects, limitations were discovered in
terms of the study area, directional travel and potential inconsistent interpretations
of how the method should be applied.
Accordingly, a more robust method was developed in 2018 to calculate MMLOS for
each mode and to identify a broader range of improvements that could be
implemented to ensure the minimum operating standard would be met. As noted in
General Plan Mobility Element Policy 3-P.3, the purpose of the MMLOS methodology
is to provide a means for evaluating impacts of individual development projects, as
well as monitoring the LOS for individual streets to ensure that they are meeting the
specified standard by street type. Ultimately the MMLOS methodology was revised
to accomplish these goals and a spreadsheet-based MMLOS Tool was developed to
provide an easy-to-use way of calculating points for a specified location.
The MMLOS Tool generates a letter grade (A through F) to reflect the quality of
service provided to a user of that mode of travel. This grade is based on the
applicable attributes of the associated pedestrian, bicycle or transit mode. Examples
of the attributes used to develop the MMLOS grade for bicycle travel include
pavement condition, posted speed limit, on-street parking and buffered bike lanes.
Each attribute contributes to a point system that corresponds to a MMLOS letter
grade, when the total points for all attributes are added together. A LOS D score
indicates that the existing attributes provide the minimum acceptable service for
that mode. The MMLOS grades are determined using field data related to each
attribute used in the scoring criteria.
In FY 2018-19, bicycle and pedestrian travel modes were monitored in the City of
Carlsbad utilizing the revised MMLOS methodology. The following typologies were
monitored for bicycle and pedestrian travel modes: identity streets, Village streets,
Oct. 20, 2020 Item #4 Page 81 of 360
coastal streets and school streets. Other applicable typologies (see Table 9 for
applicability per travel mode) will be reviewed in the FY 2020-21 monitoring cycle.
The existence of a City Council-adopted citywide Transportation Demand
Management (TDM) ordinance provides adequate scoring to meet the criteria for
the MMLOS D standard for transit.
Bicycle and pedestrian travel modes were monitored using the MMLOS Tool, staff
has identified some concerns with the initial results and underlying MMLOS
methodologies. Staff intends to reevaluate the methodologies and make
refinements to the MMLOS Tool, in coordination with the Traffic and Mobility
Commission. The transit travel mode methodology will also be revisited for possible
incorporation into the MMLOS Tool. Once the refined MMLOS Tool has been applied
to the bicycle and pedestrian travel modes (and possibly to the transit travel mode)
of the FY 2018-19 street typologies, staff will report those MMLOS results to the City
Council later this year.
It should be noted that there are a variety of multimodal LOS applications currently
being used in California and nationally. However, based on the planning and
research conducted as part of the development of the city’s MMLOS methodology,
there is no MMLOS methodology currently adopted by the metropolitan planning
organization, San Diego Association of Governments (SANDAG), and there are no
“turnkey” approaches that can be directly implemented in the city. Use of any
existing multimodal LOS application being utilized elsewhere would require further
refinement to account for the unique characteristics of the City of Carlsbad roadway
network and to integrate the methodology into existing city tools and policies such
as the GMP monitoring process.
E. Exemptions to the LOS D Standard
General Plan Mobility Element Policy 3-P.9 requires the city to develop and maintain a
list of street facilities where specified modes of travel are exempt from the LOS standard
(LOS-exempt street facilities), as approved by the City Council.
Regarding vehicular LOS standards, the City Council has the authority to exempt a street
facility from the vehicular LOS standard if the street facility meets one or more of the
following criteria from General Plan Mobility Element Policy 3-P.9:
Oct. 20, 2020 Item #4 Page 82 of 360
a) Acquiring the rights of way is not feasible; or
b) The proposed improvements would significantly impact the environment in an
unacceptable way and mitigation would not contribute to the nine core values of the
Carlsbad Community Vision; or
c) The proposed improvements would result in unacceptable impacts to other
community values or General Plan policies; or
d) The proposed improvements would require more than three through travel lanes in
each direction.
General Plan Mobility Element Policy 3-P.11 requires new development that adds
vehicular traffic to street facilities that are exempt from the vehicle LOS D standard to
implement:
• Transportation Demand Management (TDM) strategies that reduce the reliance on
single-occupant automobiles and assist in achieving the city’s livable streets vision;
and
• Transportation System Management (TSM) strategies that improve traffic signal
coordination and improve transit service.
Per General Plan Mobility Element Policy 3-P.10, the following four streets, and their
associated facility descriptions, are exempt from the vehicular LOS standard:
A. La Costa Avenue between Interstate-5 and El Camino Real
1. Eastbound from Interstate-5 to El Camino Real
2. Westbound from El Camino Real to Interstate-5
B. El Camino Real between Palomar Airport Road and La Costa Avenue
3. Southbound from Palomar Airport Road to Camino Vida Roble
4. Southbound from Camino Vida Roble to Poinsettia Lane
5. Southbound from Poinsettia Lane to Aviara Parkway/Alga Road
6. Southbound from Aviara Parkway/Alga Road to La Costa Avenue
7. Northbound from La Costa Avenue to Aviara Parkway/Alga Road
8. Northbound from Aviara Parkway/Alga Road to Poinsettia Lane
9. Northbound from Poinsettia Lane to Camino Vida Roble
10. Northbound from Camino Vida Roble to Palomar Airport Road
C. Palomar Airport Road between Interstate-5 and College Boulevard
11. Eastbound from Interstate-5 to Paseo del Norte
12. Eastbound from Paseo del Norte to Armada Drive
13. Eastbound from Armada Drive to College Boulevard/Aviara Parkway
14. Westbound from College Boulevard/Aviara Parkway to Armada Drive
15. Westbound from Armada Drive to Paseo del Norte
16. Westbound from Paseo del Norte to Interstate-5
Oct. 20, 2020 Item #4 Page 83 of 360
D. Palomar Airport Road between El Camino Real and Melrose Drive
17. Eastbound from El Camino Real to El Fuerte Street
18. Eastbound from El Fuerte Street to Melrose Drive
19. Westbound from Melrose Drive to El Fuerte Street
20. Westbound from El Fuerte Street to El Camino Real
On Dec. 17, 2019, City Council determined four street facilities to be operating at
deficient levels of service. One of these deficient street facilities is southbound College
Boulevard from Aston Avenue to Palomar Airport Road, and City Council expedited a CIP
project to fully address this deficiency by adding a southbound right turn lane and
converting the existing right turn lane into a second southbound through lane on
College Boulevard at the intersection of Palomar Airport Road (CIP Project No. 6028).
On Dec. 17, 2019, City Council determined the following three deficient street facilities
to be built-out and exempt from the LOS performance standard, pursuant to General
Plan Mobility Element Policy 3-P.9 (Resolution 2019-270). No changes have occurred
since adoption of this resolution which would warrant un-exempting these street
facilities:
21. Southbound El Camino Real from the Oceanside city limits to Marron
Road
22. Northbound El Camino Real from Marron Road to the Oceanside city
limits
23. Southbound Melrose Drive from the Vista city limits to Palomar Airport
Road
On June 9, 2020, City Council determined the following four street facilities to be
deficient, built-out and exempt from the LOS performance standard, pursuant to
General Plan Mobility Element Policy 3-P.9 (Resolution 2019-270). No changes have
occurred since adoption of this resolution which would warrant un-exempting these
street facilities:
24. Southbound El Camino Real from Cannon Road to College Boulevard
25. Northbound El Camino Real from College Boulevard to Cannon Road
26. Eastbound Cannon Road from El Camino Real to College Boulevard
27. Westbound Cannon Road from College Boulevard to El Camino Real
Each of the exempt street facilities was monitored this cycle and evaluated against the
vehicular LOS standard. The results of this evaluation are summarized in Table 10.
Oct. 20, 2020 Item #4 Page 84 of 360
Table 10: Vehicular LOS Exempt Street Facilities
Street Facility From To LOS
(a.m./p.m.)
Meets
Vehicular LOS
Standard?
1. La Costa Avenue Interstate-5 El Camino Real B/C Yes
2. La Costa Avenue El Camino Real Interstate-5 F/B No
3. El Camino Real Palomar Airport Road Camino Vida Roble D/D Yes
4. El Camino Real Camino Vida Roble Poinsettia Lane C/C Yes
5. El Camino Real Poinsettia Lane Aviara Parkway/ Alga
Road
C/C Yes
6. El Camino Real Aviara Parkway/ Alga
Road
La Costa Avenue F/F No
7. El Camino Real La Costa Avenue Aviara Parkway/ Alga
Road
C/C Yes
8. El Camino Real Aviara Parkway/ Alga
Road
Poinsettia Lane C/C Yes
9. El Camino Real Poinsettia Lane Camino Vida Roble C/C Yes
10. El Camino Real Camino Vida Roble Palomar Airport Road D/D Yes
11. Palomar Airport
Road
Interstate-5 Paseo del Norte F/F No
12. Palomar Airport
Road
Paseo del Norte Armada Drive D/D Yes
13. Palomar Airport
Road
Armada Drive College
Boulevard/Aviara
Parkway
C/C Yes
14. Palomar Airport
Road
College Boulevard/
Aviara Parkway
Armada Drive C/C Yes
15. Palomar Airport
Road
Armada Drive Paseo del Norte C/D Yes
16. Palomar Airport
Road
Paseo del Norte Interstate-5 F/F No
17. Palomar Airport
Road
El Camino Real El Fuerte Street C/C Yes
18. Palomar Airport
Road
El Fuerte Street Melrose Drive C/F No
19. Palomar Airport
Road
Melrose Drive El Fuerte Street F/C No
20. Palomar Airport
Road
El Fuerte Street El Camino Real C/C Yes
21. El Camino Real Oceanside city limits Marron Road E/F No
22. El Camino Real Marron Road Oceanside city limits F/F No
23. Melrose Drive Vista city limits Palomar Airport Road F/E No
24. El Camino Real Cannon Road College Boulevard C/F No
25. El Camino Real College Boulevard Cannon Road F/B No
26. Cannon Road El Camino Real College Boulevard D/F No
27. Cannon Road College Boulevard El Camino Real E/D No
Oct. 20, 2020 Item #4 Page 85 of 360
F. FY 2018-19 Facility Adequacy Analysis
The following vehicular LOS and MMLOS results are based on the data reported in the
2018-19 Traffic Monitoring Program City of Carlsbad Growth Management Plan.
1. Vehicular LOS
Except where noted below, vehicular LOS grades reflect traffic data gathered in the
spring of 2019. The LOS results for the vehicular mode are illustrated in Figure 4.
Table 11 summarizes the street facilities that: a) are subject to the vehicular LOS
standard, b) do not meet the vehicular LOS D standard, and c) do not yet have an
exemption approved by City Council. As discussed in section E above, CIP Project No.
6028 is expected to address the deficiency on southbound College Boulevard from
Aston Avenue to Palomar Airport Road.
The traffic counts collected along El Camino Real between Tamarack Avenue and
Cannon Road in spring of 2019 were inconsistent with historical data. To verify the
data, staff recounted the facility and collected additional counts for each segment
comprising the facility in the fall of 2019 while school was in session. The a.m. peak
hour traffic volume for the segment between Lisa Street and Cannon Road exceeded
capacity (or LOS F) in the southbound direction of travel; therefore, the entire
facility is reported as LOS F according to the Highway Capacity Manual. Figure 4 and
Table 11 identify the facility of El Camino Real southbound from Tamarack Avenue
to Cannon Road as failing to meet the vehicular LOS standard.
Table 12 lists the street facilities reported as LOS D. As part of the next monitoring
cycle, traffic volumes will be collected on each segment comprising a facility. If a
traffic volume reported on one or more segments along that facility exceeds the
capacity (or LOS F), the entire facility will be reported as LOS F. Otherwise, the
facility will be reported as LOS D. This approach is consistent with the Highway
Capacity Manual as discussed in section D. Following this report, city staff will
deliver a more detailed report with recommendations of facilities for exemption
and/or proposed project improvements to address these identified deficiencies to
the City Council on the vehicle LOS reported in the table below and shown in Figure
4.
Oct. 20, 2020 Item #4 Page 86 of 360
Figure 4: Vehicular Level of Service (LOS) Results
Oct. 20, 2020 Item #4 Page 87 of 360
-A
-B
-c
-o
E
-F
■ ■ • • Roadway Exempt
CJ Carlsbad Boundaries
• 0 0.5 1 2
Miles
Table 11: Non-exempt Street Facilities Not Meeting Vehicular LOS D Standard
Street
Facility From To Direction of
Travel
Affected Local
Facility
Management
Zone (LFMZ)
Level of
Service
(LOS)
AM PM
1. College
Blvd.
Carlsbad
Village
Drive
Oceanside
City Limits
Northbound
7 D E
2. College
Blvd.1
Aston
Avenue
Palomar
Airport Road
Southbound 5 B F
3. Cannon
Road
Avenida
Encinas
Paseo del
Norte
Eastbound 3 F E
4. Cannon
Road
Paseo del
Norte
Avenida
Encinas
Westbound 13, 3 E F
5. Palomar
Airport Road
2
Avenida
Encinas
Paseo del
Norte
Eastbound
3 F F
6. Palomar
Airport Road
2
Paseo del
Norte
Avenida
Encinas
Westbound
3 F F
7. El Camino
Real
Tamarack
Avenue Cannon Road Southbound 1, 8 F C
Note:
1. The street facility has been reviewed by the City Council and the appropriate mitigation measure
has been identified.
2. Palomar Airport Road is exempt from the LOS D standard for the section of the corridor between
Interstate-5 and College Boulevard. The non-exempt section of Palomar Airport Road between
Avenida Encinas and Interstate-5 does not meet the LOS D standard.
Oct. 20, 2020 Item #4 Page 88 of 360
Table 12: Non-Exempt Street Facilities Reported with Vehicular LOS D
Street Facility From To Direction of
Travel
Level of Service
(LOS)
AM PM
a. El Camino Real La Costa Avenue Encinitas City
Limits Southbound D C
b. College Boulevard Oceanside City
Limits
Carlsbad Village
Drive Southbound D D
c. College Boulevard Cannon Road Carlsbad Village
Drive Northbound C D
d. College Boulevard Carlsbad Village
Drive Cannon Road Southbound D C
e. College Boulevard El Camino Real Aston Avenue Southbound D D
f. College Boulevard Aston Avenue El Camino Real Northbound D D
g. Aviara Parkway Palomar Airport
Road Poinsettia Lane Southbound D D
h. Aviara Parkway Poinsettia Lane Palomar Airport
Road Northbound D D
i. Rancho Santa Fe Road Calle Barcelona La Costa Avenue Northbound C D
j. Cannon Road Legoland Drive Faraday Ave Eastbound C D
Multimodal Level of Service Monitoring
Bicycle and pedestrian travel modes were monitored in FY 2018-19. Staff identified
some concerns with the initial results related to the MMLOS methodology. Due to
these concerns, this report does not include MMLOS results.
Staff intends to reevaluate the methodologies and make refinements to the MMLOS
Tool, in coordination with the Traffic and Mobility Commission. The transit travel
mode methodology will also be revisited for possible incorporation into the MMLOS
Tool. Once the refined MMLOS Tool has been applied to the bicycle and pedestrian
travel modes (and possibly to the transit travel mode) of the FY 2018-19 street
typologies, staff will report those MMLOS results to the City Council later this year.
Examples of areas where the MMLOS methodology may be refined include its
approach to the analysis of the Americans with Disabilities Act (ADA) accessibility. In
addition, special consideration will need to be given on how to adequately analyze
“Alternative Design Streets.” Alternative Design Streets, described in detail below,
typically do not have sidewalks and do not meet the current pedestrian LOS D
standard.
Alternative Design Streets
Several street facilities analyzed for pedestrian LOS include “Alternative Design
Streets,” which is a designation given to certain streets within the City of Carlsbad in
2000 through the recommendations of the Street and Sidewalk Policy Committee.
Oct. 20, 2020 Item #4 Page 89 of 360
Regarding Alternative Design Streets, Carlsbad Municipal Code (CMC) Section
18.40.100 states: “The street fronting on the subject property has already been
improved to the maximum feasible and desirable state, recognizing there are some
such streets which may have less than standard improvements when necessary to
preserve the character of the neighborhood.”
Maintaining these streets in their narrow, less formal configuration was deemed to
be important to preserve the character of the existing neighborhoods. Typically,
these streets do not have sidewalks, curbs or gutters; are narrower than standard
streets; allow off-pavement parking and generally have a rural appearance. Due to
the lack of sidewalks, these streets do not meet the current pedestrian MMLOS D
standard.
In 2015, when the City Council amended its circulation performance standard to
include consideration of non-vehicular modes of transportation, the City did not
intend to apply the standard retroactively, i.e., in the absence of new development.
Rather, the intent was to require implementation “concurrent” with new
development, as contemplated under CMC Section 21.90.045. The City did not
intend to initiate a City-wide public works project to fix existing non-vehicular
deficiencies or to halt all development until every pedestrian path and bike facility
met the City’s new MMLOS standards.
Similar approaches were utilized for the City’s other CFIP performance
standards. For example, the City’s 1986 CFIP explained, “The preceding map
highlights those areas of the city which will be required to comply with the open
space performance standard. The other areas of the city are already developed.”
(See also Friends of H Street v. City of Sacramento (1993) 20 Cal.App.4th 152
[statutory requirements addressed future growth and did not require local
governments to bring existing neighborhoods and streets into compliance with
general plan.])
Transit MMLOS
All segments meet the MMLOS D standard. Specifically, the existence of a City
Council-adopted citywide TDM ordinance provides adequate scoring to meet the
criteria for the MMLOS D standard for transit. Along with the refinement of the
pedestrian and bicycle MMLOS methodologies and in coordination with the Traffic
and Mobility Commission, staff will review the transit MMLOS methodology to
determine if it is the best approach to monitor and report the level of service related
to transit and refine or change the methodology as necessary. Results of the refined
MMLOS Tool, including for transit, will be reported to City Council later this year.
Oct. 20, 2020 Item #4 Page 90 of 360
G. Buildout Facility Adequacy Analysis
The 2015 General Plan EIR evaluated how buildout of the land uses planned by the General
Plan will impact the vehicle, pedestrian, bicycle and transit levels of service, and identified
that additional circulation facilities may need to be constructed to meet the GMP
performance standard at buildout. The following summary provides the results of that
evaluation:
Vehicular Level of Service at Buildout
• Additional future road segments (extensions of College Boulevard, Poinsettia Lane and
Camino Junipero) needed to accommodate the city’s future growth were identified as
part of the General Plan update. The General Plan Mobility Element identifies these
needed future road segments as “Planned City of Carlsbad Street Capacity
Improvements.”
• The General Plan also called out the need to implement the scheduled Interstate-5
North Coast Project and Interstate-5/Interstate-78 Interchange Improvement Project
that are needed to accommodate future growth.
• The CIP funds projects that will upgrade the LOS including several roadway widenings
along El Camino Real near College Boulevard (northbound), La Costa Avenue
(southbound) and Cassia Road (northbound). There is also a CIP project to add a second
southbound through lane and dedicated right lane on southbound College Boulevard
that is expected to address the deficiency reported on College Boulevard (southbound)
from Aston Avenue to Palomar Airport Road.
• The General Plan EIR identifies TDM and TSM as mitigation measures for roadway
sections that have been determined to be LOS-exempt.
H. Next Steps
Carlsbad Municipal Code Section 21.90.130 (c) states:
If at any time it appears to the satisfaction of the city manager that facilities or
improvements within a facilities management zone or zones are inadequate to
accommodate any further development within that zone or that the performance
standards adopted pursuant to Section 21.90.100 are not being met, he or she shall
immediately report the deficiency to the council. If the council determines that a
deficiency exists, then no further building or development permits shall be issued
within the affected zone or zones and development shall cease until an amendment
to the city-wide facilities and improvements plan or applicable local facilities
management plan which addresses the deficiency is approved by the city council and
the performance standard is met.
Oct. 20, 2020 Item #4 Page 91 of 360
A staff report will be prepared on this monitoring report and its results will include a list
identifying vehicular facilities that: (a) are subject to the LOS standard, (b) do not meet the
appropriate LOS D standard, and (c):
• a list of projects that could be implemented to meet the Vehicle LOS D standard
• a list of the street facilities that meet the conditions for an exemption
• a request that City Council determine which of these facilities are deficient and
which ones should be exempted
• recommendations to address outstanding deficiencies
• recommendations regarding exempt street facilities that currently meet the LOS
standard.
Staff will initiate a task order with a consultant to update and revise the pedestrian, bicycle
and transit MMLOS methodologies. Staff will gather stakeholder feedback on the MMLOS
Tool, including from the Traffic and Mobility Commission, to guide this process. Based on
the feedback received, staff will update the MMLOS methodologies accordingly and present
to the Traffic and Mobility Commission for a recommendation to City Council for approval.
Once City Council has approved the refined MMLOS Tool, staff will apply it to the city
streets monitored in FY 2018-19 and present the MMLOS results to City Council later this
year.
Oct. 20, 2020 Item #4 Page 92 of 360
FIRE
A. Performance Standard
No more than 1,500 dwelling units outside of a five-minute response time.
B. FY 2018-19 Facility Adequacy Analysis
The city’s fire facilities are in compliance with the Growth Management performance
standard. There are no more than 1,500 dwelling units outside of a five-minute response
distance from any of the city’s six fire stations.
The intent of the growth management standard, as applied to fire facilities, is to establish the
distribution of station locations, based upon response distances. At the time the Growth
Management Plan was developed, scientific fire behavior information and recognized best
practices supported the position that a response time of five minutes would result in effective
fire incident intervention. Because the Growth Management Plan provides no other trigger
mechanism for the installation of additional fire stations, it follows that up to 1,500 dwelling
units could exist outside the five-minute reach of the closest fire station for an indeterminate
length of time without violating the growth management standard. The five-minute response
distance measure was selected exclusively as a means of geographically positioning fire
stations throughout the city. Therefore, the standard is applied as a means of measuring
compliance with locating fire facilities in accordance with the Growth Management Plan, not
the performance of the Fire Department in meeting service responsibilities.
C. Buildout Facility Adequacy Analysis
At buildout, the established threshold of more than 1,500 units that exist outside of a five
minute response distance will not be exceeded for any of the fire stations.
To determine if fire facilities comply with the Growth Management Plan at buildout, the
city’s Geographic Information System Department (GIS) created a map based upon the
following information:
• Existing fire station locations
• Anticipated future development
• 2.5-mile road distance from each of the six fire stations (five minute response time
equates to road driving distance of 2.5 miles);
• All planned, major roadway arterials; and
• The number of dwelling units projected at buildout that will be located outside of
the 2.5-mile road (5 minute) distance from each fire station.
The GIS map, based upon the above-noted assumptions, revealed the following findings:
Oct. 20, 2020 Item #4 Page 93 of 360
Fire Station Number Total number of dwelling units outside of five minutes
1,3 & 4 (aggregated) 1,227
2 902
5 392
6 1,185
As noted above, the GIS map analysis revealed that at build out, the city’s existing and
planned fire facilities will meet the growth management performance standard (i.e. the total
number of dwelling units that will exist outside of a five-minute response distance from the
nearest fire station will not exceed the threshold of 1,500 units).
Oct. 20, 2020 Item #4 Page 94 of 360
OPEN SPACE
A. Performance Standard
Fifteen percent of the total land area in the Local Facility Management Zone (LFMZ) exclusive
of environmentally constrained non-developable land must be set aside for permanent open
space and must be available concurrent with development.
B. FY 2018-19 Facility Adequacy Analysis
To date, adequate open space has been provided to meet the performance standard.
Open space to meet the performance standard is provided concurrent with approval of
development projects. The location of performance standard open space must be indicated
during project-specific analysis. It must be in addition to any constrained areas, such as
protected wildlife habitat or slopes greater than 40%. At the time the Citywide Facilities and
Improvements Plan was adopted (1986), the LFMZ’s were divided into: a) those that were
considered already developed or in compliance with the growth management open space
performance standard, and b) those that still needed to comply with the standard.
a) In 1986 at the time of the CFIP adoption, LFMZs 1 through 10, and 16 were considered
to be already developed or in compliance with the open space performance
standard12.
In addition, Ordinance No. 9808 provided exemptions from the Growth Management
Plan and all of the performance standards for a number of projects that were
approved and/or in process at that time. These projects are also listed in a memo to
the City Manager on June 10, 1986.
In the case of LFMZ 9, the zone boundaries coincide with the project boundaries of
the Batiquitos Lagoon Educational Park Master Plan (MP 175, approved 10-22-1985),
which was exempted from growth management by Section 21.90.030(g) of Ordinance
No. 9808 if certain restrictions were met, including a dedication of open space13. In
anticipation of future construction, the developer of MP 175 dedicated the necessary
open space properties, completing that portion of the requirement for 21.90.030(g)14.
Although MP 175 ultimately was never constructed, these open space dedications
were maintained and became part of the open space for the project that followed,
12 City Council Resolution No. 8797
13 The restriction for open space required that “Prior to approval of the final map for Phase I the master plan developer
shall have agreed to participate in the restoration of a significant lagoon and wetland resource area and made any
dedications of property necessary to accomplish the restoration”.
14 City Council Resolution No. 8666 contained an agreement between the city and the developer for the open space
property dedications noted above.
Oct. 20, 2020 Item #4 Page 95 of 360
the Poinsettia Shores Master Plan (MP 175(D), approved 01-18-94), and are the basis
for how MP 175(D) and LFMZ 9 complied with the growth management open space
performance standard15.
b) The remaining LFMZs were required to comply with the performance standard.
Subsequent to the adoption of the CFIP, LFMZs 11-15, 17-21, and 23-25 have provided
adequate open space to meet the performance standard concurrent with
development.
LFMZ 22 has not yet met the performance standard, and as future development
occurs, additional open space will be required.
C. Buildout Facility Adequacy Analysis
As discussed above, all LFMZs, except for Zone 22, have met the growth management open
space performance standard. Future projects in LFMZ 22 must provide open space in
compliance with the performance standard.
15 Poinsettia Shores Master Plan, pages 4 and 22. The master plan states “the Growth Management Open Space
standard is already met for Zone 9 through the earlier preservation of the sensitive bluffs and slopes”.
Oct. 20, 2020 Item #4 Page 96 of 360
SCHOOLS
A. Performance Standard
School capacity to meet projected enrollment within the Local Facility Management Zone
(LFMZ) as determined by the appropriate school district must be provided prior to projected
occupancy.
B. FY 2018-19 Facility Adequacy Analysis
Currently, school capacity is in compliance with the growth management school performance
standard (see below). The city is served by four school districts as listed below:
1. Carlsbad Unified School District (CUSD)
According to both the district’s Long Range Facility Master Plan (approved Jan. 17, 2018)
and CUSD staff, the district can accommodate both the current enrollment levels and
expected future growth. The master plan indicates that the district has plans for
accommodating projected student enrollment levels through the next 15-20 years, which
includes proposals for renovating and replacing a variety of school facilities.
2. San Marcos Unified School District (SMUSD)
SMUSD staff indicated that the schools serving Carlsbad are currently at maximum
capacity, but that will-serve letters are still being issued by SMUSD for proposed
developments in the part of Carlsbad that is served by SMUSD schools, and that the
schools serving Carlsbad could accommodate the expected future growth within this area.
SMUSD completed construction in August 2019 of the La Costa Meadows Elementary
School Reconstruction Project, which reconstructed and modernized the school, and also
increased student capacity by 80 seats.
3. Encinitas Union Elementary School District
According to student enrollment and school capacity information provided by the school
district, sufficient student capacity exists for the 2018-19 school year for schools serving
Carlsbad.
4. San Dieguito Union High School District
According to student enrollment and school capacity information provided by the school
district, sufficient student capacity exists for the 2018-19 school year for schools serving
Carlsbad.
C. Buildout Facility Adequacy Analysis
Based on Chapter 3.11 of the 2015 General Plan EIR, for all school districts at all grade levels,
capacity is expected to be sufficient for the buildout student population with no need for
additional schools.
Oct. 20, 2020 Item #4 Page 97 of 360
SEWER COLLECTION SERVICES
A. Performance Standard
Trunk-line capacity to meet demand, as determined by the appropriate sewer districts, must
be provided concurrent with development.
B. FY 2018-19 Facility Adequacy Analysis
Sewer improvements are provided on a project by project basis concurrent with
development. Currently, the City of Carlsbad’s sewer service area pipelines comply with the
growth management performance standard. The sewer agencies that provide sewer
collection systems within the city include: Carlsbad, Leucadia Wastewater District and
Vallecitos Water District. Each agency indicates that they currently have adequate
conveyance capacity in place to meet Carlsbad’s sewer collection demands.
The City of Carlsbad is served by the following four major interceptor systems:
16 Million gallons per day (MGD)
17 The downstream sections (NB8 and NB9) of the North Batiquitos Sewer, often referred to as Ponto Sewer
and originally termed the Occidental Sewer
Interceptor System Sewer Districts Served Carlsbad Capacity Rights16
Vista/Carlsbad Interceptor City of Carlsbad & City of Vista
Ranges from
1.0 MGD up to 41.8 MGD (3.3%
to 50%)
Buena Interceptor City of Carlsbad & Buena
Sanitation District
Ranges from
1.2 MGD up to 3.6 MGD (18% to
35%)
Vallecitos Interceptor
City of Carlsbad, Buena
Sanitation District & Vallecitos
Water District
5 MGD
Occidental Sewer17 City of Carlsbad, City of Encinitas
& Leucadia Waste Water District 8.5 MGD (40%)
North Agua Hedionda
Interceptor City of Carlsbad 6 MGD (100%)
South Agua Hedionda
Interceptor City of Carlsbad 4.7 MGD (100%)
Oct. 20, 2020 Item #4 Page 98 of 360
For both the Vista/Carlsbad Interceptor and the Buena Interceptor, the percentage of
Carlsbad capacity rights increases in the downstream reaches of each interceptor system
(3.3% in the upstream reaches as they enter the Carlsbad service area and up to 35% or 50%
in the downstream reaches for Buena Interceptor and Vista/Carlsbad Interceptor,
respectively as they enter the Encina Water Pollution Control Facility).
C. Buildout Facility Adequacy Analysis
The City of Carlsbad 2019 Sewer Master Plan Update evaluated the sewer infrastructure
needs of the Carlsbad sewer service area and identified facilities required to accommodate
future sewer flows at buildout. The master plan identified the Vista/Carlsbad Interceptor and
Buena Interceptor as requiring improvements to accommodate build-out demand (see
below). Sewer trunk main adequacy is estimated by comparing wastewater flow projections
to the capacity of the sewer system using a computer model. Annual sewer flow
measurements are used to assess actual flows and to evaluate capacity in the sewers.
Collection system improvements to meet buildout conditions are identified at three
locations: Faraday Avenue, Poinsettia Avenue and Kelly Drive. These projects are
programmed in the CIP.
The adequacy of major sewer facilities for buildout conditions is summarized as follows:
Vista/Carlsbad Interceptor: The City’s 2019 Sewer Master Plan Update indicates that
portions of the V/C Interceptor do not satisfy buildout system flows. Hydraulic model results
indicate that the 36-inch diameter gravity mains of Reach VC-3 are insufficient to convey
buildout flows. Most of reach VC-3 consists of 36-inch diameter gravity main and is scheduled
for upsizing to 42 inches as a future CIP project to meet buildout flows.
Buena Interceptor: The Buena Interceptor is currently shared by Vista and Carlsbad and,
although the city’s wastewater flows are not projected to exceed its capacity rights, the
combined flows of Buena Sanitation District and City of Carlsbad during peak wet weather
periods exceed the design capacity criterion. As a result, Buena Sanitation District is
constructing a parallel trunk sewer which will allow flow from Buena Sanitation District to be
diverted to the parallel trunk sewer. Once completed in 2020, the City of Carlsbad will be the
only agency with flows remaining in the existing Buena Interceptor and peak wet weather
flow at buildout conditions would reach 7.3 mgd or approximately 69 percent of pipe
capacity.
Oct. 20, 2020 Item #4 Page 99 of 360
WATER DISTRIBUTION SERVICES
A. Performance Standard
Line capacity to meet demand as determined by the appropriate water district must be
provided concurrent with development. A minimum of 10-day average storage capacity must
be provided prior to any development.
B. FY 2018-19 Facility Adequacy Analysis
Carlsbad’s water distribution is provided by three agencies including the Carlsbad Municipal
Water District (CMWD) serving 32.32 square miles (82.7 percent of the city), Olivenhain
Municipal Water District (OMWD) serving 5.28 square miles (13.5 percent of the city), and
Vallecitos Water District (VWD) serving 1.48 square miles (3.8 percent of the city). These
districts indicate that they have adequate capacity to meet the growth management
performance standard.
Water service demand requirements are estimated using a computer model to simulate two
water distribution scenarios: 1) maximum day demand plus a fire event; 2) peak hour
demand. This computer model was calibrated using actual flow measurements collected in
the field to verify it sufficiently represents the actual water system.
Existing (2014 baseline year) and future (2040) daily demand and storage requirements for
CMWD, which is a subsidiary district of the City of Carlsbad, from the CMWD 2019 Potable
Water Master Plan are shown below:
Water Demand Flow Rate 18
Existing Maximum Day Demand 24.1 MGD
Future Maximum Day Demand 29.6 MGD
Water Storage Volume19
Existing Storage Requirement 35.4 MG
Existing Storage Capacity 47.5 MG (excluding Maerkle Dam storage)
Based on the water model analysis prepared for the CMWD 2019 Potable Water Master Plan,
future pipelines and water system facilities were identified to ensure water system
improvements are constructed to accommodate future customers. In addition, funds for the
construction of future facilities are included in the Capital Improvement Program. Therefore,
the future water infrastructure is programmed to be in place at the time of need to ensure
compliance with the performance standard.
18 Million gallons per day (MGD)
19 Million gallons (MG)
Oct. 20, 2020 Item #4 Page 100 of 360
Within the CMWD service area the existing average daily potable water demand for the
previous five years is shown below:
Fiscal Year MGD
2014-15 13.6
2015-16 11.4
2016-17 12.1
2017-18 13.4
2018-19 13.1
Compared to the average daily flow of 18.2 MGD in FY 2007-08, the lower water demand is a
result of (1) implementing a new tiered water rate structure to encourage water
conservation, (2) in 2009, a campaign was initiated to reduce customer consumption by the
wholesale water agencies, (3) the persisting drought has forced voluntary and mandatory
conservation measures in 2015, and (4) beginning in 2008 an expansion of CMWD’s recycled
water system lowered potable water consumption. Water conservation by CMWD customers
has resulted in an overall reduction in per capita consumption.
The 10-day storage requirement is a city growth management performance standard and a
planning criterion to accommodate pipeline maintenance recommended by the San Diego
County Water Authority. To meet the requirement, CMWD needs 131 MG of storage capacity
based on the average water demand identified in the 2019 Potable Water Master Plan and
187 MG for buildout conditions. CMWD has a total storage capacity of 242.5 MG which
consists of 195 MG of storage capacity at Maerkle Dam and 47.5 MG of storage capacity in
various storage tanks throughout the distribution system.
CMWD also has interagency agreements with OMWD, VWD and Oceanside to provide
additional supply if needed. In 2004, the OMWD completed construction of a water
treatment facility at the San Diego County Water Authority Emergency Storage Reservoir,
which provides the storage necessary to meet the 10-day storage criterion for OMWD.
VWD’s average day demand is 14.8 MGD with an existing storage capacity of 120.5 MG.
Through interagency sharing arrangements, VWD can obtain additional water supplies to
meet a 10-day restriction on imported water supply.
C. Buildout Facility Adequacy Analysis
As proposed land development projects are reviewed by the city, the Water Master Plans
from CMWD, OMWD, and VWD are consulted to check pipeline sizes and facility capacities
to verify adequacy to support the water needs of the project and city. To comply with water
master plan requirements, land development projects may be required to construct a master
plan water project concurrent with construction of the development project.
Oct. 20, 2020 Item #4 Page 101 of 360
The CMWD 2019 Potable Water Master Plan identifies facilities necessary to meet water
demands for buildout within its service area. These consist of new pipelines and pipeline
rehabilitation projects that are programmed into the CIP, some of which may be constructed
concurrently with new development projects in the northeastern portion of the city.
The 2019 Potable Water Master Plan identified that no additional storage is required to meet
the future storage requirements, due in part to conservation measures and expansion of
CMWD’s recycled water system. One pump station is identified as having a 12% capacity
deficiency for buildout which can be addressed through the CIP via pump station
improvements.
Oct. 20, 2020 Item #4 Page 102 of 360
Oct. 20, 2020 Item #4 Page 103 of 360
RESOLUTION NO. 2020-208
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD,
CALIFORNIA, DETERMINING DEFICIENCIES OF SIX STREET FACILITIES
ACCORDING TO THE GROWTH MANAGEMENT PLAN VEHICULAR LEVEL OF
SERVICE STANDARD AS DESCRIBED IN THE FY 2018-19 ANNUAL
MONITORING REPORT
WHEREAS, in 1986, the city adopted Proposition E (Growth Management Plan), which amended
the city's General Plan to "ensure that all necessary public facilities will be available concurrent with
need to serve new development ... In guaranteeing that facilities will be provided emphasis shall be
given to ensuring good traffic circulation, schools, parks, libraries, open space and recreational
amenities;" and
WHEREAS, the Growth Management Plan (GMP) is implemented through Carlsbad Municipal
Code Chapter 21.90 and the Citywide Facilities and Improvements Plan; and
WHEREAS, the GMP makes the approval of new development contingent upon adequacy of
public facilities, based on performance standards for eleven identified public facilities incorporated into
the Citywide Facilities and Improvements Plan; and
WHEREAS, the General Plan Mobility Element and the Citywide Facilities and Improvements
Plan (CFIP) include the City's GMP circulation performance standard, which was updated in 2015 to
comply with new state planning laws; and
WHEREAS, the Legislature adopted the Complete Streets Act of 2008 (AB 1358), which requires
General Plans "to plan for a balanced, multimodal transportation network that meets the needs of all
users of streets, roads, and highways for safe and convenient travel in a manner that is suitable to the
rural, suburban, or urban context of the general plan;" and
WHEREAS, the Legislature also adopted SB 375 in 2008 which calls public agencies to consider
changes in residential development patterns which provide expanded transit service and accessibility,
walkable communities, access to non-vehicular modes of transportation resulting in reductions in
Vehicle Miles Traveled; and
WHEREAS, the Legislature adopted SB 743 in 2013, which explains that "It is the intent of the
Legislature to balance the need for level of service standards for traffic with the need to build infill
housing and mixed-use commercial developments within walking distance of mass transit facilities,
Oct. 20, 2020 Item #4 Page 104 of 360
downtowns, and town centers and to provide greater flexibility to local governments to balance these
sometimes competing needs" (Gov. Code§ 65088.4(a)); and
WHEREAS, the State Legislative Analyst's Office 2015 Report on California's High Housing Costs,
explains that "Workers in California's coastal communities commute 10 percent further each day than
commuters elsewhere, largely because limited housing options exist near major job centers;11 and
WHEREAS, in 2015 the City amended its General Plan and CFIP Circulation Performance
standards to incorporate these new transportation planning strategies to provide access for multi-
modal circulation, which have the benefits of improved air quality, reduced GHG emissions, and
reduced trip generation; and
WHEREAS, in 2015 the City's CFIP Circulation Performance Standard was revised to state
"Implement a comprehensive livable streets network that serves all users of the system -vehicles,
pedestrians, bicycles and public transit. Maintain LOS Dor better for all modes that are subject to this
multi-modal level of service (MM LOS) standard, as identified in Table 3-1 of the General Plan Mobility
Element, excluding LOS exempt intersections and streets approved by the City Council;" and
WHEREAS, in 2015 the City's CFIP Circulation Performance Standard was also revised to further
state: "The city's approach to provide livable streets recognizes that optimum service levels cannot be
provided for all travel modes on all streets within the city. This is due to competing interests that arise
when different travel modes mix. Therefore, the General Plan Mobility Element intends to provide a
balanced mobility system that identifies, based on the type of street (street typology), the travel modes
for which service levels should be enhanced and maintained per the multi-modal level of service
(MMLOS) standard specified in the city's Citywide Facilities and Improvements Plan;11 and
WHEREAS, in 2015 Mobility Element Policy 3-P.9 was adopted and states in part that the City
may "Develop and maintain a list of street facilities where specified modes of travel are exempt from
the LOS standard (LOS exempt street facilities), as approved by the City Council. For LOS exempt street
facilities, the city will not implement improvements to maintain the LOS standard outlined in Policy 3-
P.4 if such improvements are beyond what is identified as appropriate at build out of the General Plan.
In the case of street facilities where the vehicle mode of travel is exempt from the LOS standard, other
non-vehicle capacity-building improvements will be required to improve mobility through
implementation of transportation demand and transportation system management measures ... ;11 and
Oct. 20, 2020 Item #4 Page 105 of 360
WHEREAS, in 2015 North County Advocates filed a lawsuit against the City of Carlsbad
challenging the amendments to the General Plan and the CFIP, alleging that they violated the City's
Growth Management Plan (North County Advocates v. City of Carlsbad {San Diego County Superior
Court Case No. 37-2015-00035458-CU-WM-NC.); and
WHEREAS, in 2017, North County Advocates v. City of Carlsbad {San Diego County Superior
Court Case No. 37-2015-00035458-CU-WM-NC) was settled and dismissed with prejudice; and
WHEREAS, the 2017 Settlement with North County Advocates acknowledged "As part of the
development review process the City shall evaluate all discretionary projects for consistency with
applicable General Plan policies and CAP measures and actions that aim to reduce roadway congestion
and vehicular miles traveled {VMT), through Transportation Demand Management {TDM techniques
and multi-modal improvements.") Within twelve {12) months, the City shall update is Traffic Impact
Analysis {TIA) Guidelines, incorporating multi-modal level of service {MMLOS) analysis to address
vehicle, bicycle, pedestrian, and transit modes of travel, and including transportation demand
management {TDM) trip reduction methodologies and best practices to reduce automobile trips and
improvement travel model shift. The updated TIA Guidelines will also be used to determine
requirements for offsetting project impacts and evaluating opportunities for improving project-level
connections for all travel modes {vehicle, bicycle, pedestrian, and transit). Within twelve {12) months
of the state Office of Planning and Research {OPR) issuing final amendments to the CEQA Guidelines
regarding the use of VMT as the primary metric to analyze transportation impacts rather than vehicle
level of service {LOS), the City, in collaboration with SAN DAG and applicable working groups, will revise
the updated TIA Guidelines to be consistent with OPR's final amendments to the CEQA Guidelines"
{2017 North County Advocates Settlement, Section 4.3.6); and
WHEREAS, the GMP requires annual monitoring to measure adequate performance of various
public facilities, including circulation; and
WHEREAS, the FY 2018-19 annual monitoring report was released in August 2020, and identified
the following seven street facilities as not meeting the vehicular LOS component of the City's
Circulation performance standard, including:
1. Southbound College Boulevard from Aston Avenue to Palomar Airport Road
2. Eastbound Palomar Airport Road from Avenida Encinas to Paseo del Norte
3. Westbound Palomar Airport Road from Paseo del Norte to Avenida Encinas
Oct. 20, 2020 Item #4 Page 106 of 360
4. Northbound College Boulevard from Carlsbad Village Drive to Oceanside City Limits
5. Eastbound Cannon Road from Avenida Encinas to Paseo del Norte
6. Westbound Cannon Road from Paseo del Norte to Avenida Encinas
7. Southbound El Camino Real from Tamarack Avenue to Cannon Road; and
WHEREAS, on Dec. 17, 2019, City Council adopted Resolution No. 2019-270, which in part
determined street facility #1 above (Southbound College Boulevard from Aston Avenue to Palomar
Airport Road} to be deficient but not exempt because City Council expedited Capital Improvement
Program (CIP} Project No. 6028, which will resolve the deficiency as provided under CMC §§ 21.90.080
and 21.90.130(c}(2}; and
WHEREAS, street facilities #2 and #3 (Eastbound and Westbound Palomar Airport Road from
Avenida Encinas to Paseo del Norte} include portions that were previously exempted from the LOS D
standard in the General Plan Mobility Element, which are the Palomar Airport Road sections of corridor
between lnterstate-5 and Paseo del Norte; and the non-exempt sections of Palomar Airport Road
between Avenida Encinas and lnterstate-5 also do not meet the vehicular LOS D standard; and
WHEREAS, when a performance standard is exceeded, Carlsbad Municipal Code§§ 21.90.080
and 21.90.130 state "If at any time after preparation of a local facilities management plan the
performance standards established by a plan are not met then no development permits or building
permits shall be issued within the local zone until the performance standard is met or arrangements
satisfactory to the city council guaranteeing the facilities and improvements have been made;" and
WHEREAS, the City interprets Carlsbad Municipal Code § 21.90.080 and § 21.90.130 as
providing the City a reasonable period of time for addressing such deficiencies, in keeping with Gov.
Code§ 65860(c}; and
WHEREAS, as described in the subsequent recitals, the City Attorney and the California
Department of Housing and Community Development (HCD} do not believe the City has the authority
to implement a moratorium in response to the vehicular LOS exceedances under CMC §§ 21.90.080
and 21.90.130; and
WHEREAS, the affected Local Facility Management Zones of the six street facilities are Zones 1,
3, 7, 8 and 13; and
WHEREAS, the City of Carlsbad has a Regional Housing Needs Allocation (RHNA} of 4,999
residential units {General Plan Housing Element, table 10-1} which it has not yet been fulfilled, and
Oct. 20, 2020 Item #4 Page 107 of 360
Zones 1, 3, 7, 8 and 13 within the City of Carlsbad would allow development of approximately 2755
dwelling units; and
WHEREAS, Senate Bill 166 of 2017 states that "Each city, county, or city and county shall ensure
that its housing element inventory ... can accommodate, at all times throughout the planning period, its
remaining unmet share of the regional housing need allocated pursuant to Section 65584" and the
California Department of Housing and Community Development (HCD) has taken the position that
exceedances of vehicular Level of Service standards cannot constitute a basis for implementing a
moratorium that precludes attainment of a City's RHNA Allocation (Attachment B); and
WHEREAS, Senate Bill 330, the Housing Crisis Act of 2019, states that where housing is an
allowable use, the City is prohibited for enacting a "development policy, standard or condition" that
would have the effect of "imposing a moratorium or similar restriction or limitation on housing
development ... other than to specifically protect against an imminent threat to the health and safety of
persons residing in, or within the immediate vicinity of, the area subject to the moratorium ... ," and any
moratorium adopted pursuant to such an exemption would require approval from HCD (Gov. Code, §
66300(b)(1)(B)(i) and (ii)); and
WHEREAS, on April 17, 2020 the City of Carlsbad received an opinion from HCD (Attachment A)
which states in part that "the housing moratorium adopted pursuant to the City's GMP would be
impermissible under Government Code section 66300 ... HCD does not consider, however, that general
concerns about the health and welfare of the citizenry-including traffic conditions that cause minor
delays-present an imminent threat to health and safety ... ln this case, the City's proposed moratorium
would prohibit the issuance of any development or building permits in Local Facilities Management
Zone 15 ("LFMZ 15") until four (4) identified street facilities meet the vehicle level of service ("LOS")
performance standard of Dor the necessary improvements are guaranteed. (See City of Carlsbad Mun.
Code, § 21.90.080.) LOS D simply refers to the rate at which traffic flows on a roadway, and at LOS D
there is no longer free flow of traffic but instead congestion that borders on unstable flow ... While such
congestion may be uncomfortable, there is no indication in the City's GMP or in the City's
Transportation Impact Analysis Guidelines that such a standard represents an imminent threat to the
health and safety of the residents .of LFMZ or those in the immediate area. Accordingly, HCD is of the
opinion that such a moratorium cannot permissibly be adopted or enforced consistent with
Government Code section 66300."
Oct. 20, 2020 Item #4 Page 108 of 360
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Carlsbad, California, as
follows:
1.
2.
That the above recitals are true and correct and are incorporated herein by reference as
findings set forth in full.
That the City Council finds that Gov. Code § 65863{a) (SB 166 [2017]) and Gov. Code, §
66300(b)(l)(B)(i) (SB 330 [2019]) preempt the City from implementing a moratorium
pursuant to Carlsbad Municipal Code§§ 21.90.080 and 21.90.130 and GMP regulations;
3. That the City Council determines a deficiency of the vehicular LOS component of the City's
Circulation performance standard exists for the following street facilities based on the
results of the FY 2018-19 growth management annual monitoring report:
a. Eastbound Palomar Airport Road from Avenida Encinas to Paseo del Norte (street
facility No. 2 above)
b. Westbound Palomar Airport Road from Paseo del Norte to Avenida Encinas (street
facility No. 3 above)
c. Northbound College Boulevard from Carlsbad Village Drive to Oceanside City Limits
(street facility No. 4 above)
d. Eastbound Cannon Road from Avenida Encinas to Paseo del Norte (street facility No.
5 above)
e. Westbound Cannon Road from Paseo del Norte to Avenida Encinas (street facility
No. 6 above)
f. Southbound El Camino Real from Tamarack Avenue to Cannon Road (street facility
No. 7 above)
4. That the City Council determines no changes have occurred since the adoption of
Resolution nos. 2020-105 and 2019-270 that would warrant lifting the exemptions for
the street facilities described in no. 3 above.
5. The City finds that the Growth Management Plan/General Plan Monitoring Report do
not constitute a "project" within the meaning of the California Environmental Quality
Act {CEQA) in that it has no potential to cause either a direct physical change in the
Oct. 20, 2020 Item #4 Page 109 of 360
environment, or a reasonably foreseeable indirect physical change in the environment,
and therefore does not require environmental review.
6. If any section, subsection, sentence, clause, or phrase of this resolution is for any reason
held to be invalid or unconstitutional by the decision of any court of competent
jurisdiction, such decision shall not affect the validity of the remaining portions of the
resolution. The City Council hereby declares that it would have passed this resolution
and each section, subsection, sentence, clause, and phrase thereof, irrespective of the
fact that any one or more sections, subsections, sentences, clauses, or phrases be
declared invalid or unconstitutional.
PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City of
Carlsbad on the 20th day of October, 2020, by the following vote, to wit:
AYES:
NAYS:
ABSENT:
Hall, Blackburn, Bhat-Patel, Schumacher.
None.
None.
MATT HALL, Mayor
~7;!~
BARBARA ENGLESON, City Clerk
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The Housing Crisis Act of 2019 does not define “imminent threat to the health and safety of persons.” HCD does not consider, however, that general concerns about the health and welfare of the citizenry—including traffic conditions that cause minor delays—present an imminent threat to health and safety. The word imminent suggests
something that will happen in the very immediate future. (Black’s Law Dictionary (11th
ed. 2019) (“Imminent” means “threatening to occur immediately; dangerously impending” or “[a]bout to take place.”); Webster’s New World College Dictionary (4th ed. 2010) (“Imminent” means “likely to happen without delay; impending; threatening”).) Imminent threats to the “health and safety of persons” implies an impending or
immediate threat to human life, human health, or human safety. It is a much narrower consideration that notions of “health and welfare” that motivated the adoption of the City’s GMP.
The City’s GMP appears to be designed to assure that housing development in the City and the provision of public services are closely aligned (City of Carlsbad Mun. Code, §
21.09.010.) Nothing in the City’s GMP or in its Growth Management Ordinance (City of Carlsbad Mun. Code, Chapter 21.90) indicate that they were adopted with the intent to avert imminent threat to the health and safety of the residents of Carlsbad. Neither do the GMP or the Growth Management Ordinance indicate that imminent threats to health and safety are a mandatory consideration in deciding whether to impose such a
moratorium. The purposes of the ordinance are reflected in its placement in the Municipal Code. The ordinance is housed in the Zoning Code, under the chapter for Growth Management, rather than under, for instance, Health and Sanitation, which includes Emergency Services and Health and Sanitation. The overall purpose of the Zoning Code is described as “to provide the economic and social advantages resulting
from an orderly planned use of land resources.” (City of Carlsbad Mun. Code, § 21.02.010.)
In this case, the City’s proposed moratorium would prohibit the issuance of any development or building permits in Local Facilities Management Zone 15 (“LFMZ 15”) until four (4) identified street facilities meet the vehicle level of service (“LOS”)
performance standard of D or the necessary improvements are guaranteed. (See City of Carlsbad Mun. Code, § 21.90.080.) LOS D simply refers to the rate at which traffic flows on a roadway, and at LOS D there is no longer free flow of traffic but instead congestion that borders on unstable flow. (City of Carlsbad, Transportation Impact Analysis Guidelines (April 2018), p. 22.) While such congestion may be uncomfortable,
there is no indication in the City’s GMP or in the City’s Transportation Impact Analysis Guidelines that such a standard represents an imminent threat to the health and safety of the residents of LFMZ or those in the immediate area. Accordingly, HCD is of the opinion that such a moratorium cannot permissibly be adopted or enforced consistent with Government Code section 66300.
Oct. 20, 2020 Item #4 Page 111 of 360
Thank you for reaching out to HCD for this guidance. We look forward to hearing from the City as to the action it takes on its proposed moratorium. Please contact Melinda Coy of our staff, at Melinda.Coy@hcd.ca.gov with any questions.
Sincerely,
Zachary Olmstead Deputy Director
Oct. 20, 2020 Item #4 Page 112 of 360
STATE OF CALIFORNIA -BUSINESS CONSUMER SERVICES AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT
DIVISION OF HOUSING POLICY DEVELOPMENT
2020 W. El Camino Avenue, Suite 500 Sacramento, CA 95833 (916)263-2911 / FAX (916) 263-7453
www.hcd.ca.gov
January 2, 2018
Mr. Joe Hoefgen, City Manager
City of Redondo Beach 415 Diamond Street Redondo Beach, CA 90277
Dear Mr. Hoefgen:
RE: Redondo Beach's 5th Cycle (2013-2021) Adopted Four-Year Housing Element Update
Thank you for submitting the City of Redondo Beach's housing element adopted September 19, 2017 and received for review on October 4, 2017. The Department also
received Ordinance No. 3174-17 pertaining to zoning for emergency shelters on December 20, 2017. Pursuant to Government Code (GC) Section 65585(h), the Department is reporting the results of its review.
On July 20, 2017, the Department found the City of Redondo Beach's draft housing element to meet most statutory requirements. The Department also found the element would comply with housing element law once the City has completed zoning amendments to permit emergency shelters and submitted the adopted element. While the City has completed zoning for emergency shelters and submitted the adopted element, the Department understands the City, sometime shortly after July 20, 2017, has
adopted an ordinance imposing a moratorium on mixed use development, including multifamily. The moratorium significantly limits the availability of sites identified in the element to accommodate lower-income households and constrains a variety of housing types, including multifamily and supportive housing. As a result, the element does not comply with housing element law and the following revisions are necessary:
1.Include an inventory of land suitable for residential development, including vacant sitesand sites having the potential for redevelopment, and an analysis of the relationship ofzoning and public facilities and services to these sites (Section 65583(a)(3)). The
inventory of land suitable for residential development shall be used to identify sites thatcan be developed for housing within the planning period (Section 65583.2).
The City has a total regional housing need of 1,397 units, including 595 for lowerincome households. To accommodate the projected housing need for lower-income
households, the City identified a capacity for 938 to 1,290 units with appropriate
densities to accommodate lower-income households. However, the recently imposed moratorium precludes multifamily development on over two-thirds (640 units) of the identified capacity for lower-income households. Further, the remaining identified capacity for lower-income households appears attributed to Site #5 where the Department understands the City is processing a residential development application. While the Department acknowledges the City's efforts to process a residential
EXHIBIT 2 - ATTACHMENT B
Oct. 20, 2020 Item #4 Page 113 of 360
Governor
Mr. Hoefgen, City Manager
Page 2
development application, the Department understands the application does not include housing for lower-income households; leaving potentially no capacity remaining to accommodate lower-income households. As a result, the element must list and analyze sufficient and suitable sites to accommodate the regional housing need for lower-income households and include program(s), as appropriate, to address a shortfall of capacity. The site listing and analysis and programs must address all the requirements of GC Se ction 65583.2. For more information, see http://www.hcd.ca.gov/community-development/building-blocks/index.shtml.
In addition, please be aware housing element law and other housing related laws have been changed or added and take effect January 1, 2018. For example, no net loss law (GC Section 65863) was amended to clarify "At no time, ... shall ... " a local government take action to cause an inventory to be insufficient to accommodate housing for lower-income households. In addition, housing element law was amended regarding analysis and programs related to the suitability and availability of sites (AB 1397). For more information, see the Department's website at http://www.hcd.ca.gov/policy-research/lhp.shtml.
2.Analyze potential and actual governmental constraints upon the maintenance,improvement, or development of housing for all income levels, including land-usecontrols, building codes and their enforcement, site improvements, fees and otherexactions required of developers, and local processing and permit procedures
(Section 65583(a)(5)).
Taking actions to prohibit, even temporarily, multifamily development is viewed as aserious constraint and contrary to planning and zoning law, particularly housingelement and related laws. This is particularly important since the recently adoptedelement makes no mention of imposing a moratorium, nor was the Department madeaware of this crucial information prior to its July 2017 findings. Further, GC Section65858 was amended in 2001 for the purpose of heightening the standard of findingswhen imposing moratoriums on multifamily development. The City's findings do notappear to meet this heightened standard. For example, the City appears to bemerely relying on a level of service (LOS) standard as a proxy for having a "specific,adverse impact upon the public health or safety standards" with little or no analysis tosupport making such a finding. Given the importance of encouraging multifamilydevelopment and not imposing constraints, the element must be revised to analyzethe moratorium as a constraint on the cost, supply and timing of housing and includeprograms as appropriate to address and remove the constraint.
3.Identify adequate sites which will be made available through appropriate zoning anddevelopment standards and with public services and facilities needed to facilitate andencourage the development of a variety of types of housing for all income levels,including rental housing, factory-built housing, mobilehomes, and emergency sheltersand transitional housing. Where the inventory of sites, pursuant to paragraph (3) ofsubdivision (a), does not identify adequate sites to accommodate the need for groupsof all household income levels pursuant to Section 65584, the program shall providefor sufficient sites with zoning that permits owner-occupied and rental multifamily
Oct. 20, 2020 Item #4 Page 114 of 360
Mr. Hoefgen, City Manager
Page 3
residential use by right, including density and development standards that could accommodate and facilitate the feasibility of housing for very low-and low-income households (Section 65583(c)(1)).
The housing element shall contain programs which address, and where appropriate and legally possible, remove governmental constraints to the maintenance, improvement, and development of housing (Section 65583(c)(3)).
As noted above, the element does not list and analyze sufficient sites to
accommodate the regional housing need and does not include analysis of imposing a
moratorium as a potential constraint. Based on the results of complete analyses, the
City may need to add or revise programs to address a shortfall of sites or zoning available to encourage a variety of housing types and address and remove
governmental constraints.
Once the element has been revised and adopted to address the above requirements, it will comply with State housing element law. For more information or assistance, please
contact Greg Nickless, of our staff, at (916) 274-6244.
Sincerely,
Jennifer Seeger
Assistant Deputy Director
Oct. 20, 2020 Item #4 Page 115 of 360
City of Carlsbad
Annual Open Space Status Report for Fiscal Year 2018/2019
July 1, 2018 - June 30, 2019
The table below shows the amount of designated open space acreage by category in each of the Local Facilities
Management Zones (LFMZ). This data is current through the end of the Fiscal Year 2018/2019, ending on June 30,
2019.
Minor changes to designated open space occurred in LFMZ 1, 6, 8, 11, 19 and 20 during the fiscal year reporting
period. Updated parcels from the San Diego County assessor parcel map (SanGIS) were used to rectify differences
between lot lines from recorded final maps with open space easements. In connection with the Poinsettia 61
residential project and March 2017 Community Benefit Agreement, changes to Zone 8 and 19 were made to
reflect the switching of open space categories from category 3 to category 1 for portions of Veterans Park and
Aviara Park. In total, open space increased by 13.1 acres citywide from the previous annual report.
1 2 3 4
LFMZ
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Total
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Open
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1 540.2 6.8 133.2 35.6 715.9 3395.5 21.1%
2 91.9 0.0 9.5 25.8 127.3 805.4 15.8%
3 55.7 0.0 3.3 0.0 59.0 625.4 9.4%
4 32.9 0.0 25.3 44.6 102.8 507.8 20.2%
5 483.2 0.0 110.9 4.7 598.9 2440.0 24.5%
6 228.9 0.0 280.4 18.9 528.2 2606.9 20.3%
7 276.9 0.0 28.3 39.2 344.4 812.8 42.4%
8 490.8 0.0 90.9 13.8 595.4 743.1 80.1%
9 195.1 0.0 3.9 8.7 207.8 471.6 44.1%
10 246.8 0.0 114.2 103.2 464.2 766.8 60.5%
11 920.2 0.0 41.9 148.7 1110.7 2290.6 48.5%
12 95.3 0.0 16.5 25.9 137.7 660.9 20.8%
13 113.7 232.4 0.0 0.0 346.1 736.9 47.0%
14 535.0 0.0 21.1 9.0 565.0 827.5 68.3%
15 716.6 89.5 34.2 5.1 845.4 1536.3 55.0%
16 219.7 0.0 0.0 0.0 219.7 413.7 53.1%
17 187.7 0.0 5.6 31.2 224.5 588.4 38.2%
18 299.9 0.0 14.0 30.8 344.7 899.9 38.3%
19 794.5 0.0 200.9 18.7 1014.1 1611.6 62.9%
20 200.2 0.0 34.8 23.6 258.6 805.1 32.1%
21 108.1 0.0 5.5 4.4 118.0 267.4 44.1%
22 69.2 0.0 1.5 3.5 74.2 431.0 17.2%
23 184.4 0.0 0.0 0.0 184.4 284.4 64.8%
24 65.3 0.0 10.0 6.6 81.9 199.6 41.0%
25 232.0 0.0 0.1 0.0 232.1 299.9 77.4%
Totals 7,384.1 328.8 1,185.9 602.1 9,500.8 25,028.4 38.0%
EXHIBIT 3
Oct. 20, 2020 Item #4 Page 116 of 360
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1 - Preserva tion of N a tura l Resources
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PLEASE N OTE: Open spa ce a rea s on this m a p a re derived from the Sa n Diego County a ssessor pa rcelm a p from Sa nGIS.org, which is the best m a pping ba se currently a va ila ble for a city-wide perspective.However, the pa rcel lines a nd the open spa ce a rea s within them m ust be considered a s a pproxim a tionsonly, a nd a re not to be used to esta blish definitive lines of ownership or la nd sta tus.
THIS MAP/DATA IS PROV IDED W ITHOUT W ARRAN TY OF AN Y KIN D, EITHER EX PRESS ORIMPLIED, IN CLUDIN G BUT N OT LIMITED TO, THE IMPLIED W ARRAN TIES OF MERCHAN TABILITYAN D FITN ESS FOR A PARTICULAR PURPOSE.
GIS pa rcel da ta is derived from Sa nGIS/SAN DAG downloa da ble da ta - www.sa ngis.org.Copyright Sa nGIS 2019.
J:\RequestsMa rch2015\Com EconDev\Pla nning\RITM0015030_ 19\OpenSpa ceByLFMZ .m xd
Open SpaceStatus Report MapFiscal Year2018/2019As of June 30, 2019
Future open spa ce a rea is not counted in the open spa ce a crea geta ble on this m a p. For m ore inform a tion, see Genera l Pla n La nd Usea nd Com m unity Design Elem ent, ‘Specia l Pla nning Considera tions:Ca rlsba d Bouleva rd/Agua Hedionda Center.’
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602.1 6.3% 2.4%Total 9500.8 38.0%
Oct. 20, 2020 Item #4 Page 117 of 360
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c Cityof
Carlsbad
City of Carlsbad
Roadway Level of Service Analysis
February 2020
Prepared By:
Exhibit 4
Oct. 20, 2020 Item #4 Page 118 of 360
tyof
lsbad
Kimley >>> Horn
Table of Contents
Introduction.............................................................................................................................. 3
Analysis Methodology ................................................................................................................ 3
Figure 1- Data Collection Locations ........................................................................................ 5
Figure 2- Roadway Peak Volumes .......................................................................................... 6
Analysis Results ......................................................................................................................... 7
Table 1 – New Methodology Roadway Volume and Level of Service AM/PM ............................... 8
Figure 3- New Methodology Roadway Level of Service Summary ..............................................12
Upcoming Projects and Recommendations ...................................................................................13
North Coast Corridor Public Works Plan ................................................................................13
Appendix .................................................................................................................................14
Appendix A...........................................................................................................................15
Figure 4 - Unadjusted Capacity Methodology Roadway Level of Service Summary .......................16
Table 2 – Comparing LOS from New Methodology and Unadjusted Capacity ..............................17
Appendix B ...........................................................................................................................18
Appendix C ...........................................................................................................................19
Oct. 20, 2020 Item #4 Page 119 of 360
Introduction
This document summarizes the Level of Service (LOS) analysis of 43 roadway segments in the City of
Carlsbad. The LOS analysis is used to provide qualitative evaluation based on quantitative calculations of
roadway performance. Results of the LOS analysis can identify potential Traffic Signal Management
solutions to improve traffic flow, be used to evaluate traffic conditions in future environmental
documents and monitor transportation facilities as required by the Growth Management Program
(GMP).
New State laws, updates to the California Environmental Quality Act (CEQA) and the City’s
Transportation Impact Analysis (TIA) Guidelines, all established that auto delay methodologies cannot be
used to define environmental impacts related to new developments. Instead, all analyses should be
consistent with the most recent version of the Highway Capacity Manual (HCM).
The City of Carlsbad has previously used planning-level capacities to associate a daily volume with a level
of service on roadway segments, using a constant value commonly set at 1,800 vehicles per hour (vph)
per lane. This methodology was inconsistent with the HCM as it did not account for typical roadway
factors such as signal spacing or lost time — all of which reduce capacity. As a result, the unadjusted
capacity methodology did not adequately reflect actual roadway conditions.
The City’s new methodology evaluates roadway facilities using roadway segment capacities adjusted
based on specific characteristics of the roadway and quantified using ARTPLAN software consistent with
Volume 3 of the HCM, as documented in Carlsbad Roadway Capacity Tables. These capacities consider
roadway geometry and operational factors such as type of facility, number of lanes, cycle length,
distance between intersections, number of lanes, posted speed limit, and roadway type (e.g. divided or
undivided). The Roadway Capacity Tables better reflect actual field conditions and will be used for the
new City of Carlsbad TIA Guidelines and GMP monitoring.
Analysis Methodology
Data was collected by National Data and Surveying Services (NDS) along the study corridors on
Wednesday, May 1, 2019 and Tuesday, May 7, 2019 as well as follow up counts along Palomar Airport
Road from El Fuerte to Melrose Road and El Camino Real between Tamarack and Cannon from Tuesday
September 17, 2019 through Thursday September 19, 2019. This represents typical weekday traffic
conditions. Counts were collected midblock at 15-minute increments for a 24-hour period each day. For
each roadway segment, the highest volume of the two days peak AM and PM periods were determined
by direction. The locations at which data was collected are presented in Figure 1. The highest peak
volumes at each location are presented in Figure 2.
The analysis was completed using this peak period data, comparing AM/PM peak volumes to the
Carlsbad Roadway Capacity Tables to determine LOS. The Appendix to this report includes an evaluation
between the new methodology in this report and the old methodology previously used by the City:
a)New Methodology: compares AM/PM peak volumes to the Carlsbad Roadway Capacity Tables to
determine LOS.
b) Unadjusted Capacity Methodology: determines LOS by comparing AM/PM peak volumes to the
unadjusted 1,800 vphpl
Oct. 20, 2020 Item #4 Page 120 of 360
When calculating roadway LOS using the new methodology, a subsequent analysis may be necessary.
Per the HCM, a facility, comprised of smaller and contiguous segments between signalized intersections,
is reported as failing if the volume along any segment of that facility exceeds its capacity. To address this
situation, when a facility reaches LOS D conditions, a subsequent evaluation is conducted to determine if
either:
a)The volume of any one segment of the facility exceeds its capacity, and the facility should be
reported as LOS F; or
b) All segments of the facility have volumes under the reported capacity and the facility should
remain as LOS D.
The comparison in Appendix A is provided for informational purposes to demonstrate the magnitude of
change between the methodologies. A flow chart illustrating the subsequent evaluation methodology is
provided in Appendix B.
Oct. 20, 2020 Item #4 Page 121 of 360
Figure 1- Data Collection Locations
Oct. 20, 2020 Item #4 Page 122 of 360
Legend
--Studied Roadways
• Tube Count Locations (September 2019)
• Tube Count Locations (May 2019)
• Counts provided by City (after July, 1 2018)
Counts provided by City (before July 1, 2018)
[ J Carlsbad Boundaries ...
NORTH
0 0.5 1 2 ----===::::i Miles
Figure 2- Roadway Peak Volumes
Oct. 20, 2020 Item #4 Page 123 of 360
J
,
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..... .,;J,:j '> '
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-
Legend
Highest Peak Volumes
-Less than 1,500
-1,501-2000
-2,000 -2,500
-More than 2,500
L.J Cartsbad Boun,cJaries
..... 0 0.5 1 2
NORTH ----====Miles J
Analysis Results
The peak direction capacity and resulting LOS from comparison of AM and PM volumes using the new
methodology are shown in Table 1. Results using the new methodology are summarized and illustrated
in Figure 3.
There was construction along Palomar Airport Road from Paseo del Norte to Armada and may explain
the low LOS for this roadway segment. Volumes may need to be verified at that location.
Using the new methodology, the results support the HCM statement (pages 16-27) that the Roadway
Capacity Tables are an appropriate tool for general planning purposes like GMP and determining
development-related environmental impacts. Since the Roadway Capacity Tables consider several
roadway operational factors, the new methodology captures a more realistic analysis of LOS.
Oct. 20, 2020 Item #4 Page 124 of 360
Table 1 – New Methodology Roadway Volume and Level of Service AM/PM
N/S
Streets
Count
Index No. Limits Lane/Posted Speed/Median Type Direction Peak Direction Capacity AM Peak Hour PM Peak Hour Typology Exempt A B C D E Volume LOS Volume LOS
El Camino
Real
1 City Limits to Marron Road
3/35/D NB ** ** ** ** 1400 1278 E 1770 F Arterial Street X 3/35/D SB ** ** ** ** 1400 1760 F 1495 F
2 Marron Road to Carlsbad Village Drive
3/35/D NB ** 140 2070 2520 ## 958 C 1314 C Arterial Street 3/35/D SB ** 140 2070 2520 ## 1454 C 1005 C
3 Carlsbad Village Drive to Tamarack Avenue
3/55/D NB 1930 2850 2900 ## ## 816 A 1604 A Arterial Street 3/55/D SB 1930 2850 2900 ## ## 1791 A 788 A
4 Tamarack Avenue to Cannon Road
3/55/D NB ** ** 2400 2800 ## 1332 C 2174 C Arterial Street 3/55/D SB ** ** 2400 2800 ## 2900 F 1354 C
5 Cannon Road to College Boulevard
3/55/D NB ** 1060 1860 ## ## 1484 C 3229 F Arterial Street X 3/55/D SB ** 2150 2900 ## ## 3118 F 1648 B
6 College Boulevard to Palomar Airport Road
3/55/D NB 270 2750 2940 ## ## 1326 B 1813 B Arterial Street 3/55/D SB 270 2750 2940 ## ## 1857 B 1631 B
7 Palomar Airport Road to Camino Vida Roble
3/55/D NB ** ** 1330 2510 2580 1534 D 1598 D Arterial Street X 3/55/D SB ** ** 1330 2510 2580 1715 D 1385 D
8 Camino Vida Roble to Poinsettia Lane
2/55/D NB ** 970 2020 2100 ## 1620 C 1406 C Arterial Street X 3/55/D SB ** 1470 2020 2900 ## 1510 C 1832 C
9 Poinsettia Lane to Aviara Parkway-Alga Road
3/55/D NB ** ** 2100 2820 2900 1782 C 1709 C Arterial Street X 3/55/D SB ** ** 2100 2820 2900 1808 C 1920 C
10 Aviara Parkway-Alga Road to La Costa Avenue
3/55/D NB ** 1390 2580 ## ## 1840 C 2356 C Arterial Street X 3/55/D SB ** 800 1920 ## ## 2751 F 2373 F
11 La Costa Avenue to
Leucadia Boulevard
3/55/D NB ** ** 1880 2820 2880 1187 C 1763 C Arterial
Street 3/55/D SB ** ** 1880 2820 2880 1987 D 1404 C
Oct. 20, 2020 Item #4 Page 125 of 360
Table 1 – New Methodology Roadway Volume and Level of Service AM/PM
N/S
Streets
Count
Index No. Limits Lane/Posted Speed/Median Type Direction Peak Direction Capacity AM Peak Hour PM Peak Hour Typology Exempt A B C D E Volume LOS Volume LOS
College
Boulevard
12 City Limits to Carlsbad Village Drive
2/45/D NB ** ** 930 1680 1770 1018 D 1742 E Arterial Street 2/45/D SB ** ** 930 1680 1770 1674 D 991 D
13 Carlsbad Village Drive to Cannon Road
2/45/D NB ** ** 1040 1760 1800 699 C 1575 D Arterial Street 2/45/D SB ** ** 1040 1760 1800 1619 D 728 C
14 El Camino Real to
Aston Avenue
2/50/D NB ** ** 390 1440 1810 770 D 632 D Arterial Street 2/50/D SB ** ** 390 1440 1810 578 D 704 D
15 Aston Avenue to Palomar Airport Road
2/50/D NB 880 1680 ## ## ## 1147 B 583 A Arterial
Street 2/50/D SB 80 970 1040 ## ## 786 B 1160 F
Aviara
Parkway 16 Palomar Airport Road
to Poinsettia Lane
2/45/D NB ** ** ** 1130 1630 1057 D 497 D Arterial Street 2/45/D SB ** ** ** 1130 1630 428 D 842 D
Melrose
Drive
17 City Limits to Palomar
Airport Road
4/55/D NB ** ** 1710 2740 2830 1075 C 1672 C Arterial
Street 3/55/D SB ** ** ** 930 1630 1917 F 1198 E
18 Palomar Airport Rd to
Poinsettia Ln
3/55/D NB ** 490 2720 2880 ## 1630 C 1398 C Arterial
Street 3/55/D SB ** 490 2720 2880 ## 1352 C 1295 C
19 Poinsettia Ln to Rancho
Santa Fe Rd
3/55/D NB ** ** 1400 2100 ## 1380 C 950 C Arterial
Street 3/55/D SB ** ** 1400 2100 ## 846 C 1085 C
Rancho
Santa Fe
20 City Limits to Camino Junipero
3/55/D NB ** 2520 3160 ## ## 1323 B 2593 C Arterial
Street 3/55/D SB ** 2520 3160 ## ## 3156 C 1704 B
21 Camino Junipero to La Costa Avenue
3/55/D NB ** 1400 2660 2700 ## 1167 B 2017 C Arterial
Street 3/55/D SB ** 1400 2660 2700 ## 2545 C 1448 C
22 La Costa Avenue to
Calle Barcelona
3/50/D NB ** 460 2410 2480 ## 1090 C 2443 D Arterial Street 3/50/D SB ** 460 2410 2480 ## 2172 C 1250 C
23 Calle Barcelona to
Olivenhain Road
3/50/D NB ** 540 2810 3040 ## 1205 C 2186 C Arterial
Street 3/50/D SB ** 540 2810 3040 ## 2514 C 1704 C
Oct. 20, 2020 Item #4 Page 126 of 360
Table 1 – New Methodology Roadway Volume and Level of Service AM/PM
E/W
Streets
Count
Index
No.
Limits
Lane/Posted
Speed/
Median Type
Direction Peak Direction Capacity AM Peak Hour PM Peak Hour Typology Exempt
A B C D E Volume LOS Volume LOS
Cannon
Road
24 Avenida Encinas
to Paseo del
Norte
2/35/D EB ** ** ** 730 1320 1644 F 1029 E Arterial
Street 2/35/D WB ** ** ** 730 1320 907 E 1791 F
25 Paseo del Norte
to Car Country
2/50/D EB ** 390 1630 1770 1800 1323 C 851 C Arterial
Street 2/50/D WB ** 390 1630 1770 1800 752 C 1495 C
26 Car Country to
Legoland Dr
2/50/D EB ** 1170 1660 1700 ## 1252 C 963 B Arterial
Street 2/50/D WB ** 1170 1660 1700 ## 835 B 1465 C
27 Legoland Dr to
Faraday Ave
2/50/D EB ** 270 1280 1320 ## 1044 C 1303 D Arterial
Street 2/50/D WB ** 270 1280 1320 ## 1172 C 1096 C
28 Faraday Ave to El
Camino Real
2/50/D EB ** ** 1280 1620 ## 402 C 1148 C Arterial
Street 2/50/D WB ** ** 1280 1620 ## 1234 C 541 C
29 El Camino Real to College
Boulevard
2/50/D EB ** ** 280 1310 1690 813 D 1712 F Arterial Street X
2/50/D WB ** ** 280 1310 1690 1676 E 989 D
Oct. 20, 2020 Item #4 Page 127 of 360
Table 1 – New Methodology Roadway Volume and Level of Service AM/PM
E/W
Streets
Count
Index
No.
Limits
Lane/Posted
Speed/
Median Type
Direction Peak Direction Capacity AM Peak Hour PM Peak Hour Typology Exempt
A B C D E Volume LOS Volume LOS
Palomar
Airport
Road
30 Carlsbad Blvd to
Avenida Encinas
1/35/U EB ** 520 760 ## ## 229 B 192 B Arterial
Street 1/35/U WB ** 520 760 ## ## 414 B 484 B
311 Avenida Encinas
to Paso del Norte
3/35 D EB ** ** ** ** 250 1155 F 1304 F Arterial
Street X 2/35/D WB ** ** ** ** 650 1398 F 938 F
32 Paseo del Norte to Armada 3/45/D EB ** ** 1640 2660 2740 2343 D 1833 D Arterial
Street X 4/45/D WB ** ** 2250 3570 3680 2233 C 2620 D
33 Armada to Aviara
Pkwy
3/55/D EB ** 650 2760 2940 ## 2231 C 1656 C Arterial
Street X 3/55/D WB ** 650 2760 2940 ## 2272 C 2702 C
34 Aviara Pkwy to
Camino Vida
Roble
3/55/D EB 440 2720 2900 ## ## 1795 B 1326 B Arterial
Street 3/55/D WB 440 2720 2900 ## ## 1390 B 1831 B
35 Camino Vida Roble to El
Camino Real
3/55/D EB ** 790 2140 ## ## 1244 C 1636 C Arterial Street 3/55/D WB ** 790 2140 ## ## 1311 C 1311 C
36 El Camino Real to
El Fuerte
3/55/D EB ** 1290 2830 2900 ## 1768 C 2438 C Arterial Street X 3/55/D WB ** 1290 2830 2900 ## 2360 C 1922 C
37 El Fuerte to
Melrose Dr
3/55/D EB ** 1230 2860 2940 ## 1584 C 3005 F Arterial Street X 3/55/D WB ** 1230 2860 2940 ## 3247 F 1817 C
38 Melrose Dr to
City Limits
3/55/D EB ** 340 2590 2900 ## 1154 C 1933 C Arterial
Street 3/55/D WB ** 340 2590 2900 ## 1590 C 1173 C
La Costa
Avenue
39 Piraeus St to El
Camino Real
2/55/D EB ** 1450 1700 ## ## 1402 B 1668 C Arterial
Street X 2/55/D WB ** 1450 1700 ## ## 1703 F 1443 B
1 Segment exempt from Interstate-5 to Paseo Del Norte
Oct. 20, 2020 Item #4 Page 128 of 360
Figure 3- New Methodology Roadway Level of Service Summary
N/S Streets Count Index
No. Limits NB Peak
Volume
Level of
Service
SB Peak
Volume
Level of
Service
El Camino Real
1 City Limits to Marron Road 1770 F 1760 F
2 Marron Road to Carlsbad Village Drive 1314 C 1454 C 3 Carlsbad Village Drive to Tamarack Avenue 1561 A 1791 A
4 Tamarack Avenue to Cannon Road 2174 C 2900 F
5 Cannon Road to College Boulevard 3229 F 3118 F
6 College Boulevard to Palomar Airport Road 1813 B 1857 B
7 Palomar Airport Road to Camino Vida Roble 1598 D 1683 D
8 Camino Vida Roble to Poinsettia Lane 1620 C 1832 C
9 Poinsettia Lane to Aviara Parkway-Alga Road 1782 C 1920 C
10 Aviara Parkway-Alga Road to La Costa Avenue 2271 C 2751 F
11 La Costa Avenue to Leucadia Boulevard 1679 C 1958 D
College Boulevard
12 City Limits to Carlsbad Village Drive 1734 E 1674 D
13 Carlsbad Village Drive to Cannon Road 1555 D 1619 D
14 El Camino Real to Aston Avenue 770 D 698 D
15 Aston Avenue to Palomar Airport Road 1147 B 1160 F
Aviara Parkway 16 Palomar Airport Road to Poinsettia Lane 1057 D 842 D
Melrose Drive
17 City Limits to Palomar Airport Road 1672 C 1911 F
18 Palomar Airport Rd to Poinsettia Ln 1630 C 1310 C
19 Poinsettia Ln to Rancho Santa Fe Rd 1380 C 1085 C
Rancho Santa Fe
Road
20 City Limits to Camino Junipero 2593 C 3083 C 21 Camino Junipero to La Costa Avenue 2017 C 2514 C
22 La Costa Avenue to Calle Barcelona 2443 D 2172 C
23 Calle Barcelona to Olivenhain Road 2186 C 2514 C
E/W Streets Count Index No. Limits WB Peak Volume Level of Service EB Peak Volume Level of Service
Cannon Road
24 Avenida Encinas to Paseo del Norte 1791 F 1644 F
25 Paseo del Norte to Car Country 1495 C 1323 C
26 Car Country to Legoland Dr 1465 C 1252 C
27 Legoland Dr to Faraday Ave 1172 C 1303 D
28 Faraday Ave to El Camino Real 1234 C 1148 C
29 El Camino Real to College Boulevard 1676 E 1712 F
Palomar Airport
Road
30 Carlsbad Blvd to Avenida Encinas 484 B 229 B
31 Avenida Encinas to Paso del Norte 1398 F 1304 F
32 Paseo del Norte to Armada 2620 D 2343 D
33 Armada to Aviara Pkwy 2702 C 2231 C
34 Aviara Pkwy to Camino Vida Roble 1831 B 1795 B 35 Camino Vida Roble to El Camino Real 1311 C 1636 C
36 El Camino Real to El Fuerte 2360 C 2438 C
37 El Fuerte to Melrose Dr 3247 F 3005 F
38 Melrose Dr to City Limits 1590 C 1933 C
La Costa Avenue 39 Piraeus St to El Camino Real 1703 F 1668 C
Oct. 20, 2020 Item #4 Page 129 of 360
Legend
level of Service
-A
-B,
-c
-□
-E
F
■ ■ ■ • Roadway Exempt
CJ Garis bad BmmdaliBS
.. D 0.5 1 2
NOR11H ----c:::====::::JMiles
Upcoming Projects and Recommendations
North Coast Corridor Public Works Plan
The Caltrans North Coastal Corridor Public Works Plan/Transportation and Resource Enhancement
Program provides highway, rail, transit, bike/pedestrian, environmental and coastal access
improvements along the 27-mile North Coast Corridor. This project includes realigning the Interstate 5
(I-5) southbound freeway ramp at Palomar Airport Road.
Oct. 20, 2020 Item #4 Page 130 of 360
Appendix
Appendix A – Unadjusted Capacity Methodology Roadway Level of Service
Appendix B – Evaluating Facility level of Service
Appendix C – Midblock Roadway Segment Counts
Oct. 20, 2020 Item #4 Page 131 of 360
Appendix A
Results of analysis using the unadjusted capacity of 1,800 vehicles per hour per lane for each roadway
segment was completed and included in this appendix for informational purposes.
Figure 4 presents and illustrates the results of this analysis. As anticipated, the results show an
optimistic but inaccurate representation of roadway operation as many of the roadway segments have a
LOS A.
Table 2 provides a comparison between the new HCM methodology and the previous unadjusted
capacity methodology for each directional roadway segment.
Oct. 20, 2020 Item #4 Page 132 of 360
Figure 4 - Unadjusted Capacity Methodology Roadway Level of Service Summary
N/S Streets Count Index
No. Limits NB Peak
Volume
Level of
Service
SB Peak
Volume
Level of
Service
El Camino Real
1 City Limits to Marron Road 1770 A 1760 A
2 Marron Road to Carlsbad Village Drive 1314 A 1454 A
3 Carlsbad Village Drive to Tamarack Avenue 1604 A 1791 A
4 Tamarack Avenue to Cannon Road 2174 A 2900 A
5 Cannon Road to College Boulevard 3229 D 3118 A
6 College Boulevard to Palomar Airport Road 1813 A 1857 A
7 Palomar Airport Road to Camino Vida Roble 1598 A 1715 A
8 Camino Vida Roble to Poinsettia Lane 1620 A 1832 A
9 Poinsettia Lane to Aviara Parkway-Alga Rd 1782 A 1920 A
10 Aviara Parkway-Alga Road to La Costa Ave 2356 A 2751 C
11 La Costa Avenue to Leucadia Boulevard 1763 A 1987 A
College Boulevard
12 City Limits to Carlsbad Village Drive 1742 A 1674 A
13 Carlsbad Village Drive to Cannon Road 1575 A 1619 A
14 El Camino Real to Aston Avenue 770 A 704 A
15 Aston Avenue to Palomar Airport Road 1147 A 1160 A Aviara Parkway 16 Palomar Airport Road to Poinsettia Lane 1057 A 842 A
Melrose Drive
17 City Limits to Palomar Airport Road 1672 A 1917 A
18 Palomar Airport Rd to Poinsettia Ln 1630 A 1352 A
19 Poinsettia Ln to Rancho Santa Fe Rd 1380 A 1085 A
Rancho Santa Fe Road
20 City Limits to Camino Junipero 2593 A 3156 A
21 Camino Junipero to La Costa Avenue 2017 A 2545 A
22 La Costa Avenue to Calle Barcelona 2443 A 2172 A
23 Calle Barcelona to Olivenhain Road 2186 A 2514 A
E/W Streets Count Index No. Limits WB Peak
Volume
Level of
Service
EB Peak
Volume
Level of
Service
Cannon Road
24 Avenida Encinas to Paseo del Norte 1791 A 1644 A
25 Paseo del Norte to Car Country 1495 A 1323 A
26 Car Country to Legoland Dr 1465 A 1252 A
27 Legoland Dr to Faraday Ave 1172 A 1303 A 28 Faraday Ave to El Camino Real 1234 A 1148 A
29 El Camino Real to College Boulevard 1676 A 1712 A
Palomar Airport
Road
30 Carlsbad Blvd to Avenida Encinas 484 A 229 A
31 Avenida Encinas to Paso del Norte 1398 A 1304 A
32 Paseo del Norte to Armada 2620 A 2343 A
33 Armada to Aviara Pkwy 2702 A 2231 A
34 Aviara Pkwy to Camino Vida Roble 1831 A 1795 A
35 Camino Vida Roble to El Camino Real 1311 A 1636 A 36 El Camino Real to El Fuerte 2360 A 2438 A
37 El Fuerte to Melrose Dr 3247 A 3005 A
38 Melrose Dr to City Limits 1590 A 1933 A
La Costa Avenue 39 Piraeus St to El Camino Real 1703 A 1668 A
Oct. 20, 2020 Item #4 Page 133 of 360
Legend
Level o·f S,en1ice
-A
-s
-c
-o
-E
-F
\.
\
\
L.J Cartsbad Bou 11da ries ...
NORTH
2 -----========:::i Mile.s 0 o_5
• "'i; c11:•n . 1111!!!!1'" II _....; . . i
i i
Table 2 – Comparing LOS from New Methodology and Unadjusted Capacity
N/S Streets
Count
Index No. Limits Old LOS Method New LOS Method
NB SB NB SB
El Camino Real
1 City Limits to Marron Road A A F F
2 Marron Road to Carlsbad Village Drive A A C C
3 Carlsbad Village Drive to Tamarack Avenue A A A A
4 Tamarack Avenue to Cannon Road A A C F
5 Cannon Road to College Boulevard D A F F
6 College Boulevard to Palomar Airport Road A A B B
7 Palomar Airport Road to Camino Vida Roble A A D D
8 Camino Vida Roble to Poinsettia Lane A A C C
9 Poinsettia Lane to Aviara Parkway-Alga Rd A A C C
10 Aviara Parkway-Alga Road to La Costa Ave A C C F
11 La Costa Avenue to Leucadia Boulevard A A C D
College Boulevard
12 City Limits to Carlsbad Village Drive A A E D
13 Carlsbad Village Drive to Cannon Road A A D D
14 El Camino Real to Aston Avenue A A D D
15 Aston Avenue to Palomar Airport Road A A B F
Aviara Parkway 16 Palomar Airport Road to Poinsettia Lane A A D D
Melrose Drive
17 City Limits to Palomar Airport Road A A C F
18 Palomar Airport Rd to Poinsettia Ln A A C C
19 Poinsettia Ln to Rancho Santa Fe Rd A A C C
Rancho Santa Fe
Road
20 City Limits to Camino Junipero A A C C
21 Camino Junipero to La Costa Avenue A A C C
22 La Costa Avenue to Calle Barcelona A A D C
23 Calle Barcelona to Olivenhain Road A A C C
E/W Streets Count
Index No. Limits Old LOS Method New LOS Method
WB EB WB EB
Cannon Road
24 Avenida Encinas to Paseo del Norte A A F F
25 Paseo del Norte to Car Country A A C C
26 Car Country to Legoland Dr A A C C
27 Legoland Dr to Faraday Ave A A C D
28 Faraday Ave to El Camino Real A A C C
29 El Camino Real to College Boulevard A A E F
Palomar Airport Road
30 Carlsbad Blvd to Avenida Encinas A A B B
31 Avenida Encinas to Paso del Norte A A F F
32 Paseo del Norte to Armada A A D D
33 Armada to Aviara Pkwy A A C C
34 Aviara Pkwy to Camino Vida Roble A A B B
35 Camino Vida Roble to El Camino Real A A C C
36 El Camino Real to El Fuerte A A C C
37 El Fuerte to Melrose Dr A A F F
38 Melrose Dr to City Limits A A C C
La Costa Avenue 39 Piraeus St to El Camino Real A A F C
Oct. 20, 2020 Item #4 Page 134 of 360
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Appendix C
Thirty-nine (39) midblock roadway segment locations were identified by the City of Carlsbad to be
studied under the City’s Growth Management Plan Traffic Monitoring Program. Follow up counts along
Palomar Airport Road from El Fuerte to Melrose Road and El Camino Real between Tamarack and
Cannon were collected to verify data. Counts were collected midblock at 15-minute increments for a 24-
hour period each day.
Appendix C includes the following information for the 2018-2019 Traffic Monitoring Program Report:
•Day One 24-Hour Midblock Volume Report
•Day Two 24-Hour Midblock Volume Report
•Follow up 24-Hour Midblock Volume Report
•24-Hour Volume Plots
Oct. 20, 2020 Item #4 Page 136 of 360
Midblock Roadway Segment Count Summary
Number Segment Segment Location Count Day(s) Count Dates(s)
1 El Camino Real City Limits to Marron Road Thursday April 4, 2019
2 El Camino Real Marron Road to Carlsbad Village Drive Wednesday April 3, 2019
3 El Camino Real Carlsbad Village Drive to Tamarack Avenue Tuesday and Wednesday May 7-8, 2019
4 El Camino Real Tamarack Avenue to Cannon Road Tuesday and Wednesday May 7-8, 2019
4a, 4b, 4c El Camino Real Tamarack Avenue to Cannon Road Monday-Friday September 16-20, 2019
5 El Camino Real Cannon Road to College Boulevard Tuesday and Wednesday May 7-8, 2019
6 El Camino Real College Boulevard to Palomar Airport Road Tuesday and Wednesday May 7-8, 2019
7 El Camino Real Palomar Airport Road to Camino Vida Roble Wednesday and Thursday May 1-2, 2019
8 El Camino Real Camino Vida Roble to Poinsettia Lane Tuesday May 22, 2018
9 El Camino Real Poinsettia Lane to Aviara Parkway-Alga Road Tuesday May 22, 2018
10 El Camino Real Aviara Parkway-Alga Road to La Costa Avenue Wednesday and Thursday May 1-2, 2019
11 El Camino Real La Costa Avenue to Leucadia Boulevard Wednesday and Thursday May 1-2, 2019
12 College Boulevard City Limits to Carlsbad Village Drive Tuesday and Wednesday May 7-8, 2019
13 College Boulevard Carlsbad Village Drive to Cannon Road Tuesday and Wednesday May 7-8, 2019
14 College Boulevard El Camino Real to Aston Avenue Wednesday and Thursday May 8-9, 2019
15 College Boulevard Aston Avenue to Palomar Airport Road Wednesday and Thursday May 8-9, 2019
16 Aviara Parkway Palomar Airport Road to Poinsettia Lane Wednesday and Thursday May 8-9, 2019
17 Melrose Drive City Limits to Palomar Airport Road Wednesday and Thursday May 1-2, 2019
18 Melrose Drive Palomar Airport Rd to Poinsettia Ln Wednesday and Thursday May 1-2, 2019
19 Melrose Drive Poinsettia Ln to Rancho Santa Fe Rd Wednesday and Thursday May 1-2, 2019
20 Rancho Santa Fe City Limits to Camino Junipero Wednesday and Thursday May 1-2, 2019
21 Rancho Santa Fe Camino Junipero to La Costa Avenue Wednesday and Thursday May 1-2, 2019
22 Rancho Santa Fe La Costa Avenue to Calle Barcelona Thursday March 14, 2019
23 Rancho Santa Fe Calle Barcelona to Olivenhain Road Thursday October 11, 2018
24 Cannon Road Avenida Encinas to Paseo del Norte Tuesday and Wednesday May 7-8, 2019
25 Cannon Road Paseo del Norte to Car Country Tuesday and Wednesday May 7-8, 2019
26 Cannon Road Car Country to Legoland Dr Tuesday and Wednesday May 7-8, 2019
27 Cannon Road Legoland Dr to Faraday Ave Tuesday and Wednesday May 7-8, 2019
28 Cannon Road Faraday Ave to El Camino Real Wednesday and Thursday May 8-9, 2019
29 Cannon Road El Camino Real to College Boulevard Tuesday and Wednesday May 7-8, 2019
30 Palomar Airport Road Carlsbad Blvd to Avenida Encinas Wednesday and Thursday May 8-9, 2019
31 Palomar Airport Road Avenida Encinas to Paso del Norte Wednesday and Thursday May 8-9, 2019
Oct. 20, 2020 Item #4 Page 137 of 360
Midblock Roadway Segment Count Summary
Number Segment Segment Location Count Day(s) Count Dates(s)
32 Palomar Airport Road Paseo del Norte to Armada Tuesday and Wednesday May 7-8, 2019
33 Palomar Airport Road Armada to Aviara Pkwy Wednesday and Thursday May 8-9, 2019
34 Palomar Airport Road Aviara Pkwy to Camino Vida Roble Wednesday and Thursday May 8-9, 2019
35 Palomar Airport Road Camino Vida Roble to El Camino Real Wednesday and Thursday May 8-9, 2019
36 Palomar Airport Road El Camino Real to El Fuerte Wednesday March 20, 2019
37 Palomar Airport Road El Fuerte to Melrose Dr Tuesday and Wednesday September 10-11, 2019
38 Palomar Airport Road Melrose Dr to City Limits Wednesday and Thursday May 1-2, 2019
39 La Costa Avenue Piraeus St to El Camino Real Wednesday and Thursday May 1-2, 2019
Oct. 20, 2020 Item #4 Page 138 of 360
MIDBLOCK COUNT SUMMARY
Number:
Location:
Contents:
1
El Camino Real
Between City Limits and Marron Road
15 Minute Volume Report
Oct. 20, 2020 Item #4 Page 139 of 360
Oct. 20, 2020 Item #4 Page 140 of 360
Day: Thursday
Date: 4/4/2019
Prepared by NDS/ATD
VOLUME
El Camino Real Bet. Haymar Dr & Plaza Dr
City: Carlsbad
Project#: CA19_ 4085_026
DAILY TOTALS ~
AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL
00:00 58 39 97 12:00 311 383 694
00:1.5 37 36 73 12:15 266 334 600
00:30 41 38 79 U :30 367 347 714
00:45 21 1S7 32 14S S3 302 12:45 34S 1289 341 140S 686 2694
01:00 28 36 64 13:00 349 322 671
01:15 20 34 54 13:15 340 349 689
01:30 20 30 50 13:30 359 308 667
01:45 14 82 26 126 40 208 13:45 343 1391 311 1290 654 2681
02:00 9 24 33 14:00 363 299 662
02:15 6 23 29 14:15 352 289 641
02:30 6 26 32 14:30 398 288 686
02:45 14 35 29 102 43 137 14:45 331 1444 333 1209 664 26S3
03:00 6 19 25 15:00 367 352 719
03:15 10 18 28 15:15 368 349 717
03:30 17 26 43 15:30 402 373 77S
03:45 12 45 27 90 39 135 15:45 447 1584 358 1432 80S 3016
04:00 14 34 48 16:00 401 343 744
04:15 15 34 49 16:15 462 407 869
04:30 17 71 88 16:30 436 340 776
04:45 38 84 70 209 108 293 16:45 422 1721 392 1482 814 3203
05:00 40 60 100 17:00 450 356 806
05:15 37 106 143 17:15 435 356 791
05:30 so 162 212 17:30 457 322 779
05:45 73 200 189 517 262 717 17:45 413 1755 343 1377 756 3132
06:00 103 148 2S1 18:00 407 347 754
06:15 97 242 339 18:15 397 324 721
06:30 144 367 511 18:30 319 314 633
06:45 126 470 418 1175 544 1645 18:45 333 1456 286 1271 619 2727
07:00 190 379 569 19:00 303 274 S77
07:15 160 446 606 19:15 317 267 S84
07:30 205 469 674 1.9:30 282 257 539
07:45 191 746 454 1748 645 2494 19:45 287 1189 223 1021 510 2210
08:00 219 391 610 20:00 296 21S 511
08:15 205 409 614 Z0:15 254 204 458
08:30 172 364 536 20:30 226 165 391
08:45 192 788 292 1456 484 2244 Z0:45 225 1001 185 769 410 1770
09:00 214 301 515 21:00 298 157 455
09:15 203 262 465 21:1S 191 164 3S5
09:30 250 300 550 21:30 161 13S 296
09:45 227 894 324' 1187 551 2081 21:45 162 812 134 S90 296 1402
10:00 256 288 544 22:00 151 114 265
10:15 236 302 538 22:15 111 104 215
10:30 246 308 554 22:30 115 86 201
10:45 271 1009 303 1201 574 2210 22:45 115 492 83 387 198 879
11:00 269 322 591 2.3:00 97 76 173
11:15 297 319 616 23:15 80 45 125
11:30 315 327 642 23:30 49 58 107
11:45 334 1215 3S6 1324 690 2S39 23:45 77 303 39 218 116 521
TOTALS 5725 9280 15005 TOTALS 14437 124S1 26888
SPLIT % 38.2% 61.8% 35.8% SPLIT% 53.7% 46.3% 64.2%
DAILY TOTALS ~
AM Peak Hour 11:45 07:15 11:45 PM Peak Hour 16:15 16:15 16:15
AM Pk Volume 1278 1760 2698 PM Pk Volume 1770 1495 3265
Pk Hr Factor 0.871 0.938 0.945 Pk Hr Factor 0.958 0.918 0.939
7-9Volume 1534 3204 4738 4-6 Volume 3476 2859 6335
7 -9 Peak Hour 07:30 07:15 07:30 4 • 6 Peak Hour 16:15 16:1S 16:1S
7 -9 Pk Volume 820 1760 2543 4 -6 Pk Volume 1770 1495 3265
Pk Hr Factor 0.936 0.938 0.943 Pk Hr Factor 0.958 0.918 0.939
MIDBLOCK COUNT SUMMARY
Number:
Location:
Contents:
2
El Camino Real
Between Marron Road and Carlsbad Village Drive
15 Minute Volume Report
Oct. 20, 2020 Item #4 Page 141 of 360
Oct. 20, 2020 Item #4 Page 142 of 360
Day: Wednesday
Date: 4/3/2019
Prepared by NDS/ATO
VOLUME
El Camino Real Bet. Marron Rd & Hosp Way
City: Carlsbad
Project #: CA19_ 4085_027
DAILY TOTALS ~
AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL
00:00 15 21 36 12:00 258 217 475
00:15 14 15 29 12:15 237 246 483
00:30 9 7 16 12:30 229 219 448
00:45 13 51 11 54 24 105 12:45 216 940 260 942 476 1882
01:00 9 7 16 13:00 193 216 409
01:15 8 5 13 13:15 244 214 458
01:30 7 5 12 13:30 211 226 437
01:45 5 29 4 21 9 so 13:45 227 875 233 889 460 1764
02:00 11 10 21 14:00 211 245 456
02:15 3 6 9 14:15 228 193 421
02:30 4 7 11 14:30 281 224 505
02:45 7 25 13 36 20 61 14:45 298 1018 206 868 504 1886
03:00 1 11 12 15:00 269 225 494
03:15 5 11 16 15:15 242 192 434
03:30 10 19 29 15:30 300 234 534
03:45 4 20 24 65 28 85 15:45 334 1145 208 859 542 2004
04:00 9 10 19 16:00 320 190 510
04:15 8 19 27 16:15 335 245 580
04:30 16 46 62 16:30 325 197 522
04:45 28 61 45 120 73 181 16:45 312 1292 ·228 860 540 2152
05:00 18 39 57 17:00 319 252 571
05:15 38 65 103 17:15 315 287 602
05:30 35 134 169 17:30 339 238 577
05:45 55 146 158 396 213 542 17:45 284 1257 204 981 488 2238
06:00 69 133 202 18:00 268 195 463
06:15 63 190 253 18:15 237 185 422
06:30 99 315 414 18:30 228 196 424
06:45 94 ·325 342 980 436 1305 18:45 207 940 183 759 390 1699
07:00 126 321 447 19:00 200 167 367
07:15 114 348 462 19:15 161 141 302
07:30 152 409 561 19:30 160 157 317
07:45 155 547 369 1447 524 1994 19:45 135 656 132 597 267 1253
08:00 164 328 492 20:00 153 131 284
08:15 158 290 448 20:15 111 120 231
08:30 148 233 381 20:30 106 118 224
08:45 160 630 241 1092 401 1722 20:45 108 478 83 452 191 930
09:00 157 193 350 21:00 104 124 228
09:15 174 196 370 21:15 106 98 204
09:30 162 193 355 21:30 95 84 179
09:45 174 667 175 757 349 1424 21:45 85 390 67 373 152 763
10:00 211 166 377 22:00 67 54 121
10:15 186 168 354 22:15 59 64 123
10:30 193 167 360 22:30 55 37 92
10:45 219 809 176 677 395 1486 22:45 51 232 42 197 93 429
11:00 202 201 403 23:00 56 33 89
11:15 239 203 442 23:15 35 30 65
11:30 220 187 407 23:30 20 19 39
11:45 234 895 188 779 422 1674 23:45 16 127 29 111 45 238
TOTALS 4205 6424 10629 TOTALS 9350 7888 17238
SPLIT% 39.6% 60.4% 38.1% SPLIT % 54.2% 45.8% 61.9%
DAILY TOTALS ~
AM Peak Hour 11:45 07:15 07:15 PM Peak Hour 15:45 16:45 16:45
AM Pk Volume 958 1454 2039 PM Pk Volume 1314 1005 2290
Pk Hr Factor 0.928 0.889 0.909 Pk Hr Factor 0.981 0.875 0.951
7-9Volume 1177 2539 3716 4 -6Volume 2549 1841 4390
7 -9 Peak Hour 08:00 07:15 07:15 4 -6 Peak Hour 16:00 16:45 16:45
7 -9 Pk Volume 630 1454 2039 4 -6 Pk Volume 1292 1005 2290
Pk Hr Factor 0.960 0.889 0.909 Pk Hr Factor 0.964 0.875 0.951
MIDBLOCK COUNT SUMMARY
Number:
Location:
Contents:
3
El Camino Real
Between Carlsbad Village Drive and Tamarack Avenue
15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 143 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_001
NB SB EB WB
12,698 12,537 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 13 13 26 222 153 375 00:15 16 7 23 215 158 37300:30 11 10 21 157 199 35600:45 4 44 3 33 7 77 173 767 178 688 351 145501:00 10 5 15 188 167 35501:15 7 5 12 180 172 35201:30 8 7 15 201 209 41001:45 6 31 2 19 8 50 198 767 184 732 382 149902:00 5 5 10 193 149 342 02:15 2 4 6 236 211 447 02:30 5 4 9 253 216 469 02:45 5 17 5 18 10 35 344 1026 196 772 540 179803:00 3 9 12 301 165 466 03:15 2 7 9 367 177 544 03:30 7 15 22 335 181 516 03:45 5 17 22 53 27 70 370 1373 190 713 560 208604:00 6 22 28 346 166 512 04:15 8 19 27 396 178 574 04:30 11 55 66 390 172 562 04:45 25 50 59 155 84 205 376 1508 191 707 567 221505:00 13 37 50 386 193 579 05:15 23 66 89 409 158 567 05:30 17 134 151 367 139 506 05:45 24 77 182 419 206 496 347 1509 159 649 506 215806:00 49 128 177 287 130 417 06:15 47 180 227 241 140 381 06:30 57 303 360 207 107 314 06:45 96 249 452 1063 548 1312 186 921 102 479 288 140007:00 218 377 595 153 95 248 07:15 179 483 662 135 104 239 07:30 128 475 603 107 75 182 07:45 132 657 456 1791 588 2448 113 508 69 343 182 85108:00 129 373 502 78 81 159 08:15 140 316 456 93 68 161 08:30 126 290 416 73 86 159 08:45 138 533 311 1290 449 1823 73 317 50 285 123 60209:00 144 178 322 63 58 121 09:15 136 187 323 59 64 123 09:30 133 188 321 47 51 98 09:45 135 548 196 749 331 1297 46 215 54 227 100 44210:00 144 146 290 28 23 51 10:15 129 138 267 39 26 65 10:30 143 143 286 52 23 75 10:45 150 566 130 557 280 1123 35 154 22 94 57 24811:00 169 147 316 41 14 55 11:15 189 161 350 25 14 39 11:30 176 162 338 19 12 31 11:45 203 737 178 648 381 1385 22 107 13 53 35 160
TOTALS 3526 6795 10321 9172 5742 14914
SPLIT %34.2%65.8%40.9%61.5%38.5%59.1%
NB SB EB WB
12,698 12,537 0 0
AM Peak Hour 11:30 07:00 07:00 16:30 14:15 16:15
AM Pk Volume 816 1791 2448 1561 788 2282
Pk Hr Factor 0.919 0.927 0.924 0.954 0.912 0.985
7 - 9 Volume 1190 3081 0 0 4271 3017 1356 0 0 4373
7 - 9 Peak Hour 07:00 07:00 07:00 16:30 16:15 16:15
7 - 9 Pk Volume 657 1791 0 0 2448 1561 734 0 0 2282
Pk Hr Factor 0.753 0.927 0.000 0.000 0.924 0.954 0.951 0.000 0.000 0.985
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total25,235
DAILY TOTALS
21:0021:15
20:30
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
El Camino Real Bet. Carlsbad Village Dr & Tamarack Ave
21:3021:4522:00
Total25,235
19:3019:4520:0020:15
18:0018:1518:3018:4519:0019:15
16:4517:0017:15
Tuesday
17:3017:45
15:1515:3015:4516:0016:1516:30
14:0014:1514:30
5/7/2019
14:4515:00
DAILY TOTALS
PM Period
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
Oct. 20, 2020 Item #4 Page 144 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_001
NB SB EB WB
12,819 12,112 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 10 10 20 210 145 355 00:15 14 10 24 201 177 37800:30 8 5 13 199 183 38200:45 13 45 6 31 19 76 193 803 215 720 408 152301:00 7 3 10 184 183 36701:15 3 3 6 185 166 35101:30 8 2 10 188 203 39101:45 8 26 4 12 12 38 182 739 180 732 362 147102:00 8 6 14 200 171 371 02:15 4 4 8 220 145 365 02:30 5 7 12 289 180 469 02:45 6 23 4 21 10 44 339 1048 195 691 534 173903:00 1 2 3 270 152 422 03:15 2 6 8 303 177 480 03:30 6 19 25 325 148 473 03:45 8 17 27 54 35 71 397 1295 165 642 562 193704:00 2 24 26 368 161 529 04:15 9 21 30 399 164 563 04:30 11 47 58 386 154 540 04:45 20 42 62 154 82 196 387 1540 172 651 559 219105:00 23 39 62 428 166 594 05:15 21 76 97 403 163 566 05:30 23 128 151 376 178 554 05:45 32 99 181 424 213 523 363 1570 155 662 518 223206:00 48 121 169 270 113 383 06:15 46 189 235 282 125 407 06:30 70 312 382 185 104 289 06:45 108 272 414 1036 522 1308 188 925 131 473 319 139807:00 217 362 579 152 94 246 07:15 154 430 584 146 92 238 07:30 115 441 556 109 66 175 07:45 143 629 505 1738 648 2367 110 517 89 341 199 85808:00 124 348 472 107 60 167 08:15 136 361 497 79 89 168 08:30 125 241 366 77 51 128 08:45 125 510 241 1191 366 1701 91 354 64 264 155 61809:00 121 195 316 73 73 146 09:15 144 179 323 75 49 124 09:30 141 153 294 67 40 107 09:45 149 555 171 698 320 1253 42 257 51 213 93 47010:00 148 154 302 47 38 85 10:15 105 147 252 40 18 58 10:30 167 137 304 42 25 67 10:45 177 597 167 605 344 1202 32 161 14 95 46 25611:00 133 146 279 38 21 59 11:15 180 145 325 19 17 36 11:30 178 140 318 19 8 27 11:45 202 693 179 610 381 1303 26 102 8 54 34 156
TOTALS 3508 6574 10082 9311 5538 14849
SPLIT %34.8%65.2%40.4%62.7%37.3%59.6%
NB SB EB WB
12,819 12,112 0 0
AM Peak Hour 11:45 07:00 07:00 16:30 12:45 16:45
AM Pk Volume 812 1738 2367 1604 767 2273
Pk Hr Factor 0.967 0.860 0.913 0.937 0.892 0.957
7 - 9 Volume 1139 2929 0 0 4068 3110 1313 0 0 4423
7 - 9 Peak Hour 07:00 07:00 07:00 16:30 16:45 16:45
7 - 9 Pk Volume 629 1738 0 0 2367 1604 679 0 0 2273
Pk Hr Factor 0.725 0.860 0.000 0.000 0.913 0.937 0.954 0.000 0.000 0.957
Prepared by NDS/ATDVOLUME
El Camino Real Bet. Carlsbad Village Dr & Tamarack Ave
Wednesday
5/8/2019
DAILY TOTALS Total24,931
TOTAL PM Period TOTAL
12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15
SPLIT %
21:3021:4522:0022:1522:3022:45
DAILY TOTALS Total24,931
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
Oct. 20, 2020 Item #4 Page 145 of 360
Project #:CA19_4201_001 City:Carlsbad
Location:Date:5/7/2019El Camino Real Bet. Carlsbad Village Dr &
Prepared by NDS/ATD
0
200
400
600
800
1000
1200
1400
1600
1800
2000
00
:
0
0
01
:
0
0
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03
:
0
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04
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06
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07
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21
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0
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Ve
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 146 of 360
Project #:CA19_4201_001 City:Carlsbad
Location:Date:5/8/2019
Prepared by NDS/ATD
El Camino Real Bet. Carlsbad Village Dr &
0
200
400
600
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1000
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1400
1600
1800
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00
:
0
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Ve
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 147 of 360
MIDBLOCK COUNT SUMMARY
Number: 4
Location: El Camino Real
Between Tamarack Avenue and Cannon Road
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 148 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_002
NB SB EB WB
22,777 20,548 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 32 9 41 410 227 637 00:15 22 7 29 333 266 59900:30 11 10 21 292 251 54300:45 10 75 3 29 13 104 333 1368 297 1041 630 240901:00 15 12 27 311 274 58501:15 10 7 17 304 355 65901:30 19 8 27 313 361 67401:45 11 55 6 33 17 88 334 1262 269 1259 603 252102:00 7 7 14 402 244 646 02:15 5 9 14 437 264 701 02:30 9 9 18 528 335 863 02:45 7 28 12 37 19 65 519 1886 440 1283 959 316903:00 4 6 10 520 291 811 03:15 4 10 14 559 288 847 03:30 11 23 34 544 290 834 03:45 8 27 39 78 47 105 637 2260 316 1185 953 344504:00 12 36 48 732 244 976 04:15 10 46 56 719 283 1002 04:30 13 82 95 730 226 956 04:45 25 60 115 279 140 339 786 2967 306 1059 1092 402605:00 14 89 103 801 250 1051 05:15 24 115 139 812 263 1075 05:30 21 204 225 674 237 911 05:45 38 97 378 786 416 883 716 3003 199 949 915 395206:00 67 206 273 559 192 751 06:15 66 331 397 448 194 642 06:30 86 411 497 357 182 539 06:45 213 432 619 1567 832 1999 363 1727 161 729 524 245607:00 379 675 1054 320 123 443 07:15 295 710 1005 292 114 406 07:30 191 810 1001 234 105 339 07:45 219 1084 817 3012 1036 4096 265 1111 95 437 360 154808:00 166 764 930 165 94 259 08:15 211 631 842 176 118 294 08:30 205 506 711 196 109 305 08:45 221 803 562 2463 783 3266 158 695 86 407 244 110209:00 225 413 638 120 76 196 09:15 186 405 591 106 81 187 09:30 207 338 545 108 71 179 09:45 202 820 312 1468 514 2288 83 417 62 290 145 70710:00 214 241 455 85 41 126 10:15 227 264 491 77 34 111 10:30 263 231 494 96 23 119 10:45 225 929 241 977 466 1906 69 327 28 126 97 45311:00 272 221 493 93 21 114 11:15 264 208 472 53 22 75 11:30 258 272 530 55 23 78 11:45 297 1091 264 965 561 2056 52 253 23 89 75 342
TOTALS 5501 11694 17195 17276 8854 26130
SPLIT %32.0%68.0%39.7%66.1%33.9%60.3%
NB SB EB WB
22,777 20,548 0 0
AM Peak Hour 11:45 07:15 07:00 16:30 14:30 16:30
AM Pk Volume 1332 3101 4096 3129 1354 4174
Pk Hr Factor 0.812 0.949 0.972 0.963 0.769 0.956
7 - 9 Volume 1887 5475 0 0 7362 5970 2008 0 0 7978
7 - 9 Peak Hour 07:00 07:15 07:00 16:30 16:15 16:30
7 - 9 Pk Volume 1084 3101 0 0 4096 3129 1065 0 0 4174
Pk Hr Factor 0.715 0.949 0.000 0.000 0.972 0.963 0.870 0.000 0.000 0.956
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total43,325
DAILY TOTALS
21:0021:15
20:30
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
El Camino Real Bet. Tamarack Ave & Jackspar Dr
21:3021:4522:00
Total43,325
19:3019:4520:0020:15
18:0018:1518:3018:4519:0019:15
16:4517:0017:15
Tuesday
17:3017:45
15:1515:3015:4516:0016:1516:30
14:0014:1514:30
5/7/2019
14:4515:00
DAILY TOTALS
PM Period
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
Oct. 20, 2020 Item #4 Page 149 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_002
NB SB EB WB
20,586 20,225 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 37 12 49 320 233 553 00:15 12 12 24 280 246 52600:30 19 9 28 261 294 55500:45 14 82 7 40 21 122 265 1126 285 1058 550 218401:00 9 10 19 321 287 60801:15 9 5 14 269 258 52701:30 12 6 18 284 344 62801:45 11 41 4 25 15 66 328 1202 313 1202 641 240402:00 9 5 14 353 268 621 02:15 12 8 20 386 279 665 02:30 3 11 14 526 337 863 02:45 9 33 12 36 21 69 522 1787 404 1288 926 307503:00 5 7 12 422 291 713 03:15 5 9 14 476 311 787 03:30 14 28 42 536 272 808 03:45 11 35 48 92 59 127 590 2024 283 1157 873 318104:00 7 33 40 599 268 867 04:15 10 56 66 686 256 942 04:30 16 79 95 662 252 914 04:45 20 53 128 296 148 349 669 2616 275 1051 944 366705:00 20 86 106 709 245 954 05:15 25 131 156 689 241 930 05:30 30 243 273 616 273 889 05:45 44 119 370 830 414 949 572 2586 211 970 783 355606:00 63 214 277 492 216 708 06:15 73 287 360 420 186 606 06:30 101 396 497 359 173 532 06:45 163 400 603 1500 766 1900 304 1575 168 743 472 231807:00 217 560 777 249 131 380 07:15 184 737 921 246 117 363 07:30 192 745 937 199 97 296 07:45 262 855 788 2830 1050 3685 182 876 119 464 301 134008:00 332 657 989 169 97 266 08:15 209 587 796 162 138 300 08:30 195 576 771 143 130 273 08:45 193 929 523 2343 716 3272 137 611 90 455 227 106609:00 189 374 563 161 101 262 09:15 217 337 554 122 72 194 09:30 215 316 531 82 70 152 09:45 186 807 315 1342 501 2149 76 441 79 322 155 76310:00 192 283 475 84 36 120 10:15 193 257 450 72 29 101 10:30 199 229 428 75 35 110 10:45 257 841 275 1044 532 1885 58 289 33 133 91 42211:00 221 218 439 68 22 90 11:15 259 210 469 40 16 56 11:30 274 241 515 40 14 54 11:45 308 1062 269 938 577 2000 48 196 14 66 62 262
TOTALS 5257 11316 16573 15329 8909 24238
SPLIT %31.7%68.3%40.6%63.2%36.8%59.4%
NB SB EB WB
20,586 20,225 0 0
AM Peak Hour 11:30 07:15 07:15 16:30 14:30 16:15
AM Pk Volume 1182 2927 3897 2729 1343 3754
Pk Hr Factor 0.923 0.929 0.928 0.962 0.831 0.984
7 - 9 Volume 1784 5173 0 0 6957 5202 2021 0 0 7223
7 - 9 Peak Hour 07:45 07:15 07:15 16:30 16:00 16:15
7 - 9 Pk Volume 998 2927 0 0 3897 2729 1051 0 0 3754
Pk Hr Factor 0.752 0.929 0.000 0.000 0.928 0.962 0.955 0.000 0.000 0.984
Prepared by NDS/ATDVOLUME
El Camino Real Bet. Tamarack Ave & Jackspar Dr
Wednesday
5/8/2019
DAILY TOTALS Total40,811
TOTAL PM Period TOTAL
12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15
SPLIT %
21:3021:4522:0022:1522:3022:45
DAILY TOTALS Total40,811
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
Oct. 20, 2020 Item #4 Page 150 of 360
Project #:CA19_4201_002 City:Carlsbad
Location:Date:5/7/2019El Camino Real Bet. Tamarack Ave &
Prepared by NDS/ATD
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Oct. 20, 2020 Item #4 Page 151 of 360
Project #:CA19_4201_002 City:Carlsbad
Location:Date:5/8/2019
Prepared by NDS/ATD
El Camino Real Bet. Tamarack Ave &
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Oct. 20, 2020 Item #4 Page 152 of 360
MIDBLOCK COUNT SUMMARY
Number: 4a, 4b, 4c
Location: El Camino Real
Between Tamarack Avenue and Kelly Drive
Between Keely Drive and Lisa Street Between Crestview Drive and Cannon Road
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
15 Minute Volume Report Day 3 15 Minute Volume Report Day 4
15 Minute Volume Report Day 5
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2 24-Hour Volume Plot Day 3
24-Hour Volume Plot Day 4
24-Hour Volume Plot Day 5
Oct. 20, 2020 Item #4 Page 153 of 360
Day:City:Carlsbad
Date:Project #:CA19_4341_001
NB SB EB WB
0 0 14,726 13,662
AM Period NB SB EB WB NB SB EB WB
00:00 14 11 25 158 224 382 00:15 9 12 21 180 195 37500:30 6 7 13 279 213 49200:45 4 33 8 38 12 71 290 907 181 813 471 172001:00 5 8 13 189 189 37801:15 4 4 8 194 202 39601:30 4 4 8 240 194 43401:45 4 17 6 22 10 39 208 831 198 783 406 161402:00 4 5 9 188 209 397 02:15 2 3 5 226 244 470 02:30 7 3 10 251 293 544 02:45 6 19 4 15 10 34 192 857 353 1099 545 195603:00 4 6 10 194 255 449 03:15 7 5 12 179 284 463 03:30 12 0 12 219 335 554 03:45 25 48 6 17 31 65 211 803 404 1278 615 208104:00 16 1 17 181 383 564 04:15 22 5 27 205 394 599 04:30 57 11 68 210 402 612 04:45 83 178 20 37 103 215 205 801 448 1627 653 242805:00 57 9 66 179 459 638 05:15 93 21 114 191 453 644 05:30 149 29 178 167 419 586 05:45 211 510 44 103 255 613 170 707 359 1690 529 239706:00 128 52 180 165 321 486 06:15 170 56 226 157 281 438 06:30 299 86 385 144 238 382 06:45 419 1016 120 314 539 1330 132 598 211 1051 343 164907:00 495 261 756 127 183 310 07:15 572 179 751 124 152 276 07:30 688 149 837 98 151 249 07:45 658 2413 150 739 808 3152 101 450 113 599 214 104908:00 473 152 625 73 76 149 08:15 404 106 510 82 105 187 08:30 414 124 538 88 74 162 08:45 295 1586 134 516 429 2102 52 295 98 353 150 64809:00 281 145 426 64 108 172 09:15 212 132 344 54 71 125 09:30 208 139 347 54 86 140 09:45 188 889 144 560 332 1449 50 222 90 355 140 57710:00 153 145 298 41 79 120 10:15 193 140 333 19 47 66 10:30 176 158 334 28 62 90 10:45 168 690 164 607 332 1297 22 110 36 224 58 33411:00 180 140 320 13 46 59 11:15 153 198 351 14 25 39 11:30 166 173 339 10 21 31 11:45 200 699 195 706 395 1405 10 47 24 116 34 163
TOTALS 8098 3674 11772 6628 9988 16616
SPLIT %68.8%31.2%41.5%39.9%60.1%58.5%
NB SB EB WB
0 0 14,726 13,662
AM Peak Hour 07:00 11:45 07:00 12:30 16:45 16:30
AM Pk Volume 2413 827 3152 952 1779 2547
Pk Hr Factor 0.877 0.923 0.941 0.821 0.969 0.975
7 - 9 Volume 0 0 3999 1255 5254 0 0 1508 3317 4825
7 - 9 Peak Hour 07:00 07:00 07:00 16:00 16:45 16:30
7 - 9 Pk Volume 0 0 2413 739 3152 0 0 801 1779 2547
Pk Hr Factor 0.000 0.000 0.877 0.708 0.941 0.000 0.000 0.954 0.969 0.975
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
16:1516:30
14:0014:1514:30
9/16/2019
14:4515:00
DAILY TOTALS
PM Period
16:4517:0017:15
Monday
17:3017:45
15:1515:3015:4516:00
18:0018:1518:3018:4519:0019:15
El Camino Real Bet. Tamarack Ave & Kelly Dr
21:3021:4522:00
Total28,388
19:3019:4520:0020:15
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
TOTAL
23:45
TOTALS
Total28,388
DAILY TOTALS
21:0021:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Oct. 20, 2020 Item #4 Page 154 of 360
Day:City:Carlsbad
Date:Project #:CA19_4341_001
NB SB EB WB
0 0 15,478 14,008
AM Period NB SB EB WB NB SB EB WB
00:00 13 13 26 189 202 391 00:15 7 11 18 192 196 38800:30 9 14 23 214 184 39800:45 4 33 15 53 19 86 190 785 155 737 345 152201:00 4 4 8 202 200 40201:15 5 8 13 206 176 38201:30 4 11 15 239 194 43301:45 5 18 5 28 10 46 225 872 201 771 426 164302:00 8 2 10 188 225 413 02:15 9 8 17 231 265 496 02:30 3 5 8 279 306 585 02:45 7 27 7 22 14 49 297 995 308 1104 605 209903:00 4 3 7 191 284 475 03:15 9 4 13 174 277 451 03:30 12 1 13 197 341 538 03:45 26 51 5 13 31 64 200 762 448 1350 648 211204:00 11 7 18 232 374 606 04:15 23 5 28 202 414 616 04:30 50 14 64 205 437 642 04:45 84 168 19 45 103 213 208 847 545 1770 753 261705:00 57 12 69 207 466 673 05:15 92 16 108 186 474 660 05:30 172 23 195 158 455 613 05:45 182 503 30 81 212 584 181 732 405 1800 586 253206:00 139 50 189 183 425 608 06:15 172 62 234 166 331 497 06:30 314 58 372 138 243 381 06:45 490 1115 128 298 618 1413 117 604 174 1173 291 177707:00 476 265 741 124 159 283 07:15 648 157 805 140 156 296 07:30 697 147 844 126 132 258 07:45 713 2534 136 705 849 3239 174 564 149 596 323 116008:00 509 139 648 123 118 241 08:15 477 133 610 84 117 201 08:30 407 106 513 79 90 169 08:45 353 1746 147 525 500 2271 80 366 114 439 194 80509:00 243 125 368 96 90 186 09:15 230 149 379 83 79 162 09:30 199 138 337 59 62 121 09:45 210 882 126 538 336 1420 59 297 51 282 110 57910:00 179 138 317 36 56 92 10:15 182 166 348 34 41 75 10:30 183 153 336 27 61 88 10:45 171 715 152 609 323 1324 10 107 31 189 41 29611:00 170 173 343 22 47 69 11:15 186 164 350 11 28 39 11:30 151 193 344 19 19 38 11:45 190 697 229 759 419 1456 6 58 27 121 33 179
TOTALS 8489 3676 12165 6989 10332 17321
SPLIT %69.8%30.2%41.3%40.3%59.7%58.7%
NB SB EB WB
0 0 15,478 14,008
AM Peak Hour 07:15 11:30 07:00 14:15 16:45 16:30
AM Pk Volume 2567 820 3239 998 1940 2728
Pk Hr Factor 0.900 0.895 0.954 0.840 0.890 0.906
7 - 9 Volume 0 0 4280 1230 5510 0 0 1579 3570 5149
7 - 9 Peak Hour 07:15 07:00 07:00 16:00 16:45 16:30
7 - 9 Pk Volume 0 0 2567 705 3239 0 0 847 1940 2728
Pk Hr Factor 0.000 0.000 0.900 0.665 0.954 0.000 0.000 0.913 0.890 0.906
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total29,486
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
El Camino Real Bet. Tamarack Ave & Kelly Dr
Tuesday
9/17/2019
DAILY TOTALS Total29,486
Oct. 20, 2020 Item #4 Page 155 of 360
Day:City:Carlsbad
Date:Project #:CA19_4341_001
NB SB EB WB
0 0 15,662 14,141
AM Period NB SB EB WB NB SB EB WB
00:00 16 26 42 173 230 403 00:15 5 11 16 190 205 39500:30 7 7 14 189 219 40800:45 3 31 8 52 11 83 197 749 195 849 392 159801:00 4 12 16 195 183 37801:15 2 10 12 234 170 40401:30 2 4 6 190 191 38101:45 3 11 5 31 8 42 203 822 236 780 439 160202:00 7 8 15 204 269 473 02:15 1 3 4 225 266 491 02:30 11 3 14 301 328 629 02:45 7 26 3 17 10 43 319 1049 332 1195 651 224403:00 4 4 8 197 259 456 03:15 9 6 15 195 291 486 03:30 21 3 24 196 319 515 03:45 31 65 11 24 42 89 220 808 390 1259 610 206704:00 8 4 12 215 408 623 04:15 21 5 26 217 407 624 04:30 48 11 59 233 430 663 04:45 67 144 17 37 84 181 181 846 445 1690 626 253605:00 62 9 71 207 472 679 05:15 100 18 118 244 457 701 05:30 149 20 169 188 446 634 05:45 207 518 40 87 247 605 183 822 363 1738 546 256006:00 143 39 182 150 309 459 06:15 175 63 238 174 298 472 06:30 352 61 413 139 292 431 06:45 406 1076 146 309 552 1385 162 625 211 1110 373 173507:00 494 283 777 102 175 277 07:15 675 137 812 98 204 302 07:30 727 157 884 118 164 282 07:45 644 2540 145 722 789 3262 100 418 119 662 219 108008:00 534 156 690 81 127 208 08:15 510 153 663 105 105 210 08:30 479 141 620 76 103 179 08:45 384 1907 139 589 523 2496 79 341 105 440 184 78109:00 271 129 400 73 94 167 09:15 252 148 400 81 89 170 09:30 199 121 320 65 77 142 09:45 242 964 153 551 395 1515 38 257 71 331 109 58810:00 175 155 330 37 60 97 10:15 192 150 342 43 30 73 10:30 207 145 352 20 50 70 10:45 172 746 173 623 345 1369 19 119 35 175 54 29411:00 168 172 340 18 43 61 11:15 185 168 353 12 32 44 11:30 181 213 394 12 26 38 11:45 190 724 193 746 383 1470 12 54 23 124 35 178
TOTALS 8752 3788 12540 6910 10353 17263
SPLIT %69.8%30.2%42.1%40.0%60.0%57.9%
NB SB EB WB
0 0 15,662 14,141
AM Peak Hour 07:15 11:45 07:00 14:00 16:45 16:30
AM Pk Volume 2580 847 3262 1049 1820 2669
Pk Hr Factor 0.887 0.921 0.923 0.822 0.964 0.952
7 - 9 Volume 0 0 4447 1311 5758 0 0 1668 3428 5096
7 - 9 Peak Hour 07:15 07:00 07:00 16:30 16:45 16:30
7 - 9 Pk Volume 0 0 2580 722 3262 0 0 865 1820 2669
Pk Hr Factor 0.000 0.000 0.887 0.638 0.923 0.000 0.000 0.886 0.964 0.952
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total29,803
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
El Camino Real Bet. Tamarack Ave & Kelly Dr
Wednesday
9/18/2019
DAILY TOTALS Total29,803
Oct. 20, 2020 Item #4 Page 156 of 360
Day:City:Carlsbad
Date:Project #:CA19_4341_001
NB SB EB WB
0 0 15,708 14,048
AM Period NB SB EB WB NB SB EB WB
00:00 7 17 24 194 210 404 00:15 7 16 23 154 207 36100:30 11 14 25 236 204 44000:45 5 30 8 55 13 85 257 841 183 804 440 164501:00 3 3 6 230 214 44401:15 2 5 7 219 241 46001:30 5 6 11 234 213 44701:45 7 17 11 25 18 42 232 915 222 890 454 180502:00 4 6 10 179 243 422 02:15 7 8 15 197 253 450 02:30 5 5 10 279 305 584 02:45 4 20 4 23 8 43 282 937 280 1081 562 201803:00 8 2 10 212 272 484 03:15 13 1 14 207 318 525 03:30 16 3 19 225 364 589 03:45 26 63 7 13 33 76 211 855 399 1353 610 220804:00 15 10 25 208 399 607 04:15 26 5 31 207 413 620 04:30 48 11 59 223 398 621 04:45 64 153 21 47 85 200 219 857 474 1684 693 254105:00 63 11 74 223 445 668 05:15 91 19 110 186 446 632 05:30 152 26 178 226 450 676 05:45 197 503 30 86 227 589 203 838 430 1771 633 260906:00 138 47 185 168 307 475 06:15 201 50 251 159 272 431 06:30 329 52 381 126 245 371 06:45 422 1090 110 259 532 1349 118 571 204 1028 322 159907:00 524 270 794 139 182 321 07:15 721 162 883 109 196 305 07:30 726 150 876 122 149 271 07:45 628 2599 138 720 766 3319 92 462 134 661 226 112308:00 552 142 694 69 106 175 08:15 473 139 612 80 113 193 08:30 389 140 529 77 110 187 08:45 359 1773 154 575 513 2348 78 304 100 429 178 73309:00 254 123 377 77 97 174 09:15 222 138 360 82 79 161 09:30 214 160 374 63 58 121 09:45 233 923 126 547 359 1470 59 281 50 284 109 56510:00 165 143 308 43 58 101 10:15 195 144 339 42 72 114 10:30 150 150 300 31 66 97 10:45 211 721 155 592 366 1313 20 136 36 232 56 36811:00 175 160 335 15 43 58 11:15 193 207 400 22 37 59 11:30 178 196 374 19 25 44 11:45 209 755 203 766 412 1521 8 64 18 123 26 187
TOTALS 8647 3708 12355 7061 10340 17401
SPLIT %70.0%30.0%41.5%40.6%59.4%58.5%
NB SB EB WB
0 0 15,708 14,048
AM Peak Hour 07:15 11:45 07:00 14:30 16:45 16:45
AM Pk Volume 2627 824 3319 980 1815 2669
Pk Hr Factor 0.905 0.981 0.940 0.869 0.957 0.963
7 - 9 Volume 0 0 4372 1295 5667 0 0 1695 3455 5150
7 - 9 Peak Hour 07:15 07:00 07:00 16:15 16:45 16:45
7 - 9 Pk Volume 0 0 2627 720 3319 0 0 872 1815 2669
Pk Hr Factor 0.000 0.000 0.905 0.667 0.940 0.000 0.000 0.978 0.957 0.963
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total29,756
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
El Camino Real Bet. Tamarack Ave & Kelly Dr
Thursday
9/19/2019
DAILY TOTALS Total29,756
Oct. 20, 2020 Item #4 Page 157 of 360
Day:City:Carlsbad
Date:Project #:CA19_4341_001
NB SB EB WB
0 0 17,827 15,283
AM Period NB SB EB WB NB SB EB WB
00:00 5 29 34 274 260 534 00:15 12 21 33 251 238 48900:30 10 12 22 234 208 44200:45 3 30 7 69 10 99 264 1023 189 895 453 191801:00 5 9 14 242 224 46601:15 5 10 15 277 258 53501:30 8 6 14 288 217 50501:45 5 23 6 31 11 54 291 1098 220 919 511 201702:00 6 6 12 295 261 556 02:15 4 8 12 346 316 662 02:30 11 6 17 421 333 754 02:45 8 29 4 24 12 53 410 1472 353 1263 763 273503:00 10 7 17 249 384 633 03:15 18 4 22 334 323 657 03:30 17 3 20 305 354 659 03:45 29 74 4 18 33 92 298 1186 409 1470 707 265604:00 14 5 19 264 421 685 04:15 20 3 23 257 438 695 04:30 51 13 64 263 451 714 04:45 84 169 22 43 106 212 255 1039 477 1787 732 282605:00 59 8 67 220 403 623 05:15 96 18 114 218 483 701 05:30 160 25 185 224 465 689 05:45 181 496 28 79 209 575 202 864 372 1723 574 258706:00 131 46 177 192 344 536 06:15 185 49 234 179 345 524 06:30 298 72 370 203 320 523 06:45 417 1031 105 272 522 1303 178 752 281 1290 459 204207:00 422 261 683 176 200 376 07:15 593 168 761 114 193 307 07:30 641 142 783 128 159 287 07:45 585 2241 144 715 729 2956 110 528 135 687 245 121508:00 514 152 666 98 138 236 08:15 438 138 576 89 112 201 08:30 352 110 462 111 99 210 08:45 337 1641 162 562 499 2203 96 394 84 433 180 82709:00 254 129 383 122 106 228 09:15 250 162 412 127 119 246 09:30 231 142 373 196 114 310 09:45 246 981 165 598 411 1579 170 615 80 419 250 103410:00 179 163 342 74 80 154 10:15 166 171 337 49 66 115 10:30 197 177 374 42 77 119 10:45 199 741 166 677 365 1418 45 210 65 288 110 49811:00 205 208 413 38 62 100 11:15 253 195 448 26 57 83 11:30 315 205 520 34 40 74 11:45 289 1062 232 840 521 1902 30 128 22 181 52 309
TOTALS 8518 3928 12446 9309 11355 20664
SPLIT %68.4%31.6%37.6%45.0%55.0%62.4%
NB SB EB WB
0 0 17,827 15,283
AM Peak Hour 07:15 11:45 07:00 14:00 16:45 16:00
AM Pk Volume 2333 938 2956 1472 1828 2826
Pk Hr Factor 0.910 0.902 0.944 0.874 0.946 0.965
7 - 9 Volume 0 0 3882 1277 5159 0 0 1903 3510 5413
7 - 9 Peak Hour 07:15 07:00 07:00 16:00 16:45 16:00
7 - 9 Pk Volume 0 0 2333 715 2956 0 0 1039 1828 2826
Pk Hr Factor 0.000 0.000 0.910 0.685 0.944 0.000 0.000 0.984 0.946 0.965
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total33,110
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
El Camino Real Bet. Tamarack Ave & Kelly Dr
Friday
9/20/2019
DAILY TOTALS Total33,110
Oct. 20, 2020 Item #4 Page 158 of 360
Project #:CA19_4341_001 City:Carlsbad
Location:Date:9/16/2019El Camino Real Bet. Tamarack Ave & Kelly Dr
Prepared by NDS/ATD
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Oct. 20, 2020 Item #4 Page 159 of 360
Project #:CA19_4341_001 City:Carlsbad
Location:Date:9/17/2019
Prepared by NDS/ATD
El Camino Real Bet. Tamarack Ave & Kelly Dr
0
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1500
2000
2500
3000
00
:
0
0
01
:
0
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02
:
0
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0
04
:
0
0
05
:
0
0
06
:
0
0
07
:
0
0
08
:
0
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09
:
0
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:
0
0
11
:
0
0
12
:
0
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:
0
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:
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:
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0
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:
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17
:
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0
18
:
0
0
19
:
0
0
20
:
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0
21
:
0
0
22
:
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0
23
:
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0
Ve
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 160 of 360
Project #:CA19_4341_001 City:Carlsbad
Location:Date:9/18/2019
Prepared by NDS/ATD
El Camino Real Bet. Tamarack Ave & Kelly Dr
0
500
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1500
2000
2500
3000
00
:
0
0
01
:
0
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:
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:
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:
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:
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:
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:
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:
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:
0
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12
:
0
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:
0
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:
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:
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:
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:
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0
18
:
0
0
19
:
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0
20
:
0
0
21
:
0
0
22
:
0
0
23
:
0
0
Ve
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 161 of 360
Project #:CA19_4341_001 City:Carlsbad
Location:Date:9/19/2019
Prepared by NDS/ATD
El Camino Real Bet. Tamarack Ave & Kelly Dr
0
500
1000
1500
2000
2500
3000
00
:
0
0
01
:
0
0
02
:
0
0
03
:
0
0
04
:
0
0
05
:
0
0
06
:
0
0
07
:
0
0
08
:
0
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09
:
0
0
10
:
0
0
11
:
0
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12
:
0
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13
:
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:
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:
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:
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23
:
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0
Ve
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 162 of 360
Project #:CA19_4341_001 City:Carlsbad
Location:Date:9/20/2019
Prepared by NDS/ATD
El Camino Real Bet. Tamarack Ave & Kelly Dr
0
500
1000
1500
2000
2500
00
:
0
0
01
:
0
0
02
:
0
0
03
:
0
0
04
:
0
0
05
:
0
0
06
:
0
0
07
:
0
0
08
:
0
0
09
:
0
0
10
:
0
0
11
:
0
0
12
:
0
0
13
:
0
0
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:
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:
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16
:
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17
:
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0
18
:
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0
19
:
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0
20
:
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0
21
:
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0
22
:
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23
:
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0
Ve
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 163 of 360
Day:City:Carlsbad
Date:Project #:CA19_4341_002
NB SB EB WB
0 0 15,568 14,601
AM Period NB SB EB WB NB SB EB WB
00:00 15 14 29 169 245 414 00:15 9 14 23 181 210 39100:30 6 7 13 289 232 52100:45 3 33 8 43 11 76 286 925 173 860 459 178501:00 6 8 14 194 206 40001:15 6 6 12 202 216 41801:30 4 5 9 262 209 47101:45 5 21 5 24 10 45 206 864 200 831 406 169502:00 4 4 8 168 226 394 02:15 2 3 5 218 320 538 02:30 6 3 9 287 300 587 02:45 7 19 5 15 12 34 243 916 334 1180 577 209603:00 4 6 10 194 280 474 03:15 8 5 13 186 295 481 03:30 13 0 13 229 363 592 03:45 25 50 6 17 31 67 241 850 420 1358 661 220804:00 16 1 17 195 429 624 04:15 26 4 30 213 406 619 04:30 61 12 73 232 444 676 04:45 85 188 18 35 103 223 212 852 501 1780 713 263205:00 61 8 69 177 496 673 05:15 98 23 121 198 500 698 05:30 155 23 178 192 484 676 05:45 213 527 39 93 252 620 170 737 388 1868 558 260506:00 152 53 205 180 361 541 06:15 165 59 224 173 313 486 06:30 282 83 365 134 259 393 06:45 443 1042 123 318 566 1360 144 631 217 1150 361 178107:00 478 264 742 126 190 316 07:15 584 199 783 115 167 282 07:30 728 185 913 96 169 265 07:45 697 2487 189 837 886 3324 95 432 120 646 215 107808:00 570 144 714 74 86 160 08:15 452 114 566 84 104 188 08:30 440 118 558 84 80 164 08:45 326 1788 137 513 463 2301 51 293 102 372 153 66509:00 297 152 449 63 107 170 09:15 247 139 386 49 81 130 09:30 235 140 375 49 88 137 09:45 197 976 154 585 351 1561 47 208 92 368 139 57610:00 173 156 329 40 78 118 10:15 209 136 345 22 51 73 10:30 218 156 374 27 64 91 10:45 201 801 182 630 383 1431 23 112 39 232 62 34411:00 190 160 350 11 40 51 11:15 177 202 379 15 25 40 11:30 193 173 366 8 22 30 11:45 212 772 200 735 412 1507 10 44 24 111 34 155
TOTALS 8704 3845 12549 6864 10756 17620
SPLIT %69.4%30.6%41.6%39.0%61.0%58.4%
NB SB EB WB
0 0 15,568 14,601
AM Peak Hour 07:15 11:45 07:00 12:30 16:45 16:30
AM Pk Volume 2579 887 3324 971 1981 2760
Pk Hr Factor 0.886 0.905 0.910 0.840 0.989 0.968
7 - 9 Volume 0 0 4275 1350 5625 0 0 1589 3648 5237
7 - 9 Peak Hour 07:15 07:00 07:00 16:00 16:45 16:30
7 - 9 Pk Volume 0 0 2579 837 3324 0 0 852 1981 2760
Pk Hr Factor 0.000 0.000 0.886 0.793 0.910 0.000 0.000 0.918 0.989 0.968
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
16:1516:30
14:0014:1514:30
9/16/2019
14:4515:00
DAILY TOTALS
PM Period
16:4517:0017:15
Monday
17:3017:45
15:1515:3015:4516:00
18:0018:1518:3018:4519:0019:15
El Camino Real Bet. Kelly Dr & Lisa St
21:3021:4522:00
Total30,169
19:3019:4520:0020:15
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
TOTAL
23:45
TOTALS
Total30,169
DAILY TOTALS
21:0021:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Oct. 20, 2020 Item #4 Page 164 of 360
Day:City:Carlsbad
Date:Project #:CA19_4341_002
NB SB EB WB
0 0 16,265 15,021
AM Period NB SB EB WB NB SB EB WB
00:00 11 16 27 199 221 420 00:15 6 13 19 196 217 41300:30 9 13 22 221 195 41600:45 5 31 16 58 21 89 195 811 192 825 387 163601:00 4 5 9 211 195 40601:15 5 8 13 207 217 42401:30 5 11 16 247 197 44401:45 5 19 6 30 11 49 218 883 227 836 445 171902:00 7 1 8 195 272 467 02:15 7 8 15 212 279 491 02:30 4 5 9 337 300 637 02:45 4 22 5 19 9 41 320 1064 316 1167 636 223103:00 5 4 9 198 312 510 03:15 10 4 14 175 283 458 03:30 11 1 12 221 375 596 03:45 26 52 4 13 30 65 202 796 488 1458 690 225404:00 13 7 20 238 400 638 04:15 23 5 28 212 466 678 04:30 56 12 68 218 460 678 04:45 84 176 17 41 101 217 201 869 595 1921 796 279005:00 59 11 70 212 468 680 05:15 99 17 116 201 518 719 05:30 172 20 192 182 492 674 05:45 195 525 30 78 225 603 187 782 475 1953 662 273506:00 144 53 197 177 447 624 06:15 184 60 244 180 358 538 06:30 333 69 402 159 248 407 06:45 517 1178 128 310 645 1488 116 632 190 1243 306 187507:00 487 276 763 123 177 300 07:15 695 173 868 151 177 328 07:30 737 172 909 121 137 258 07:45 737 2656 192 813 929 3469 176 571 159 650 335 122108:00 619 131 750 122 142 264 08:15 521 138 659 84 124 208 08:30 435 116 551 73 94 167 08:45 386 1961 149 534 535 2495 71 350 115 475 186 82509:00 267 127 394 98 93 191 09:15 266 152 418 85 82 167 09:30 207 144 351 53 69 122 09:45 208 948 143 566 351 1514 56 292 55 299 111 59110:00 190 134 324 34 59 93 10:15 187 170 357 36 42 78 10:30 182 156 338 23 63 86 10:45 190 749 161 621 351 1370 14 107 33 197 47 30411:00 164 189 353 23 45 68 11:15 204 183 387 12 27 39 11:30 166 191 357 16 20 36 11:45 198 732 230 793 428 1525 8 59 29 121 37 180
TOTALS 9049 3876 12925 7216 11145 18361
SPLIT %70.0%30.0%41.3%39.3%60.7%58.7%
NB SB EB WB
0 0 16,265 15,021
AM Peak Hour 07:15 11:45 07:00 14:15 16:45 16:30
AM Pk Volume 2788 863 3469 1067 2073 2873
Pk Hr Factor 0.946 0.938 0.934 0.792 0.871 0.902
7 - 9 Volume 0 0 4617 1347 5964 0 0 1651 3874 5525
7 - 9 Peak Hour 07:15 07:00 07:00 16:00 16:45 16:30
7 - 9 Pk Volume 0 0 2788 813 3469 0 0 869 2073 2873
Pk Hr Factor 0.000 0.000 0.946 0.736 0.934 0.000 0.000 0.913 0.871 0.902
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total31,286
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
El Camino Real Bet. Kelly Dr & Lisa St
Tuesday
9/17/2019
DAILY TOTALS Total31,286
Oct. 20, 2020 Item #4 Page 165 of 360
Day:City:Carlsbad
Date:Project #:CA19_4341_002
NB SB EB WB
0 0 16,564 15,244
AM Period NB SB EB WB NB SB EB WB
00:00 12 22 34 190 252 442 00:15 6 11 17 193 208 40100:30 6 8 14 202 217 41900:45 3 27 7 48 10 75 216 801 209 886 425 168701:00 2 12 14 198 204 40201:15 3 11 14 241 199 44001:30 2 6 8 204 219 42301:45 2 9 5 34 7 43 197 840 261 883 458 172302:00 6 9 15 183 290 473 02:15 2 2 4 198 306 504 02:30 9 3 12 344 334 678 02:45 8 25 3 17 11 42 337 1062 347 1277 684 233903:00 3 5 8 210 293 503 03:15 10 5 15 195 282 477 03:30 20 3 23 209 349 558 03:45 31 64 7 20 38 84 224 838 433 1357 657 219504:00 8 4 12 236 411 647 04:15 21 5 26 227 451 678 04:30 55 10 65 237 459 696 04:45 70 154 16 35 86 189 205 905 483 1804 688 270905:00 64 9 73 217 499 716 05:15 108 20 128 251 498 749 05:30 152 18 170 202 518 720 05:45 212 536 39 86 251 622 183 853 403 1918 586 277106:00 150 41 191 152 358 510 06:15 200 63 263 163 333 496 06:30 365 67 432 163 322 485 06:45 430 1145 154 325 584 1470 163 641 225 1238 388 187907:00 487 283 770 107 200 307 07:15 742 146 888 106 216 322 07:30 826 193 1019 122 176 298 07:45 655 2710 184 806 839 3516 92 427 136 728 228 115508:00 677 137 814 83 133 216 08:15 551 164 715 102 116 218 08:30 528 163 691 84 109 193 08:45 412 2168 141 605 553 2773 81 350 111 469 192 81909:00 300 146 446 68 100 168 09:15 269 142 411 78 97 175 09:30 228 131 359 63 82 145 09:45 255 1052 161 580 416 1632 43 252 70 349 113 60110:00 190 157 347 37 62 99 10:15 199 158 357 38 35 73 10:30 216 169 385 21 53 74 10:45 182 787 180 664 362 1451 17 113 40 190 57 30311:00 176 190 366 16 47 63 11:15 184 183 367 12 31 43 11:30 192 227 419 13 24 37 11:45 202 754 199 799 401 1553 10 51 24 126 34 177
TOTALS 9431 4019 13450 7133 11225 18358
SPLIT %70.1%29.9%42.3%38.9%61.1%57.7%
NB SB EB WB
0 0 16,564 15,244
AM Peak Hour 07:15 11:30 07:15 14:15 16:45 16:45
AM Pk Volume 2900 886 3560 1089 1998 2873
Pk Hr Factor 0.878 0.879 0.873 0.791 0.964 0.959
7 - 9 Volume 0 0 4878 1411 6289 0 0 1758 3722 5480
7 - 9 Peak Hour 07:15 07:00 07:15 16:30 16:45 16:45
7 - 9 Pk Volume 0 0 2900 806 3560 0 0 910 1998 2873
Pk Hr Factor 0.000 0.000 0.878 0.712 0.873 0.000 0.000 0.906 0.964 0.959
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total31,808
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
El Camino Real Bet. Kelly Dr & Lisa St
Wednesday
9/18/2019
DAILY TOTALS Total31,808
Oct. 20, 2020 Item #4 Page 166 of 360
Day:City:Carlsbad
Date:Project #:CA19_4341_002
NB SB EB WB
0 0 16,139 15,081
AM Period NB SB EB WB NB SB EB WB
00:00 8 19 27 197 235 432 00:15 8 17 25 167 230 39700:30 12 12 24 243 202 44500:45 4 32 9 57 13 89 245 852 208 875 453 172701:00 3 3 6 228 257 48501:15 2 6 8 195 264 45901:30 5 6 11 287 230 51701:45 6 16 12 27 18 43 251 961 211 962 462 192302:00 4 6 10 189 259 448 02:15 6 8 14 199 261 460 02:30 5 5 10 299 314 613 02:45 4 19 4 23 8 42 290 977 301 1135 591 211203:00 8 2 10 212 293 505 03:15 15 1 16 199 331 530 03:30 15 1 16 227 404 631 03:45 28 66 6 10 34 76 222 860 411 1439 633 229904:00 15 9 24 214 440 654 04:15 26 5 31 223 454 677 04:30 47 11 58 244 422 666 04:45 70 158 19 44 89 202 228 909 525 1841 753 275005:00 67 10 77 223 467 690 05:15 99 20 119 201 506 707 05:30 158 23 181 232 506 738 05:45 195 519 30 83 225 602 207 863 463 1942 670 280506:00 149 53 202 193 352 545 06:15 202 56 258 155 294 449 06:30 330 48 378 123 267 390 06:45 423 1104 113 270 536 1374 111 582 206 1119 317 170107:00 529 274 803 132 200 332 07:15 710 181 891 113 199 312 07:30 721 174 895 118 168 286 07:45 625 2585 179 808 804 3393 96 459 148 715 244 117408:00 620 140 760 76 128 204 08:15 503 148 651 85 122 207 08:30 380 139 519 77 120 197 08:45 383 1886 153 580 536 2466 75 313 107 477 182 79009:00 260 127 387 76 90 166 09:15 242 139 381 85 86 171 09:30 243 164 407 60 63 123 09:45 227 972 135 565 362 1537 60 281 57 296 117 57710:00 178 137 315 38 62 100 10:15 193 145 338 40 65 105 10:30 162 162 324 29 65 94 10:45 232 765 175 619 407 1384 21 128 37 229 58 35711:00 161 191 352 14 54 68 11:15 200 208 408 24 37 61 11:30 198 205 403 18 22 40 11:45 207 766 233 837 440 1603 10 66 15 128 25 194
TOTALS 8888 3923 12811 7251 11158 18409
SPLIT %69.4%30.6%41.0%39.4%60.6%59.0%
NB SB EB WB
0 0 16,139 15,081
AM Peak Hour 07:15 11:30 07:00 14:15 16:45 16:45
AM Pk Volume 2676 903 3393 1000 2004 2888
Pk Hr Factor 0.928 0.961 0.948 0.836 0.954 0.959
7 - 9 Volume 0 0 4471 1388 5859 0 0 1772 3783 5555
7 - 9 Peak Hour 07:15 07:00 07:00 16:15 16:45 16:45
7 - 9 Pk Volume 0 0 2676 808 3393 0 0 918 2004 2888
Pk Hr Factor 0.000 0.000 0.928 0.737 0.948 0.000 0.000 0.941 0.954 0.959
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total31,220
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
El Camino Real Bet. Kelly Dr & Lisa St
Thursday
9/19/2019
DAILY TOTALS Total31,220
Oct. 20, 2020 Item #4 Page 167 of 360
Day:City:Carlsbad
Date:Project #:CA19_4341_002
NB SB EB WB
0 0 18,438 16,433
AM Period NB SB EB WB NB SB EB WB
00:00 5 30 35 265 282 547 00:15 10 23 33 277 252 52900:30 9 16 25 244 218 46200:45 5 29 8 77 13 106 272 1058 224 976 496 203401:00 3 8 11 251 245 49601:15 4 12 16 272 255 52701:30 5 7 12 306 247 55301:45 6 18 5 32 11 50 283 1112 242 989 525 210102:00 6 6 12 295 310 605 02:15 4 8 12 301 349 650 02:30 11 6 17 492 328 820 02:45 9 30 5 25 14 55 417 1505 379 1366 796 287103:00 9 7 16 266 387 653 03:15 19 3 22 360 335 695 03:30 16 4 20 318 392 710 03:45 31 75 2 16 33 91 290 1234 441 1555 731 278904:00 14 6 20 270 459 729 04:15 21 3 24 262 468 730 04:30 53 13 66 280 487 767 04:45 84 172 18 40 102 212 264 1076 513 1927 777 300305:00 58 8 66 237 447 684 05:15 98 20 118 228 496 724 05:30 166 22 188 234 519 753 05:45 186 508 32 82 218 590 219 918 402 1864 621 278206:00 144 47 191 192 370 562 06:15 185 49 234 192 384 576 06:30 312 79 391 193 327 520 06:45 422 1063 110 285 532 1348 183 760 312 1393 495 215307:00 438 276 714 178 232 410 07:15 588 180 768 130 202 332 07:30 625 174 799 126 166 292 07:45 624 2275 187 817 811 3092 115 549 147 747 262 129608:00 561 152 713 102 140 242 08:15 467 136 603 93 116 209 08:30 369 116 485 114 113 227 08:45 357 1754 162 566 519 2320 104 413 98 467 202 88009:00 268 144 412 125 105 230 09:15 257 175 432 117 126 243 09:30 248 154 402 208 121 329 09:45 255 1028 177 650 432 1678 170 620 85 437 255 105710:00 201 163 364 79 74 153 10:15 177 200 377 42 65 107 10:30 205 181 386 48 86 134 10:45 208 791 177 721 385 1512 45 214 71 296 116 51011:00 183 231 414 36 65 101 11:15 279 219 498 25 57 82 11:30 345 204 549 32 42 74 11:45 307 1114 263 917 570 2031 29 122 24 188 53 310
TOTALS 8857 4228 13085 9581 12205 21786
SPLIT %67.7%32.3%37.5%44.0%56.0%62.5%
NB SB EB WB
0 0 18,438 16,433
AM Peak Hour 07:15 11:45 07:00 14:30 16:45 16:00
AM Pk Volume 2398 1015 3092 1535 1975 3003
Pk Hr Factor 0.959 0.900 0.953 0.780 0.951 0.966
7 - 9 Volume 0 0 4029 1383 5412 0 0 1994 3791 5785
7 - 9 Peak Hour 07:15 07:00 07:00 16:00 16:45 16:00
7 - 9 Pk Volume 0 0 2398 817 3092 0 0 1076 1975 3003
Pk Hr Factor 0.000 0.000 0.959 0.740 0.953 0.000 0.000 0.961 0.951 0.966
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total34,871
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
El Camino Real Bet. Kelly Dr & Lisa St
Friday
9/20/2019
DAILY TOTALS Total34,871
Oct. 20, 2020 Item #4 Page 168 of 360
Project #:CA19_4341_002 City:Carlsbad
Location:Date:9/16/2019El Camino Real Bet. Kelly Dr & Lisa St
Prepared by NDS/ATD
0
500
1000
1500
2000
2500
3000
00
:
0
0
01
:
0
0
02
:
0
0
03
:
0
0
04
:
0
0
05
:
0
0
06
:
0
0
07
:
0
0
08
:
0
0
09
:
0
0
10
:
0
0
11
:
0
0
12
:
0
0
13
:
0
0
14
:
0
0
15
:
0
0
16
:
0
0
17
:
0
0
18
:
0
0
19
:
0
0
20
:
0
0
21
:
0
0
22
:
0
0
23
:
0
0
Ve
h
i
c
l
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 169 of 360
Project #:CA19_4341_002 City:Carlsbad
Location:Date:9/17/2019
Prepared by NDS/ATD
El Camino Real Bet. Kelly Dr & Lisa St
0
500
1000
1500
2000
2500
3000
00
:
0
0
01
:
0
0
02
:
0
0
03
:
0
0
04
:
0
0
05
:
0
0
06
:
0
0
07
:
0
0
08
:
0
0
09
:
0
0
10
:
0
0
11
:
0
0
12
:
0
0
13
:
0
0
14
:
0
0
15
:
0
0
16
:
0
0
17
:
0
0
18
:
0
0
19
:
0
0
20
:
0
0
21
:
0
0
22
:
0
0
23
:
0
0
Ve
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e
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 170 of 360
Project #:CA19_4341_002 City:Carlsbad
Location:Date:9/18/2019
Prepared by NDS/ATD
El Camino Real Bet. Kelly Dr & Lisa St
0
500
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:
0
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Ve
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 171 of 360
Project #:CA19_4341_002 City:Carlsbad
Location:Date:9/19/2019
Prepared by NDS/ATD
El Camino Real Bet. Kelly Dr & Lisa St
0
500
1000
1500
2000
2500
3000
00
:
0
0
01
:
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Ve
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 172 of 360
Project #:CA19_4341_002 City:Carlsbad
Location:Date:9/20/2019
Prepared by NDS/ATD
El Camino Real Bet. Kelly Dr & Lisa St
0
500
1000
1500
2000
2500
00
:
0
0
01
:
0
0
02
:
0
0
03
:
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04
:
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:
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:
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Ve
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 173 of 360
Day:City:Carlsbad
Date:Project #:CA19_4341_003
NB SB EB WB
0 0 15,714 15,136
AM Period NB SB EB WB NB SB EB WB
00:00 16 17 33 188 245 433 00:15 11 15 26 201 228 42900:30 10 9 19 236 244 48000:45 6 43 8 49 14 92 265 890 186 903 451 179301:00 8 8 16 209 208 41701:15 3 7 10 203 233 43601:30 3 4 7 233 203 43601:45 4 18 6 25 10 43 191 836 206 850 397 168602:00 5 4 9 198 255 453 02:15 5 3 8 191 310 501 02:30 10 3 13 305 331 636 02:45 10 30 4 14 14 44 269 963 328 1224 597 218703:00 5 5 10 235 290 525 03:15 12 5 17 221 314 535 03:30 12 0 12 223 398 621 03:45 21 50 6 16 27 66 218 897 447 1449 665 234604:00 25 1 26 194 443 637 04:15 32 6 38 206 453 659 04:30 54 10 64 209 455 664 04:45 72 183 16 33 88 216 256 865 506 1857 762 272205:00 65 11 76 214 540 754 05:15 93 20 113 190 531 721 05:30 153 23 176 187 512 699 05:45 199 510 37 91 236 601 180 771 422 2005 602 277606:00 149 47 196 177 374 551 06:15 189 49 238 160 307 467 06:30 309 87 396 146 268 414 06:45 455 1102 114 297 569 1399 147 630 223 1172 370 180207:00 492 259 751 111 204 315 07:15 595 189 784 122 181 303 07:30 681 173 854 109 174 283 07:45 709 2477 166 787 875 3264 99 441 148 707 247 114808:00 568 147 715 83 90 173 08:15 489 127 616 80 115 195 08:30 409 118 527 60 92 152 08:45 359 1825 131 523 490 2348 65 288 99 396 164 68409:00 270 163 433 65 124 189 09:15 267 133 400 55 88 143 09:30 243 134 377 42 87 129 09:45 221 1001 167 597 388 1598 47 209 93 392 140 60110:00 191 145 336 33 84 117 10:15 190 137 327 29 54 83 10:30 188 166 354 22 68 90 10:45 198 767 175 623 373 1390 25 109 41 247 66 35611:00 192 160 352 12 42 54 11:15 171 215 386 13 27 40 11:30 192 190 382 15 22 37 11:45 202 757 199 764 401 1521 12 52 24 115 36 167
TOTALS 8763 3819 12582 6951 11317 18268
SPLIT %69.6%30.4%40.8%38.1%61.9%59.2%
NB SB EB WB
0 0 15,714 15,136
AM Peak Hour 07:15 11:45 07:00 14:30 16:45 16:45
AM Pk Volume 2553 916 3264 1030 2089 2936
Pk Hr Factor 0.900 0.935 0.933 0.844 0.967 0.963
7 - 9 Volume 0 0 4302 1310 5612 0 0 1636 3862 5498
7 - 9 Peak Hour 07:15 07:00 07:00 16:15 16:45 16:45
7 - 9 Pk Volume 0 0 2553 787 3264 0 0 885 2089 2936
Pk Hr Factor 0.000 0.000 0.900 0.760 0.933 0.000 0.000 0.864 0.967 0.963
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
16:1516:30
14:0014:1514:30
9/16/2019
14:4515:00
DAILY TOTALS
PM Period
16:4517:0017:15
Monday
17:3017:45
15:1515:3015:4516:00
18:0018:1518:3018:4519:0019:15
El Camino Real Bet. Crestview Dr & Cannon Rd
21:3021:4522:00
Total30,850
19:3019:4520:0020:15
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
TOTAL
23:45
TOTALS
Total30,850
DAILY TOTALS
21:0021:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Oct. 20, 2020 Item #4 Page 174 of 360
Day:City:Carlsbad
Date:Project #:CA19_4341_003
NB SB EB WB
0 0 16,294 15,549
AM Period NB SB EB WB NB SB EB WB
00:00 10 18 28 184 222 406 00:15 6 15 21 210 223 43300:30 11 16 27 214 195 40900:45 2 29 17 66 19 95 216 824 193 833 409 165701:00 1 5 6 199 193 39201:15 2 7 9 240 245 48501:30 3 10 13 237 191 42801:45 9 15 6 28 15 43 211 887 223 852 434 173902:00 3 1 4 206 282 488 02:15 5 8 13 206 289 495 02:30 3 6 9 334 307 641 02:45 2 13 5 20 7 33 356 1102 360 1238 716 234003:00 6 3 9 202 323 525 03:15 6 3 9 210 289 499 03:30 15 1 16 209 417 626 03:45 19 46 5 12 24 58 222 843 491 1520 713 236304:00 15 7 22 240 430 670 04:15 28 5 33 196 473 669 04:30 62 11 73 224 527 751 04:45 77 182 14 37 91 219 213 873 588 2018 801 289105:00 61 11 72 202 514 716 05:15 87 14 101 221 545 766 05:30 165 18 183 189 463 652 05:45 191 504 31 74 222 578 185 797 517 2039 702 283606:00 158 44 202 186 483 669 06:15 203 57 260 181 355 536 06:30 325 69 394 154 252 406 06:45 492 1178 123 293 615 1471 120 641 211 1301 331 194207:00 485 265 750 141 188 329 07:15 667 167 834 133 173 306 07:30 715 161 876 101 164 265 07:45 725 2592 179 772 904 3364 153 528 174 699 327 122708:00 613 124 737 104 151 255 08:15 525 140 665 73 127 200 08:30 404 137 541 73 114 187 08:45 411 1953 120 521 531 2474 74 324 120 512 194 83609:00 282 134 416 80 101 181 09:15 242 154 396 87 91 178 09:30 230 132 362 51 79 130 09:45 239 993 139 559 378 1552 45 263 56 327 101 59010:00 206 144 350 26 69 95 10:15 200 177 377 37 42 79 10:30 174 171 345 24 68 92 10:45 181 761 143 635 324 1396 19 106 38 217 57 32311:00 195 193 388 18 48 66 11:15 167 196 363 13 32 45 11:30 208 219 427 9 24 33 11:45 214 784 234 842 448 1626 16 56 30 134 46 190
TOTALS 9050 3859 12909 7244 11690 18934
SPLIT %70.1%29.9%40.5%38.3%61.7%59.5%
NB SB EB WB
0 0 16,294 15,549
AM Peak Hour 07:15 11:30 07:00 14:00 16:30 16:30
AM Pk Volume 2720 898 3364 1102 2174 3034
Pk Hr Factor 0.938 0.959 0.930 0.774 0.924 0.947
7 - 9 Volume 0 0 4545 1293 5838 0 0 1670 4057 5727
7 - 9 Peak Hour 07:15 07:00 07:00 16:00 16:30 16:30
7 - 9 Pk Volume 0 0 2720 772 3364 0 0 873 2174 3034
Pk Hr Factor 0.000 0.000 0.938 0.728 0.930 0.000 0.000 0.909 0.924 0.947
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total31,843
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
El Camino Real Bet. Crestview Dr & Cannon Rd
Tuesday
9/17/2019
DAILY TOTALS Total31,843
Oct. 20, 2020 Item #4 Page 175 of 360
Day:City:Carlsbad
Date:Project #:CA19_4341_003
NB SB EB WB
0 0 16,663 15,789
AM Period NB SB EB WB NB SB EB WB
00:00 9 23 32 189 273 462 00:15 4 11 15 204 217 42100:30 10 9 19 214 241 45500:45 4 27 7 50 11 77 218 825 216 947 434 177201:00 9 14 23 212 203 41501:15 4 12 16 242 221 46301:30 4 7 11 207 218 42501:45 3 20 5 38 8 58 211 872 268 910 479 178202:00 5 8 13 200 298 498 02:15 4 2 6 222 315 537 02:30 2 4 6 330 332 662 02:45 5 16 2 16 7 32 339 1091 364 1309 703 240003:00 3 5 8 207 303 510 03:15 11 4 15 212 286 498 03:30 12 1 13 237 405 642 03:45 28 54 7 17 35 71 246 902 443 1437 689 233904:00 12 5 17 256 445 701 04:15 30 4 34 230 457 687 04:30 50 9 59 257 503 760 04:45 76 168 16 34 92 202 225 968 499 1904 724 287205:00 70 8 78 238 534 772 05:15 91 15 106 262 532 794 05:30 146 15 161 214 531 745 05:45 190 497 41 79 231 576 188 902 415 2012 603 291406:00 163 41 204 174 360 534 06:15 194 64 258 186 349 535 06:30 337 75 412 173 303 476 06:45 433 1127 142 322 575 1449 160 693 251 1263 411 195607:00 500 270 770 114 218 332 07:15 688 143 831 111 222 333 07:30 772 168 940 122 190 312 07:45 661 2621 173 754 834 3375 92 439 144 774 236 121308:00 641 137 778 91 153 244 08:15 522 145 667 97 134 231 08:30 489 177 666 78 129 207 08:45 434 2086 141 600 575 2686 86 352 125 541 211 89309:00 297 143 440 65 111 176 09:15 256 130 386 75 104 179 09:30 221 128 349 64 85 149 09:45 210 984 152 553 362 1537 41 245 80 380 121 62510:00 193 159 352 35 61 96 10:15 209 162 371 33 44 77 10:30 221 172 393 21 53 74 10:45 203 826 182 675 385 1501 16 105 43 201 59 30611:00 182 204 386 19 49 68 11:15 184 182 366 13 37 50 11:30 197 242 439 15 27 42 11:45 224 787 209 837 433 1624 9 56 23 136 32 192
TOTALS 9213 3975 13188 7450 11814 19264
SPLIT %69.9%30.1%40.6%38.7%61.3%59.4%
NB SB EB WB
0 0 16,663 15,789
AM Peak Hour 07:15 11:30 07:15 14:15 16:45 16:30
AM Pk Volume 2762 941 3383 1098 2096 3050
Pk Hr Factor 0.894 0.862 0.900 0.810 0.981 0.960
7 - 9 Volume 0 0 4707 1354 6061 0 0 1870 3916 5786
7 - 9 Peak Hour 07:15 07:00 07:15 16:30 16:45 16:30
7 - 9 Pk Volume 0 0 2762 754 3383 0 0 982 2096 3050
Pk Hr Factor 0.000 0.000 0.894 0.698 0.900 0.000 0.000 0.937 0.981 0.960
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total32,452
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
El Camino Real Bet. Crestview Dr & Cannon Rd
Wednesday
9/18/2019
DAILY TOTALS Total32,452
Oct. 20, 2020 Item #4 Page 176 of 360
Day:City:Carlsbad
Date:Project #:CA19_4341_003
NB SB EB WB
0 0 17,413 15,685
AM Period NB SB EB WB NB SB EB WB
00:00 11 20 31 212 241 453 00:15 7 20 27 172 244 41600:30 12 14 26 264 201 46500:45 2 32 8 62 10 94 278 926 234 920 512 184601:00 3 2 5 236 261 49701:15 2 8 10 227 265 49201:30 7 7 14 313 250 56301:45 7 19 11 28 18 47 279 1055 210 986 489 204102:00 4 6 10 202 286 488 02:15 8 9 17 233 254 487 02:30 5 6 11 300 339 639 02:45 6 23 4 25 10 48 313 1048 310 1189 623 223703:00 8 2 10 228 325 553 03:15 15 0 15 223 334 557 03:30 15 2 17 248 448 696 03:45 30 68 7 11 37 79 239 938 428 1535 667 247304:00 16 8 24 238 467 705 04:15 28 5 33 237 503 740 04:30 50 9 59 247 459 706 04:45 70 164 18 40 88 204 246 968 515 1944 761 291205:00 69 8 77 240 508 748 05:15 108 17 125 214 504 718 05:30 165 22 187 263 518 781 05:45 212 554 24 71 236 625 206 923 488 2018 694 294106:00 156 57 213 186 358 544 06:15 235 54 289 164 295 459 06:30 347 49 396 131 296 427 06:45 505 1243 108 268 613 1511 123 604 222 1171 345 177507:00 569 270 839 134 239 373 07:15 674 168 842 116 203 319 07:30 779 166 945 129 175 304 07:45 688 2710 164 768 852 3478 98 477 157 774 255 125108:00 696 135 831 81 133 214 08:15 561 144 705 84 134 218 08:30 435 140 575 74 135 209 08:45 434 2126 157 576 591 2702 73 312 121 523 194 83509:00 303 132 435 76 103 179 09:15 270 138 408 80 97 177 09:30 274 152 426 64 66 130 09:45 261 1108 134 556 395 1664 59 279 62 328 121 60710:00 193 138 331 40 69 109 10:15 216 152 368 37 74 111 10:30 180 163 343 24 70 94 10:45 244 833 177 630 421 1463 22 123 40 253 62 37611:00 178 206 384 13 57 70 11:15 210 215 425 20 40 60 11:30 212 221 433 18 27 45 11:45 220 820 229 871 449 1691 9 60 14 138 23 198
TOTALS 9700 3906 13606 7713 11779 19492
SPLIT %71.3%28.7%41.1%39.6%60.4%58.9%
NB SB EB WB
0 0 17,413 15,685
AM Peak Hour 07:15 11:30 07:00 14:15 16:45 16:45
AM Pk Volume 2837 935 3478 1074 2045 3008
Pk Hr Factor 0.910 0.958 0.920 0.858 0.987 0.963
7 - 9 Volume 0 0 4836 1344 6180 0 0 1891 3962 5853
7 - 9 Peak Hour 07:15 07:00 07:00 16:15 16:45 16:45
7 - 9 Pk Volume 0 0 2837 768 3478 0 0 970 2045 3008
Pk Hr Factor 0.000 0.000 0.910 0.711 0.920 0.000 0.000 0.982 0.987 0.963
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total33,098
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
El Camino Real Bet. Crestview Dr & Cannon Rd
Thursday
9/19/2019
DAILY TOTALS Total33,098
Oct. 20, 2020 Item #4 Page 177 of 360
Day:City:Carlsbad
Date:Project #:CA19_4341_003
NB SB EB WB
0 0 19,377 16,910
AM Period NB SB EB WB NB SB EB WB
00:00 6 34 40 282 294 576 00:15 10 21 31 288 263 55100:30 13 18 31 265 218 48300:45 3 32 11 84 14 116 299 1134 229 1004 528 213801:00 4 7 11 277 265 54201:15 5 13 18 295 250 54501:30 6 8 14 321 259 58001:45 3 18 5 33 8 51 320 1213 258 1032 578 224502:00 6 8 14 327 329 656 02:15 4 5 9 347 335 682 02:30 9 7 16 504 344 848 02:45 10 29 4 24 14 53 456 1634 401 1409 857 304303:00 10 7 17 267 388 655 03:15 20 3 23 352 379 731 03:30 19 5 24 334 418 752 03:45 30 79 1 16 31 95 307 1260 464 1649 771 290904:00 17 5 22 283 472 755 04:15 22 3 25 279 482 761 04:30 55 15 70 293 524 817 04:45 90 184 16 39 106 223 250 1105 516 1994 766 309905:00 60 8 68 271 484 755 05:15 101 16 117 245 518 763 05:30 175 23 198 226 514 740 05:45 193 529 25 72 218 601 229 971 415 1931 644 290206:00 151 46 197 210 347 557 06:15 207 49 256 209 424 633 06:30 328 76 404 221 299 520 06:45 448 1134 115 286 563 1420 185 825 327 1397 512 222207:00 466 262 728 180 245 425 07:15 581 167 748 133 214 347 07:30 644 171 815 138 180 318 07:45 655 2346 174 774 829 3120 120 571 153 792 273 136308:00 565 139 704 100 171 271 08:15 473 138 611 94 121 215 08:30 397 130 527 119 122 241 08:45 371 1806 156 563 527 2369 102 415 102 516 204 93109:00 276 156 432 130 115 245 09:15 271 151 422 127 147 274 09:30 269 164 433 202 130 332 09:45 269 1085 171 642 440 1727 185 644 79 471 264 111510:00 205 162 367 82 84 166 10:15 183 198 381 53 74 127 10:30 224 212 436 53 83 136 10:45 226 838 165 737 391 1575 44 232 75 316 119 54811:00 217 248 465 38 65 103 11:15 288 221 509 25 62 87 11:30 349 187 536 34 47 81 11:45 311 1165 273 929 584 2094 31 128 26 200 57 328
TOTALS 9245 4199 13444 10132 12711 22843
SPLIT %68.8%31.2%37.0%44.4%55.6%63.0%
NB SB EB WB
0 0 19,377 16,910
AM Peak Hour 07:15 11:45 07:00 14:00 16:30 15:45
AM Pk Volume 2445 1048 3120 1634 2042 3104
Pk Hr Factor 0.933 0.891 0.941 0.811 0.974 0.950
7 - 9 Volume 0 0 4152 1337 5489 0 0 2076 3925 6001
7 - 9 Peak Hour 07:15 07:00 07:00 16:00 16:30 16:30
7 - 9 Pk Volume 0 0 2445 774 3120 0 0 1105 2042 3101
Pk Hr Factor 0.000 0.000 0.933 0.739 0.941 0.000 0.000 0.943 0.974 0.949
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total36,287
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
El Camino Real Bet. Crestview Dr & Cannon Rd
Friday
9/20/2019
DAILY TOTALS Total36,287
Oct. 20, 2020 Item #4 Page 178 of 360
Project #:CA19_4341_003 City:Carlsbad
Location:Date:9/16/2019El Camino Real Bet. Crestview Dr & Cannon
Prepared by NDS/ATD
0
500
1000
1500
2000
2500
3000
00
:
0
0
01
:
0
0
02
:
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0
03
:
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:
0
0
05
:
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:
0
0
07
:
0
0
08
:
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:
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:
0
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12
:
0
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:
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:
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:
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21
:
0
0
22
:
0
0
23
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0
0
Ve
h
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 179 of 360
Project #:CA19_4341_003 City:Carlsbad
Location:Date:9/17/2019
Prepared by NDS/ATD
El Camino Real Bet. Crestview Dr & Cannon
0
500
1000
1500
2000
2500
3000
00
:
0
0
01
:
0
0
02
:
0
0
03
:
0
0
04
:
0
0
05
:
0
0
06
:
0
0
07
:
0
0
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:
0
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:
0
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:
0
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11
:
0
0
12
:
0
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:
0
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:
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:
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:
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:
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18
:
0
0
19
:
0
0
20
:
0
0
21
:
0
0
22
:
0
0
23
:
0
0
Ve
h
i
c
l
e
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 180 of 360
Project #:CA19_4341_003 City:Carlsbad
Location:Date:9/18/2019
Prepared by NDS/ATD
El Camino Real Bet. Crestview Dr & Cannon
0
500
1000
1500
2000
2500
3000
00
:
0
0
01
:
0
0
02
:
0
0
03
:
0
0
04
:
0
0
05
:
0
0
06
:
0
0
07
:
0
0
08
:
0
0
09
:
0
0
10
:
0
0
11
:
0
0
12
:
0
0
13
:
0
0
14
:
0
0
15
:
0
0
16
:
0
0
17
:
0
0
18
:
0
0
19
:
0
0
20
:
0
0
21
:
0
0
22
:
0
0
23
:
0
0
Ve
h
i
c
l
e
s
NB SB EB WB
Oct. 20, 2020 Item #4 Page 181 of 360
Project #:CA19_4341_003 City:Carlsbad
Location:Date:9/19/2019
Prepared by NDS/ATD
El Camino Real Bet. Crestview Dr & Cannon
0
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Oct. 20, 2020 Item #4 Page 182 of 360
Project #:CA19_4341_003 City:Carlsbad
Location:Date:9/20/2019
Prepared by NDS/ATD
El Camino Real Bet. Crestview Dr & Cannon
0
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:
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Oct. 20, 2020 Item #4 Page 183 of 360
MIDBLOCK COUNT SUMMARY
Number: 5
Location: El Camino Real
Between Cannon Road and College Boulevard
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 184 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_003
NB SB EB WB
23,944 22,183 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 31 10 0 0 41 443 238 0 0 681 00:15 22 7 0 0 29 367 279 0 0 64600:30 17 13 0 0 30 330 272 0 0 60200:45 10 80 5 35 0 0 15 115 328 1468 303 1092 0 0 631 256001:00 15 10 0 0 25 361 294 0 0 65501:15 12 9 0 0 21 300 393 0 0 69301:30 20 6 0 0 26 357 423 0 0 78001:45 13 60 7 32 0 0 20 92 356 1374 332 1442 0 0 688 281602:00 10 6 0 0 16 443 266 0 0 709 02:15 5 8 0 0 13 452 336 0 0 788 02:30 10 10 0 0 20 594 388 0 0 982 02:45 10 35 12 36 0 0 22 71 578 2067 545 1535 0 0 1123 360203:00 6 6 0 0 12 560 365 0 0 925 03:15 2 9 0 0 11 576 350 0 0 926 03:30 14 23 0 0 37 688 331 0 0 1019 03:45 9 31 39 77 0 0 48 108 681 2505 354 1400 0 0 1035 390504:00 15 35 0 0 50 795 298 0 0 1093 04:15 12 50 0 0 62 728 321 0 0 1049 04:30 12 89 0 0 101 854 279 0 0 1133 04:45 30 69 120 294 0 0 150 363 810 3187 361 1259 0 0 1171 444605:00 17 90 0 0 107 799 314 0 0 1113 05:15 24 108 0 0 132 766 301 0 0 1067 05:30 27 220 0 0 247 752 280 0 0 1032 05:45 50 118 354 772 0 0 404 890 637 2954 256 1151 0 0 893 410506:00 68 199 0 0 267 553 233 0 0 786 06:15 64 324 0 0 388 461 245 0 0 706 06:30 105 415 0 0 520 380 217 0 0 597 06:45 230 467 604 1542 0 0 834 2009 354 1748 184 879 0 0 538 262707:00 401 673 0 0 1074 311 135 0 0 446 07:15 309 706 0 0 1015 287 123 0 0 410 07:30 195 810 0 0 1005 243 122 0 0 365 07:45 208 1113 831 3020 0 0 1039 4133 240 1081 121 501 0 0 361 158208:00 191 771 0 0 962 163 98 0 0 261 08:15 216 656 0 0 872 190 139 0 0 329 08:30 234 545 0 0 779 192 117 0 0 309 08:45 216 857 567 2539 0 0 783 3396 150 695 94 448 0 0 244 114309:00 216 413 0 0 629 124 83 0 0 207 09:15 184 420 0 0 604 99 89 0 0 188 09:30 227 351 0 0 578 107 76 0 0 183 09:45 220 847 344 1528 0 0 564 2375 91 421 66 314 0 0 157 73510:00 230 257 0 0 487 76 46 0 0 122 10:15 254 292 0 0 546 73 30 0 0 103 10:30 260 267 0 0 527 98 26 0 0 124 10:45 253 997 239 1055 0 0 492 2052 62 309 30 132 0 0 92 44111:00 290 224 0 0 514 84 24 0 0 108 11:15 311 239 0 0 550 50 22 0 0 72 11:30 283 270 0 0 553 50 25 0 0 75 11:45 344 1228 271 1004 0 0 615 2232 49 233 25 96 0 0 74 329
TOTALS 5902 11934 17836 18042 10249 28291
SPLIT %33.1%66.9%38.7%63.8%36.2%61.3%
NB SB EB WB
23,944 22,183 0 0
AM Peak Hour 11:45 07:15 07:00 16:30 14:30 16:30
AM Pk Volume 1484 3118 4133 3229 1648 4484
Pk Hr Factor 0.837 0.938 0.962 0.945 0.756 0.957
7 - 9 Volume 1970 5559 0 0 7529 6141 2410 0 0 8551
7 - 9 Peak Hour 07:00 07:15 07:00 16:30 16:15 16:30
7 - 9 Pk Volume 1113 3118 0 0 4133 3229 1275 0 0 4484
Pk Hr Factor 0.694 0.938 0.000 0.000 0.962 0.945 0.883 0.000 0.000 0.957
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total46,127
DAILY TOTALS
21:0021:15
20:30
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
El Camino Real Bet. Jackspar Dr & College Blvd
21:3021:4522:00
Total46,127
19:3019:4520:0020:15
18:0018:1518:3018:4519:0019:15
16:4517:0017:15
Tuesday
17:3017:45
15:1515:3015:4516:0016:1516:30
14:0014:1514:30
5/7/2019
14:4515:00
DAILY TOTALS
PM Period
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
Oct. 20, 2020 Item #4 Page 185 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_003
NB SB EB WB
24,088 21,410 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 33 12 0 0 45 395 281 0 0 676 00:15 14 14 0 0 28 303 267 0 0 57000:30 22 10 0 0 32 320 333 0 0 65300:45 19 88 7 43 0 0 26 131 278 1296 308 1189 0 0 586 248501:00 10 10 0 0 20 398 306 0 0 70401:15 9 5 0 0 14 323 277 0 0 60001:30 12 7 0 0 19 371 352 0 0 72301:45 14 45 4 26 0 0 18 71 384 1476 342 1277 0 0 726 275302:00 9 5 0 0 14 446 285 0 0 731 02:15 15 8 0 0 23 415 302 0 0 717 02:30 8 10 0 0 18 695 364 0 0 1059 02:45 8 40 11 34 0 0 19 74 606 2162 455 1406 0 0 1061 356803:00 4 7 0 0 11 510 319 0 0 829 03:15 6 8 0 0 14 577 331 0 0 908 03:30 13 26 0 0 39 670 297 0 0 967 03:45 10 33 50 91 0 0 60 124 692 2449 298 1245 0 0 990 369404:00 9 32 0 0 41 774 301 0 0 1075 04:15 12 61 0 0 73 687 257 0 0 944 04:30 19 77 0 0 96 854 258 0 0 1112 04:45 21 61 133 303 0 0 154 364 754 3069 286 1102 0 0 1040 417105:00 23 91 0 0 114 854 277 0 0 1131 05:15 29 131 0 0 160 741 258 0 0 999 05:30 28 245 0 0 273 675 279 0 0 954 05:45 54 134 379 846 0 0 433 980 649 2919 222 1036 0 0 871 395506:00 64 219 0 0 283 546 241 0 0 787 06:15 83 292 0 0 375 461 222 0 0 683 06:30 119 397 0 0 516 441 167 0 0 608 06:45 176 442 607 1515 0 0 783 1957 311 1759 191 821 0 0 502 258007:00 275 576 0 0 851 294 144 0 0 438 07:15 189 775 0 0 964 283 117 0 0 400 07:30 225 789 0 0 1014 244 104 0 0 348 07:45 286 975 821 2961 0 0 1107 3936 209 1030 125 490 0 0 334 152008:00 376 689 0 0 1065 212 99 0 0 311 08:15 230 629 0 0 859 204 130 0 0 334 08:30 211 592 0 0 803 175 136 0 0 311 08:45 257 1074 553 2463 0 0 810 3537 158 749 89 454 0 0 247 120309:00 189 395 0 0 584 200 112 0 0 312 09:15 237 376 0 0 613 158 78 0 0 236 09:30 235 328 0 0 563 96 65 0 0 161 09:45 227 888 362 1461 0 0 589 2349 96 550 75 330 0 0 171 88010:00 223 288 0 0 511 95 36 0 0 131 10:15 235 281 0 0 516 74 33 0 0 107 10:30 262 258 0 0 520 90 35 0 0 125 10:45 269 989 285 1112 0 0 554 2101 68 327 31 135 0 0 99 46211:00 282 242 0 0 524 66 20 0 0 86 11:15 303 226 0 0 529 44 17 0 0 61 11:30 371 245 0 0 616 49 15 0 0 64 11:45 364 1320 289 1002 0 0 653 2322 54 213 16 68 0 0 70 281
TOTALS 6089 11857 17946 17999 9553 27552
SPLIT %33.9%66.1%39.4%65.3%34.7%60.6%
NB SB EB WB
24,088 21,410 0 0
AM Peak Hour 11:15 07:15 07:15 16:30 14:30 16:30
AM Pk Volume 1433 3074 4150 3203 1469 4282
Pk Hr Factor 0.907 0.936 0.937 0.938 0.807 0.947
7 - 9 Volume 2049 5424 0 0 7473 5988 2138 0 0 8126
7 - 9 Peak Hour 07:30 07:15 07:15 16:30 16:00 16:30
7 - 9 Pk Volume 1117 3074 0 0 4150 3203 1102 0 0 4282
Pk Hr Factor 0.743 0.936 0.000 0.000 0.937 0.938 0.915 0.000 0.000 0.947
Prepared by NDS/ATDVOLUME
El Camino Real Bet. Jackspar Dr & College Blvd
Wednesday
5/8/2019
DAILY TOTALS Total45,498
TOTAL PM Period TOTAL
12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15
SPLIT %
21:3021:4522:0022:1522:3022:45
DAILY TOTALS Total45,498
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
Oct. 20, 2020 Item #4 Page 186 of 360
Project #:CA19_4201_003 City:Carlsbad
Location:Date:5/7/2019El Camino Real Bet. Jackspar Dr & College
Prepared by NDS/ATD
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Oct. 20, 2020 Item #4 Page 187 of 360
Project #:CA19_4201_003 City:Carlsbad
Location:Date:5/8/2019
Prepared by NDS/ATD
El Camino Real Bet. Jackspar Dr & College
0
500
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1500
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2500
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3500
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:
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Oct. 20, 2020 Item #4 Page 188 of 360
MIDBLOCK COUNT SUMMARY
Number: 6
Location: El Camino Real
Between College Boulevard and Palomar Airport Road
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 189 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_004
NB SB EB WB
18,317 19,801 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 19 9 0 0 28 330 454 0 0 784 00:15 12 7 0 0 19 341 362 0 0 70300:30 7 10 0 0 17 320 337 0 0 65700:45 5 43 5 31 0 0 10 74 366 1357 347 1500 0 0 713 285701:00 8 9 0 0 17 369 378 0 0 74701:15 10 6 0 0 16 395 353 0 0 74801:30 11 8 0 0 19 342 378 0 0 72001:45 5 34 5 28 0 0 10 62 320 1426 317 1426 0 0 637 285202:00 6 6 0 0 12 306 355 0 0 661 02:15 4 7 0 0 11 331 336 0 0 667 02:30 6 6 0 0 12 362 373 0 0 735 02:45 5 21 5 24 0 0 10 45 387 1386 449 1513 0 0 836 289903:00 5 4 0 0 9 362 393 0 0 755 03:15 3 8 0 0 11 373 305 0 0 678 03:30 8 17 0 0 25 385 402 0 0 787 03:45 14 30 19 48 0 0 33 78 395 1515 425 1525 0 0 820 304004:00 13 20 0 0 33 447 367 0 0 814 04:15 10 32 0 0 42 400 384 0 0 784 04:30 18 49 0 0 67 472 369 0 0 841 04:45 41 82 66 167 0 0 107 249 452 1771 387 1507 0 0 839 327805:00 38 41 0 0 79 466 467 0 0 933 05:15 46 53 0 0 99 423 408 0 0 831 05:30 64 106 0 0 170 425 364 0 0 789 05:45 123 271 163 363 0 0 286 634 380 1694 320 1559 0 0 700 325306:00 89 139 0 0 228 369 297 0 0 666 06:15 116 166 0 0 282 236 241 0 0 477 06:30 120 225 0 0 345 249 211 0 0 460 06:45 255 580 393 923 0 0 648 1503 210 1064 193 942 0 0 403 200607:00 320 469 0 0 789 202 147 0 0 349 07:15 256 516 0 0 772 196 91 0 0 287 07:30 264 474 0 0 738 163 90 0 0 253 07:45 340 1180 398 1857 0 0 738 3037 151 712 107 435 0 0 258 114708:00 285 463 0 0 748 130 77 0 0 207 08:15 313 429 0 0 742 136 79 0 0 215 08:30 293 446 0 0 739 100 83 0 0 183 08:45 296 1187 377 1715 0 0 673 2902 98 464 72 311 0 0 170 77509:00 254 302 0 0 556 97 67 0 0 164 09:15 240 329 0 0 569 63 69 0 0 132 09:30 211 302 0 0 513 79 71 0 0 150 09:45 220 925 254 1187 0 0 474 2112 67 306 35 242 0 0 102 54810:00 224 304 0 0 528 51 39 0 0 90 10:15 238 204 0 0 442 46 27 0 0 73 10:30 211 260 0 0 471 45 25 0 0 70 10:45 180 853 253 1021 0 0 433 1874 51 193 30 121 0 0 81 31411:00 277 256 0 0 533 43 28 0 0 71 11:15 230 269 0 0 499 29 23 0 0 52 11:30 247 358 0 0 605 39 22 0 0 61 11:45 335 1089 378 1261 0 0 713 2350 23 134 22 95 0 0 45 229
TOTALS 6295 8625 14920 12022 11176 23198
SPLIT %42.2%57.8%39.1%51.8%48.2%60.9%
NB SB EB WB
18,317 19,801 0 0
AM Peak Hour 11:45 07:00 07:00 16:30 16:30 16:30
AM Pk Volume 1326 1857 3037 1813 1631 3444
Pk Hr Factor 0.972 0.900 0.962 0.960 0.873 0.923
7 - 9 Volume 2367 3572 0 0 5939 3465 3066 0 0 6531
7 - 9 Peak Hour 07:45 07:00 07:00 16:30 16:30 16:30
7 - 9 Pk Volume 1231 1857 0 0 3037 1813 1631 0 0 3444
Pk Hr Factor 0.905 0.900 0.000 0.000 0.962 0.960 0.873 0.000 0.000 0.923
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total38,118
DAILY TOTALS
21:0021:15
20:30
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
El Camino Real Bet. College Blvd & Palomar Airport Rd
21:3021:4522:00
Total38,118
19:3019:4520:0020:15
18:0018:1518:3018:4519:0019:15
16:4517:0017:15
Tuesday
17:3017:45
15:1515:3015:4516:0016:1516:30
14:0014:1514:30
5/7/2019
14:4515:00
DAILY TOTALS
PM Period
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
Oct. 20, 2020 Item #4 Page 190 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_004
NB SB EB WB
17,321 17,843 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 21 11 0 0 32 313 336 0 0 649 00:15 10 14 0 0 24 273 308 0 0 58100:30 16 13 0 0 29 308 344 0 0 65200:45 10 57 5 43 0 0 15 100 348 1242 268 1256 0 0 616 249801:00 6 10 0 0 16 355 275 0 0 63001:15 6 2 0 0 8 322 272 0 0 59401:30 10 5 0 0 15 293 277 0 0 57001:45 8 30 1 18 0 0 9 48 298 1268 341 1165 0 0 639 243302:00 5 6 0 0 11 284 298 0 0 582 02:15 7 3 0 0 10 310 259 0 0 569 02:30 5 6 0 0 11 350 308 0 0 658 02:45 3 20 5 20 0 0 8 40 348 1292 394 1259 0 0 742 255103:00 4 3 0 0 7 326 315 0 0 641 03:15 9 3 0 0 12 322 283 0 0 605 03:30 8 25 0 0 33 351 317 0 0 668 03:45 18 39 22 53 0 0 40 92 350 1349 345 1260 0 0 695 260904:00 7 23 0 0 30 409 358 0 0 767 04:15 17 32 0 0 49 417 307 0 0 724 04:30 23 48 0 0 71 408 312 0 0 720 04:45 40 87 66 169 0 0 106 256 383 1617 347 1324 0 0 730 294105:00 35 50 0 0 85 439 341 0 0 780 05:15 46 60 0 0 106 361 338 0 0 699 05:30 78 119 0 0 197 331 345 0 0 676 05:45 128 287 169 398 0 0 297 685 344 1475 286 1310 0 0 630 278506:00 76 141 0 0 217 302 254 0 0 556 06:15 113 204 0 0 317 260 244 0 0 504 06:30 123 253 0 0 376 251 177 0 0 428 06:45 218 530 317 915 0 0 535 1445 216 1029 195 870 0 0 411 189907:00 261 440 0 0 701 163 147 0 0 310 07:15 239 444 0 0 683 177 101 0 0 278 07:30 264 432 0 0 696 179 104 0 0 283 07:45 369 1133 443 1759 0 0 812 2892 147 666 104 456 0 0 251 112208:00 350 418 0 0 768 140 84 0 0 224 08:15 306 347 0 0 653 127 88 0 0 215 08:30 290 327 0 0 617 112 114 0 0 226 08:45 283 1229 396 1488 0 0 679 2717 112 491 71 357 0 0 183 84809:00 248 273 0 0 521 126 97 0 0 223 09:15 235 250 0 0 485 113 59 0 0 172 09:30 216 289 0 0 505 59 42 0 0 101 09:45 216 915 244 1056 0 0 460 1971 55 353 53 251 0 0 108 60410:00 220 244 0 0 464 60 36 0 0 96 10:15 216 260 0 0 476 62 35 0 0 97 10:30 212 269 0 0 481 43 34 0 0 77 10:45 227 875 278 1051 0 0 505 1926 43 208 32 137 0 0 75 34511:00 220 273 0 0 493 40 22 0 0 62 11:15 237 270 0 0 507 25 16 0 0 41 11:30 252 291 0 0 543 28 12 0 0 40 11:45 299 1008 333 1167 0 0 632 2175 28 121 11 61 0 0 39 182
TOTALS 6210 8137 14347 11111 9706 20817
SPLIT %43.3%56.7%40.8%53.4%46.6%59.2%
NB SB EB WB
17,321 17,843 0 0
AM Peak Hour 07:45 07:00 07:15 16:15 16:45 16:15
AM Pk Volume 1315 1759 2959 1647 1371 2954
Pk Hr Factor 0.891 0.990 0.911 0.938 0.988 0.947
7 - 9 Volume 2362 3247 0 0 5609 3092 2634 0 0 5726
7 - 9 Peak Hour 07:45 07:00 07:15 16:15 16:45 16:15
7 - 9 Pk Volume 1315 1759 0 0 2959 1647 1371 0 0 2954
Pk Hr Factor 0.891 0.990 0.000 0.000 0.911 0.938 0.988 0.000 0.000 0.947
Prepared by NDS/ATDVOLUME
El Camino Real Bet. College Blvd & Palomar Airport Rd
Wednesday
5/8/2019
DAILY TOTALS Total35,164
TOTAL PM Period TOTAL
12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15
SPLIT %
21:3021:4522:0022:1522:3022:45
DAILY TOTALS Total35,164
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
Oct. 20, 2020 Item #4 Page 191 of 360
Project #:CA19_4201_004 City:Carlsbad
Location:Date:5/7/2019El Camino Real Bet. College Blvd & Palomar
Prepared by NDS/ATD
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Oct. 20, 2020 Item #4 Page 192 of 360
Project #:CA19_4201_004 City:Carlsbad
Location:Date:5/8/2019
Prepared by NDS/ATD
El Camino Real Bet. College Blvd & Palomar
0
200
400
600
800
1000
1200
1400
1600
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00
:
0
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Oct. 20, 2020 Item #4 Page 193 of 360
MIDBLOCK COUNT SUMMARY
Number: 7
Location: El Camino Real
Between Palomar Airport Road and Camino Vida Roble
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 194 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_005
NB SB EB WB
18,710 17,271 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 25 9 34 302 264 566 00:15 13 7 20 272 239 51100:30 20 6 26 295 275 57000:45 9 67 8 30 17 97 278 1147 267 1045 545 219201:00 11 18 29 335 219 55401:15 21 5 26 365 240 60501:30 14 4 18 315 271 58601:45 4 50 5 32 9 82 305 1320 305 1035 610 235502:00 5 2 7 290 249 539 02:15 14 5 19 334 245 579 02:30 6 5 11 358 285 643 02:45 5 30 6 18 11 48 353 1335 326 1105 679 244003:00 6 3 9 342 325 667 03:15 3 7 10 319 304 623 03:30 14 15 29 355 283 638 03:45 22 45 18 43 40 88 340 1356 312 1224 652 258004:00 12 10 22 364 280 644 04:15 9 10 19 361 309 670 04:30 14 43 57 421 333 754 04:45 34 69 55 118 89 187 380 1526 324 1246 704 277205:00 35 44 79 386 342 728 05:15 37 61 98 411 386 797 05:30 48 90 138 381 308 689 05:45 88 208 150 345 238 553 353 1531 279 1315 632 284606:00 80 135 215 339 276 615 06:15 115 207 322 343 276 619 06:30 169 255 424 259 210 469 06:45 221 585 292 889 513 1474 243 1184 220 982 463 216607:00 273 430 703 249 153 402 07:15 250 434 684 187 129 316 07:30 294 461 755 179 122 301 07:45 379 1196 358 1683 737 2879 163 778 123 527 286 130508:00 389 405 794 162 93 255 08:15 398 371 769 127 108 235 08:30 262 369 631 119 82 201 08:45 433 1482 406 1551 839 3033 134 542 94 377 228 91909:00 294 290 584 164 98 262 09:15 350 281 631 128 83 211 09:30 278 309 587 91 65 156 09:45 222 1144 265 1145 487 2289 99 482 61 307 160 78910:00 287 224 511 75 39 114 10:15 259 232 491 73 51 124 10:30 291 242 533 92 35 127 10:45 263 1100 242 940 505 2040 74 314 26 151 100 46511:00 238 249 487 47 30 77 11:15 286 265 551 25 16 41 11:30 285 282 567 24 16 40 11:45 290 1099 294 1090 584 2189 24 120 11 73 35 193
TOTALS 7075 7884 14959 11635 9387 21022
SPLIT %47.3%52.7%41.6%55.3%44.7%58.4%
NB SB EB WB
18,710 17,271 0 0
AM Peak Hour 08:00 07:00 07:30 16:30 16:30 16:30
AM Pk Volume 1482 1683 3055 1598 1385 2983
Pk Hr Factor 0.856 0.913 0.962 0.949 0.897 0.936
7 - 9 Volume 2678 3234 0 0 5912 3057 2561 0 0 5618
7 - 9 Peak Hour 08:00 07:00 07:30 16:30 16:30 16:30
7 - 9 Pk Volume 1482 1683 0 0 3055 1598 1385 0 0 2983
Pk Hr Factor 0.856 0.913 0.000 0.000 0.962 0.949 0.897 0.000 0.000 0.936
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
16:1516:30
14:0014:1514:30
5/1/2019
14:4515:00
DAILY TOTALS
PM Period
16:4517:0017:15
Wednesday
17:3017:45
15:1515:3015:4516:00
18:0018:1518:3018:4519:0019:15
El Camino Real Bet. Palomar Airport Rd & Camino Vida Roble
21:3021:4522:00
Total35,981
19:3019:4520:0020:15
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
TOTAL
23:45
TOTALS
Total35,981
DAILY TOTALS
21:0021:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Oct. 20, 2020 Item #4 Page 195 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_005
NB SB EB WB
19,181 17,809 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 27 16 43 281 316 597 00:15 25 9 34 299 320 61900:30 17 10 27 298 293 59100:45 10 79 9 44 19 123 308 1186 269 1198 577 238401:00 13 11 24 358 280 63801:15 21 6 27 313 276 58901:30 7 5 12 294 309 60301:45 11 52 7 29 18 81 327 1292 297 1162 624 245402:00 6 2 8 286 248 534 02:15 5 3 8 302 267 569 02:30 4 4 8 339 266 605 02:45 7 22 7 16 14 38 330 1257 348 1129 678 238603:00 8 5 13 334 305 639 03:15 5 7 12 337 272 609 03:30 11 13 24 372 288 660 03:45 22 46 18 43 40 89 332 1375 303 1168 635 254304:00 10 15 25 403 302 705 04:15 9 17 26 390 305 695 04:30 11 30 41 395 316 711 04:45 39 69 55 117 94 186 351 1539 317 1240 668 277905:00 32 38 70 378 367 745 05:15 46 67 113 394 335 729 05:30 43 99 142 370 322 692 05:45 93 214 134 338 227 552 370 1512 287 1311 657 282306:00 103 145 248 335 263 598 06:15 146 175 321 322 260 582 06:30 150 275 425 272 224 496 06:45 327 726 326 921 653 1647 226 1155 194 941 420 209607:00 286 379 665 265 163 428 07:15 259 478 737 186 157 343 07:30 335 464 799 201 123 324 07:45 379 1259 394 1715 773 2974 211 863 127 570 338 143308:00 374 378 752 136 105 241 08:15 393 416 809 152 98 250 08:30 388 402 790 125 85 210 08:45 349 1504 384 1580 733 3084 123 536 86 374 209 91009:00 308 299 607 138 92 230 09:15 321 279 600 130 86 216 09:30 251 292 543 102 72 174 09:45 291 1171 291 1161 582 2332 139 509 68 318 207 82710:00 246 270 516 111 60 171 10:15 225 261 486 79 52 131 10:30 302 239 541 83 42 125 10:45 244 1017 272 1042 516 2059 79 352 33 187 112 53911:00 294 217 511 51 28 79 11:15 294 308 602 32 24 56 11:30 344 291 635 29 17 46 11:45 375 1307 302 1118 677 2425 27 139 18 87 45 226
TOTALS 7466 8124 15590 11715 9685 21400
SPLIT %47.9%52.1%42.1%54.7%45.3%57.9%
NB SB EB WB
19,181 17,809 0 0
AM Peak Hour 07:45 07:00 07:30 16:00 16:45 16:30
AM Pk Volume 1534 1715 3133 1539 1341 2853
Pk Hr Factor 0.976 0.897 0.968 0.955 0.913 0.957
7 - 9 Volume 2763 3295 0 0 6058 3051 2551 0 0 5602
7 - 9 Peak Hour 07:45 07:00 07:30 16:00 16:45 16:30
7 - 9 Pk Volume 1534 1715 0 0 3133 1539 1341 0 0 2853
Pk Hr Factor 0.976 0.897 0.000 0.000 0.968 0.955 0.913 0.000 0.000 0.957
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total36,990
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
El Camino Real Bet. Palomar Airport Rd & Camino Vida Roble
Thursday
5/2/2019
DAILY TOTALS Total36,990
Oct. 20, 2020 Item #4 Page 196 of 360
Project #:CA19_4201_005 City:Carlsbad
Location:Date:5/1/2019El Camino Real Bet. Palomar Airport Rd &
Prepared by NDS/ATD
0
200
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800
1000
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1400
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1800
00
:
0
0
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 197 of 360
Project #:CA19_4201_005 City:Carlsbad
Location:Date:5/2/2019
Prepared by NDS/ATD
El Camino Real Bet. Palomar Airport Rd &
0
200
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00
:
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 198 of 360
MIDBLOCK COUNT SUMMARY
Number:
Location:
Contents:
8
El Camino Real
Between Camino Vida Roble and Poinsettia Lane
15 Minute Volume Report
Oct. 20, 2020 Item #4 Page 199 of 360
Oct. 20, 2020 Item #4 Page 200 of 360
Day: Tuesday
Date: 5/22/2018
Prepared by NDS/ATD
VOLUME
El Camino Real Bet. Cassia Rd & Poinsettia Ln
City: Carlsbad
Project#: CA18_ 4193_004
: DAILY TOTALS ~
I AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL
00:00 19 12 31 12:00 233 239 472
00:15 6 14 20 12:15 220 251 471
00:30 8 10 18 12:30 255 297 552
00:45 4 37 8 44 12 81 12:45 297 1005 257 1044 554 2049
01:00 8 6 14 13:00 258 258 516
01:15 8 2 10 13:15 259 204 463
01:30 4 4 8 13:30 242 253 495
01:45 3 23 0 12 3 35 13:45 258 1017 218 933 476 1950
02:00 6 4 10 14:00 271 293 564
02:15 4 6 10 14:15 173 264 437
02:30 1 1 2 14:30 175 283 458
02:45 2 13 4 15 6 28 14:45 351 970 336 1176 687 2146
03:00 5 4 9 15:00 317 294 611
03:15 4 5 9 15:15 339 284 623
03:30 15 6 21 15:30 342 323 665
03:45 8 32 9 24 17 56 15:45 348 1346 302 1203 650 2549
04:00 12 11 23 16:00 346 381 727
04:15 15 13 28 16:15 365 410 775
04:30 20 17 37 16:30 347 409 756
04:45 40 87 40 81 80 168 16:45 318 1376 423 1623 741 2999
05:00 41 29 70 17:00 306 496 802
05:15 51 33 84 17:15 327 458 785
05:30 63 45 108 17:30 275 451 726
05:45 99 254 74 181 173 435 17:45 256 1164 427 1832 683 2996
06:00 114 77 191 18:00 255 300 555
06:15 124 113 237 18:15 252 311 563
06:30 189 151 340 18:30 209 294 503
06:45 214 641 251 592 465 1233 18:45 186 902 227 1132 413 2034
07:00 241 324 565 19:00 171 195 366
07:15 278 315 593 19:15 173 162 335
07:30 309 447 756 19:30 147 141 288
07:45 439 1267 364 1450 803 2717 19:45 108 599 126 624 234 1223
08:00 433 367 800 20:00 121 116 237
08:15 396 332 728 20:15 98 117 215
08:30 352 295 647 20:30 110 111 221
08:45 380 1561 284 1278 664 2839 20:45 88 417 105 449 193 866
09:00 298 292 590 21:00 82 75 157
09:15 290 244 534 21:15 73 77 150
09:30 290 208 498 21:30 76 65 141
09:45 246 1124 249 993 495 2117 21:45 60 291 59 276 119 567
10:00 238 227 465 22:00 62 43 105
10:15 194 202 396 22:15 45 32 77
10:30 194 224 418 22:30 52 47 99
10:45 236 862 206 859 442 1721 22:45 29 188 30 152 59 340
11:00 211 251 462 23:00 41 28 69
11:15 218 230 448 23:15 39 17 56
11:30 251 211 462 23:30 21 29 50
11:45 251 931 248 940 499 1871 23:45 20 121 21 95 41 216
TOTALS 6832 6469 13301 TOTALS 9396 10539 19935
SPLIT% 51.4% 48.6% 40.0% SPLIT% 47.1% 52.9% 60.0%
DAILY TOTALS ~
AM Peak Hour 07:45 07:30 07:30 PM Peak Hour 15:45 17:00 16:30
AM Pk Volume 1620 1510 3087 PM Pk Volume 1406 1832 3084
Pk Hr Factor 0.923 0.845 0.961 Pk Hr Factor 0.963 0.923 0.961
7 -9Volume 2828 2728 (! 5556 4 • &Volume 2540 3455 5995
7 - 9 Peak Hour 07:45 07:30 07:30 4 -6 Peak Hour 16:00 17:00 16:30
7 -9 Pk Volume 1620 1510 3087 4 -6 Pk Volume 1376 1832 0 3084
Pk Hr Factor 0.923 0.845 ,·oo ~ 'I,) J 0.961 Pk Hr Factor 0.942 0.923 0000 (\{''Kl 0.961
MIDBLOCK COUNT SUMMARY
Number:
Location:
Contents:
9
El Camino Real
Between Poinsettia Lane and Aviara Parkway-Alga Road
15 Minute Volume Report
Oct. 20, 2020 Item #4 Page 201 of 360
Oct. 20, 2020 Item #4 Page 202 of 360
Day: Tuesday
Date: 5/22/2018
Prepared by NOS/ATO
VOLUME
El Camino Real Bet. Poinsettia Ln & Aviara Pkwy
City: Carlsbad
Project#: CA18_ 4193_005
I DAILY TOTALS ~
I AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL
00:00 21 15 36 12:00 265 2S9 524
00:15 8 11 19 12:15 249 305 554
00:30 7 10 17 12:30 296 339 635
00:45 6 42 7 43 13 85 12:45 348 1158 280 1183 628 2341
01:00 13 5 18 13:00 301 265 566
01:15 10 3 13 13:15 312 257 569
01:30 6 5 11 13:30 288 278 566
01:45 5 34 1 14 6 48 13:45 336 1237 248 1048 584 2285
02:00 7 3 10 14:00 353 341 694
02:15 4 7 11 14:15 355 293 648
02:30 1 1 2 14:30 370 307 677
02:45 3 15 5 16 8 31 14:45 404 1482 374 1315 778 2797
03:00 3 4 7 15:00 375 350 725
03:15 6 7 13 15:15 372 341 713
03:30 15 10 25 15:30 414 382 796
03:45 8 32 12 33 20 65 15:45 402 1563 340 1413 742 2976
04:00 13 17 30 16:00 386 406 792
04:15 16 17 33 16:15 459 418 877
04:30 20 22 42 16:30 420 441 861
04:45 39 88 56 112 95 200 16:45 396 1661 458 1723 854 3384
05:00 41 40 81 17:00 434 494 928
05:15 49 49 98 17:15 361 453 814
05:30 7S 65 140 17:30 385 515 900
05:45 90 255 111 265 201 520 17:45 352 1532 415 1877 767 3409
06:00 118 112 230 18:00 314 353 667
06:15 134 174 308 18:15 331 310 641
06:30 207 216 423 18:30 294 289 583
06:45 220 679 342 844 562 1523 18:45 242 1181 242 1194 484 2375
07:00 266 401 667 19:00 214 222 436
07:15 311 438 749 19:15 199 183 382
07:30 416 523 939 19:30 175 166 341
07:45 509 1502 440 1802 949 3304 19:45 141 729 158 729 299 1458
08:00 458 407 865 20:00 160 112 272
08:15 399 427 826 20:15 133 118 251
08:30 385 364 749 20:30 135 115 250
08:45 390 1632 364 1562 754 3194 20:45 119 547 110 455 229 1002
09:00 331 286 617 21:00 119 79 198
09:15 300 297 597 21:15 95 85 180
09:30 296 275 571 21:30 87 61 148
09:45 278 1205 276 1134 554 2339 21:45 76 377 61 286 137 663
10:00 237 267 504 22:00 72 41 113
10:15 206 264 470 22:15 61 38 99
10:30 236 257 493 22:30 52 47 99
10:45 243 922 235 1023 478 1945 22:45 35 220 37 163 72 383
11:00 247 270 517 23:00 51 29 80
11:15 239 254 493 23:15 44 20 64
11:30 272 257 529 23:30 26 28 54
11:45 261 1019 283 1064 544 2083 23:45 22 143 17 94 39 237
TOTALS 7425 7912 15337 TOTALS 11830 11480 23310
SPLIT¾ 48.4% 51.6% 39.7% SPLIT¾ 50.8% 49.2% 60.3%
DAILY TOTALS ~
AM Peak Hour 07:30 07:15 07:30 PM Peak Hour 16:15 16:45 16:15
AM Pk Volume 1782 1808 3579 PM Pk Volume 1709 1920 3520
Pk Hr Factor 0.875 0.864 0.943 Pk Hr Factor 0.931 0.932 0.948
7-9Volume 3134 3364 J 0 6498 4 -6Volume 3193 3600 IJ [' 6793
7 • 9 Peak Hour 07:30 07:15 07:30 4 • 6 Peak Hour 16:15 16:45 16:15
7 • 9 Pk Volume 1782 1808 3579 4 • 6 Pk Volume 1709 1920 3520
Pk Hr Factor 0.875 0.864 [ coo l•.Ciln 0.943 Pk Hr Factor 0.931 0.932 ll.MG n1Yo 0.948
MIDBLOCK COUNT SUMMARY
Number: 10
Location: El Camino Real
Between Aviara Parkway-Alga Road and La Costa Avenue
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 203 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_006
NB SB EB WB
25,343 27,208 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 26 9 35 371 420 791 00:15 20 9 29 385 407 79200:30 24 4 28 415 429 84400:45 13 83 5 27 18 110 364 1535 395 1651 759 318601:00 12 24 36 414 418 83201:15 11 12 23 459 401 86001:30 7 5 12 410 394 80401:45 10 40 8 49 18 89 409 1692 386 1599 795 329102:00 6 4 10 414 376 790 02:15 5 5 10 389 463 852 02:30 4 3 7 465 428 893 02:45 11 26 6 18 17 44 518 1786 434 1701 952 348703:00 4 8 12 475 473 948 03:15 7 4 11 528 496 1024 03:30 12 10 22 490 456 946 03:45 21 44 35 57 56 101 521 2014 500 1925 1021 393904:00 13 14 27 528 458 986 04:15 10 26 36 545 502 1047 04:30 18 53 71 589 485 1074 04:45 44 85 70 163 114 248 551 2213 568 2013 1119 422605:00 43 77 120 512 549 1061 05:15 38 90 128 619 641 1260 05:30 73 112 185 579 615 1194 05:45 107 261 148 427 255 688 528 2238 511 2316 1039 455406:00 111 232 343 521 449 970 06:15 139 295 434 492 416 908 06:30 183 366 549 415 372 787 06:45 230 663 487 1380 717 2043 363 1791 289 1526 652 331707:00 277 667 944 333 256 589 07:15 308 700 1008 291 248 539 07:30 397 700 1097 264 216 480 07:45 479 1461 684 2751 1163 4212 298 1186 177 897 475 208308:00 456 641 1097 238 153 391 08:15 496 618 1114 214 140 354 08:30 409 563 972 214 138 352 08:45 447 1808 528 2350 975 4158 172 838 126 557 298 139509:00 412 422 834 198 122 320 09:15 399 481 880 179 91 270 09:30 344 458 802 144 95 239 09:45 330 1485 420 1781 750 3266 135 656 65 373 200 102910:00 306 394 700 136 79 215 10:15 347 434 781 119 52 171 10:30 351 327 678 119 58 177 10:45 328 1332 459 1614 787 2946 76 450 39 228 115 67811:00 345 422 767 79 39 118 11:15 347 417 764 48 32 80 11:30 363 419 782 27 17 44 11:45 414 1469 442 1700 856 3169 33 187 17 105 50 292
TOTALS 8757 12317 21074 16586 14891 31477
SPLIT %41.6%58.4%40.1%52.7%47.3%59.9%
NB SB EB WB
25,343 27,208 0 0
AM Peak Hour 07:45 07:00 07:30 16:30 16:45 16:45
AM Pk Volume 1840 2751 4471 2271 2373 4634
Pk Hr Factor 0.927 0.983 0.961 0.917 0.926 0.919
7 - 9 Volume 3269 5101 0 0 8370 4451 4329 0 0 8780
7 - 9 Peak Hour 07:45 07:00 07:30 16:30 16:45 16:45
7 - 9 Pk Volume 1840 2751 0 0 4471 2271 2373 0 0 4634
Pk Hr Factor 0.927 0.983 0.000 0.000 0.961 0.917 0.926 0.000 0.000 0.919
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total52,551
DAILY TOTALS
21:0021:15
20:30
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
El Camino Real Bet. Aviara Pkwy/Alga Rd & La Costa Ave
21:3021:4522:00
Total52,551
19:3019:4520:0020:15
18:0018:1518:3018:4519:0019:15
16:4517:0017:15
Wednesday
17:3017:45
15:1515:3015:4516:0016:1516:30
14:0014:1514:30
5/1/2019
14:4515:00
DAILY TOTALS
PM Period
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
Oct. 20, 2020 Item #4 Page 204 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_006
NB SB EB WB
25,276 27,498 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 30 16 46 305 437 742 00:15 35 9 44 391 378 76900:30 22 8 30 390 393 78300:45 18 105 7 40 25 145 421 1507 401 1609 822 311601:00 9 14 23 391 402 79301:15 14 7 21 390 412 80201:30 11 7 18 374 418 79201:45 10 44 3 31 13 75 406 1561 472 1704 878 326502:00 11 4 15 395 404 799 02:15 10 7 17 415 446 861 02:30 8 9 17 433 474 907 02:45 6 35 6 26 12 61 489 1732 449 1773 938 350503:00 12 14 26 510 465 975 03:15 10 12 22 504 523 1027 03:30 15 17 32 523 549 1072 03:45 21 58 23 66 44 124 525 2062 497 2034 1022 409604:00 9 19 28 512 473 985 04:15 16 30 46 491 528 1019 04:30 15 41 56 607 515 1122 04:45 45 85 62 152 107 237 554 2164 506 2022 1060 418605:00 29 63 92 551 553 1104 05:15 50 94 144 644 564 1208 05:30 86 124 210 568 586 1154 05:45 93 258 188 469 281 727 565 2328 522 2225 1087 455306:00 120 206 326 494 481 975 06:15 149 294 443 510 422 932 06:30 178 376 554 419 349 768 06:45 226 673 528 1404 754 2077 339 1762 287 1539 626 330107:00 258 626 884 308 255 563 07:15 336 700 1036 334 234 568 07:30 393 730 1123 296 230 526 07:45 467 1454 611 2667 1078 4121 310 1248 203 922 513 217008:00 471 595 1066 253 208 461 08:15 460 588 1048 263 166 429 08:30 428 638 1066 230 141 371 08:45 441 1800 558 2379 999 4179 226 972 158 673 384 164509:00 371 409 780 186 131 317 09:15 325 422 747 142 134 276 09:30 351 429 780 166 95 261 09:45 314 1361 447 1707 761 3068 175 669 98 458 273 112710:00 312 413 725 152 76 228 10:15 345 419 764 137 61 198 10:30 344 379 723 107 46 153 10:45 308 1309 404 1615 712 2924 103 499 43 226 146 72511:00 343 376 719 75 30 105 11:15 316 395 711 58 32 90 11:30 367 451 818 33 27 60 11:45 357 1383 413 1635 770 3018 41 207 33 122 74 329
TOTALS 8565 12191 20756 16711 15307 32018
SPLIT %41.3%58.7%39.3%52.2%47.8%60.7%
NB SB EB WB
25,276 27,498 0 0
AM Peak Hour 07:45 07:00 07:30 16:30 17:00 17:00
AM Pk Volume 1826 2667 4315 2356 2225 4553
Pk Hr Factor 0.969 0.913 0.961 0.915 0.949 0.942
7 - 9 Volume 3254 5046 0 0 8300 4492 4247 0 0 8739
7 - 9 Peak Hour 07:45 07:00 07:30 16:30 17:00 17:00
7 - 9 Pk Volume 1826 2667 0 0 4315 2356 2225 0 0 4553
Pk Hr Factor 0.969 0.913 0.000 0.000 0.961 0.915 0.949 0.000 0.000 0.942
Prepared by NDS/ATDVOLUME
El Camino Real Bet. Aviara Pkwy/Alga Rd & La Costa Ave
Thursday
5/2/2019
DAILY TOTALS Total52,774
TOTAL PM Period TOTAL
12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15
SPLIT %
21:3021:4522:0022:1522:3022:45
DAILY TOTALS Total52,774
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
Oct. 20, 2020 Item #4 Page 205 of 360
Project #:CA19_4201_006 City:Carlsbad
Location:Date:5/1/2019El Camino Real Bet. Aviara Pkwy/Alga Rd &
Prepared by NDS/ATD
0
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00
:
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:
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:
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:
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:
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Oct. 20, 2020 Item #4 Page 206 of 360
Project #:CA19_4201_006 City:Carlsbad
Location:Date:5/2/2019
Prepared by NDS/ATD
El Camino Real Bet. Aviara Pkwy/Alga Rd &
0
500
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2500
3000
00
:
0
0
01
:
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 207 of 360
MIDBLOCK COUNT SUMMARY
Number: 11
Location: El Camino Real
Between La Costa Avenue and Leucadia Boulevard
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 208 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_007
NB SB EB WB
17,625 18,259 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 7 12 19 255 272 527 00:15 10 7 17 302 303 60500:30 6 8 14 313 317 63000:45 8 31 1 28 9 59 275 1145 236 1128 511 227301:00 7 9 16 332 309 64101:15 4 11 15 341 303 64401:30 4 6 10 303 317 62001:45 3 18 7 33 10 51 290 1266 285 1214 575 248002:00 4 6 10 285 292 577 02:15 0 3 3 305 303 608 02:30 1 4 5 381 330 711 02:45 1 6 5 18 6 24 388 1359 319 1244 707 260303:00 3 3 6 405 284 689 03:15 9 4 13 350 325 675 03:30 4 5 9 434 304 738 03:45 6 22 13 25 19 47 406 1595 327 1240 733 283504:00 8 8 16 403 314 717 04:15 2 10 12 436 315 751 04:30 8 22 30 381 276 657 04:45 18 36 39 79 57 115 408 1628 337 1242 745 287005:00 16 28 44 439 316 755 05:15 26 35 61 429 374 803 05:30 28 56 84 399 377 776 05:45 36 106 70 189 106 295 380 1647 316 1383 696 303006:00 61 81 142 323 310 633 06:15 66 127 193 342 281 623 06:30 104 208 312 268 214 482 06:45 113 344 295 711 408 1055 237 1170 184 989 421 215907:00 151 374 525 215 151 366 07:15 169 484 653 204 181 385 07:30 277 510 787 232 134 366 07:45 299 896 508 1876 807 2772 192 843 132 598 324 144108:00 310 456 766 169 108 277 08:15 270 462 732 158 107 265 08:30 277 442 719 147 91 238 08:45 257 1114 385 1745 642 2859 118 592 93 399 211 99109:00 219 337 556 129 71 200 09:15 262 317 579 124 74 198 09:30 192 265 457 97 68 165 09:45 226 899 322 1241 548 2140 101 451 51 264 152 71510:00 225 296 521 88 45 133 10:15 253 286 539 72 42 114 10:30 240 270 510 62 44 106 10:45 248 966 338 1190 586 2156 39 261 32 163 71 42411:00 289 298 587 45 25 70 11:15 251 305 556 23 19 42 11:30 275 313 588 18 10 28 11:45 317 1132 279 1195 596 2327 12 98 11 65 23 163
TOTALS 5570 8330 13900 12055 9929 21984
SPLIT %40.1%59.9%38.7%54.8%45.2%61.3%
NB SB EB WB
17,625 18,259 0 0
AM Peak Hour 11:45 07:15 07:30 15:30 16:45 16:45
AM Pk Volume 1187 1958 3092 1679 1404 3079
Pk Hr Factor 0.936 0.960 0.958 0.963 0.931 0.959
7 - 9 Volume 2010 3621 0 0 5631 3275 2625 0 0 5900
7 - 9 Peak Hour 07:30 07:15 07:30 16:45 16:45 16:45
7 - 9 Pk Volume 1156 1958 0 0 3092 1675 1404 0 0 3079
Pk Hr Factor 0.932 0.960 0.000 0.000 0.958 0.954 0.931 0.000 0.000 0.959
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
16:1516:30
14:0014:1514:30
5/1/2019
14:4515:00
DAILY TOTALS
PM Period
16:4517:0017:15
Wednesday
17:3017:45
15:1515:3015:4516:00
18:0018:1518:3018:4519:0019:15
El Camino Real Bet. La Costa Ave & Leucadia Blvd
21:3021:4522:00
Total35,884
19:3019:4520:0020:15
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
TOTAL
23:45
TOTALS
Total35,884
DAILY TOTALS
21:0021:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Oct. 20, 2020 Item #4 Page 209 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_007
NB SB EB WB
18,092 18,630 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 12 9 21 283 300 583 00:15 12 10 22 310 310 62000:30 4 6 10 333 273 60600:45 5 33 3 28 8 61 326 1252 294 1177 620 242901:00 6 8 14 305 307 61201:15 4 2 6 279 285 56401:30 2 3 5 329 285 61401:45 1 13 7 20 8 33 315 1228 342 1219 657 244702:00 3 3 6 307 283 590 02:15 2 3 5 307 318 625 02:30 2 6 8 341 349 690 02:45 3 10 2 14 5 24 374 1329 336 1286 710 261503:00 6 4 10 396 281 677 03:15 3 5 8 392 330 722 03:30 5 4 9 479 323 802 03:45 7 21 13 26 20 47 436 1703 362 1296 798 299904:00 9 7 16 375 306 681 04:15 7 15 22 405 330 735 04:30 9 24 33 450 306 756 04:45 12 37 33 79 45 116 385 1615 328 1270 713 288505:00 14 23 37 458 331 789 05:15 24 39 63 470 329 799 05:30 40 56 96 380 334 714 05:45 51 129 67 185 118 314 409 1717 335 1329 744 304606:00 60 86 146 355 283 638 06:15 66 129 195 343 256 599 06:30 84 232 316 271 233 504 06:45 107 317 301 748 408 1065 281 1250 204 976 485 222607:00 158 390 548 254 179 433 07:15 187 492 679 206 158 364 07:30 259 523 782 194 179 373 07:45 282 886 488 1893 770 2779 184 838 127 643 311 148108:00 270 484 754 183 139 322 08:15 289 418 707 186 123 309 08:30 286 460 746 175 88 263 08:45 252 1097 433 1795 685 2892 127 671 104 454 231 112509:00 209 289 498 140 103 243 09:15 212 297 509 132 103 235 09:30 211 263 474 139 92 231 09:45 225 857 312 1161 537 2018 175 586 76 374 251 96010:00 228 309 537 131 73 204 10:15 270 290 560 102 49 151 10:30 244 282 526 81 29 110 10:45 232 974 309 1190 541 2164 58 372 25 176 83 54811:00 276 291 567 46 12 58 11:15 231 308 539 32 18 50 11:30 292 314 606 11 16 27 11:45 254 1053 313 1226 567 2279 15 104 19 65 34 169
TOTALS 5427 8365 13792 12665 10265 22930
SPLIT %39.3%60.7%37.6%55.2%44.8%62.4%
NB SB EB WB
18,092 18,630 0 0
AM Peak Hour 11:45 07:15 07:30 16:30 17:00 16:30
AM Pk Volume 1180 1987 3013 1763 1329 3057
Pk Hr Factor 0.886 0.950 0.963 0.938 0.992 0.957
7 - 9 Volume 1983 3688 0 0 5671 3332 2599 0 0 5931
7 - 9 Peak Hour 07:45 07:15 07:30 16:30 17:00 16:30
7 - 9 Pk Volume 1127 1987 0 0 3013 1763 1329 0 0 3057
Pk Hr Factor 0.975 0.950 0.000 0.000 0.963 0.938 0.992 0.000 0.000 0.957
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total36,722
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
El Camino Real Bet. La Costa Ave & Leucadia Blvd
Thursday
5/2/2019
DAILY TOTALS Total36,722
Oct. 20, 2020 Item #4 Page 210 of 360
Project #:CA19_4201_007 City:Carlsbad
Location:Date:5/1/2019El Camino Real Bet. La Costa Ave & Leucadia
Prepared by NDS/ATD
0
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 211 of 360
Project #:CA19_4201_007 City:Carlsbad
Location:Date:5/2/2019
Prepared by NDS/ATD
El Camino Real Bet. La Costa Ave & Leucadia
0
200
400
600
800
1000
1200
1400
1600
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00
:
0
0
01
:
0
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0
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04
:
0
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05
:
0
0
06
:
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:
0
0
09
:
0
0
10
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0
0
11
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0
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12
:
0
0
13
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0
0
14
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0
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0
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18
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0
0
19
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23
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0
0
Ve
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Oct. 20, 2020 Item #4 Page 212 of 360
MIDBLOCK COUNT SUMMARY
Number: 12
Location: College Boulevard
Between City Limits and Carlsbad Village Drive
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 213 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_008
NB SB EB WB
14,191 14,657 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 24 13 37 199 226 425 00:15 12 12 24 214 170 38400:30 9 14 23 182 228 41000:45 6 51 4 43 10 94 180 775 208 832 388 160701:00 5 5 10 174 229 40301:15 5 1 6 167 197 36401:30 10 2 12 225 223 44801:45 5 25 5 13 10 38 203 769 227 876 430 164502:00 7 2 9 172 230 402 02:15 3 7 10 219 245 464 02:30 7 4 11 237 207 444 02:45 5 22 6 19 11 41 237 865 195 877 432 174203:00 5 2 7 211 128 339 03:15 7 7 14 384 246 630 03:30 6 15 21 384 237 621 03:45 8 26 17 41 25 67 376 1355 237 848 613 220304:00 13 22 35 366 193 559 04:15 10 34 44 463 222 685 04:30 8 50 58 362 223 585 04:45 14 45 63 169 77 214 437 1628 218 856 655 248405:00 21 48 69 440 256 696 05:15 35 80 115 454 261 715 05:30 44 140 184 403 209 612 05:45 54 154 211 479 265 633 367 1664 247 973 614 263706:00 74 153 227 338 199 537 06:15 75 247 322 289 208 497 06:30 92 355 447 193 168 361 06:45 164 405 437 1192 601 1597 210 1030 158 733 368 176307:00 152 394 546 200 156 356 07:15 235 430 665 180 126 306 07:30 215 413 628 144 139 283 07:45 299 901 378 1615 677 2516 150 674 121 542 271 121608:00 238 309 547 111 101 212 08:15 166 324 490 125 111 236 08:30 153 280 433 109 104 213 08:45 153 710 289 1202 442 1912 98 443 102 418 200 86109:00 139 256 395 79 88 167 09:15 175 227 402 107 75 182 09:30 144 225 369 78 75 153 09:45 166 624 220 928 386 1552 67 331 78 316 145 64710:00 152 142 294 63 45 108 10:15 154 161 315 54 29 83 10:30 169 190 359 49 35 84 10:45 168 643 194 687 362 1330 37 203 34 143 71 34611:00 163 183 346 37 29 66 11:15 186 169 355 39 36 75 11:30 185 210 395 29 21 50 11:45 185 719 187 749 372 1468 24 129 20 106 44 235
TOTALS 4325 7137 11462 9866 7520 17386
SPLIT %37.7%62.3%39.7%56.7%43.3%60.3%
NB SB EB WB
14,191 14,657 0 0
AM Peak Hour 07:15 06:45 07:15 16:45 17:00 16:45
AM Pk Volume 987 1674 2517 1734 973 2678
Pk Hr Factor 0.825 0.958 0.929 0.955 0.932 0.936
7 - 9 Volume 1611 2817 0 0 4428 3292 1829 0 0 5121
7 - 9 Peak Hour 07:15 07:00 07:15 16:45 17:00 16:45
7 - 9 Pk Volume 987 1615 0 0 2517 1734 973 0 0 2678
Pk Hr Factor 0.825 0.939 0.000 0.000 0.929 0.955 0.932 0.000 0.000 0.936
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total28,848
DAILY TOTALS
21:0021:15
20:30
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
College Blvd Bet. City Limits & Carlsbad Village Dr
21:3021:4522:00
Total28,848
19:3019:4520:0020:15
18:0018:1518:3018:4519:0019:15
16:4517:0017:15
Tuesday
17:3017:45
15:1515:3015:4516:0016:1516:30
14:0014:1514:30
5/7/2019
14:4515:00
DAILY TOTALS
PM Period
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
Oct. 20, 2020 Item #4 Page 214 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_008
NB SB EB WB
14,688 14,879 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 26 19 45 203 201 404 00:15 13 11 24 192 202 39400:30 13 9 22 172 208 38000:45 11 63 13 52 24 115 191 758 220 831 411 158901:00 6 10 16 203 228 43101:15 8 5 13 218 211 42901:30 8 7 15 199 250 44901:45 7 29 1 23 8 52 224 844 202 891 426 173502:00 6 3 9 229 217 446 02:15 10 6 16 245 237 482 02:30 2 5 7 318 228 546 02:45 2 20 7 21 9 41 402 1194 231 913 633 210703:00 8 4 12 349 279 628 03:15 4 9 13 339 230 569 03:30 7 9 16 303 236 539 03:45 9 28 26 48 35 76 380 1371 246 991 626 236204:00 3 16 19 352 213 565 04:15 12 33 45 424 238 662 04:30 19 51 70 395 227 622 04:45 19 53 71 171 90 224 409 1580 222 900 631 248005:00 21 47 68 437 242 679 05:15 32 84 116 472 230 702 05:30 41 130 171 424 219 643 05:45 55 149 233 494 288 643 402 1735 228 919 630 265406:00 76 134 210 327 210 537 06:15 78 247 325 294 185 479 06:30 100 380 480 237 178 415 06:45 136 390 368 1129 504 1519 200 1058 170 743 370 180107:00 150 389 539 156 147 303 07:15 199 366 565 157 134 291 07:30 192 419 611 128 133 261 07:45 334 875 373 1547 707 2422 137 578 116 530 253 110808:00 275 383 658 129 129 258 08:15 210 334 544 106 124 230 08:30 199 271 470 118 100 218 08:45 185 869 267 1255 452 2124 88 441 103 456 191 89709:00 130 252 382 117 85 202 09:15 152 209 361 101 93 194 09:30 150 204 354 62 70 132 09:45 158 590 237 902 395 1492 53 333 55 303 108 63610:00 157 190 347 53 42 95 10:15 156 190 346 46 39 85 10:30 169 204 373 43 44 87 10:45 168 650 173 757 341 1407 48 190 49 174 97 36411:00 179 203 382 49 15 64 11:15 166 155 321 26 25 51 11:30 214 189 403 28 24 52 11:45 202 761 201 748 403 1509 26 129 17 81 43 210
TOTALS 4477 7147 11624 10211 7732 17943
SPLIT %38.5%61.5%39.3%56.9%43.1%60.7%
NB SB EB WB
14,688 14,879 0 0
AM Peak Hour 07:45 07:00 07:15 16:45 15:00 16:45
AM Pk Volume 1018 1547 2541 1742 991 2655
Pk Hr Factor 0.762 0.923 0.899 0.923 0.888 0.946
7 - 9 Volume 1744 2802 0 0 4546 3315 1819 0 0 5134
7 - 9 Peak Hour 07:45 07:00 07:15 16:45 16:15 16:45
7 - 9 Pk Volume 1018 1547 0 0 2541 1742 929 0 0 2655
Pk Hr Factor 0.762 0.923 0.000 0.000 0.899 0.923 0.960 0.000 0.000 0.946
Prepared by NDS/ATDVOLUME
College Blvd Bet. City Limits & Carlsbad Village Dr
Wednesday
5/8/2019
DAILY TOTALS Total29,567
TOTAL PM Period TOTAL
12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15
SPLIT %
21:3021:4522:0022:1522:3022:45
DAILY TOTALS Total29,567
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
Oct. 20, 2020 Item #4 Page 215 of 360
Project #:CA19_4201_008 City:Carlsbad
Location:Date:5/7/2019College Blvd Bet. City Limits & Carlsbad
Prepared by NDS/ATD
0
200
400
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800
1000
1200
1400
1600
1800
00
:
0
0
01
:
0
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02
:
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03
:
0
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04
:
0
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05
:
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06
:
0
0
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12
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:
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18
:
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21
:
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23
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0
Ve
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Oct. 20, 2020 Item #4 Page 216 of 360
Project #:CA19_4201_008 City:Carlsbad
Location:Date:5/8/2019
Prepared by NDS/ATD
College Blvd Bet. City Limits & Carlsbad
0
200
400
600
800
1000
1200
1400
1600
1800
2000
00
:
0
0
01
:
0
0
02
:
0
0
03
:
0
0
04
:
0
0
05
:
0
0
06
:
0
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0
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0
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0
0
11
:
0
0
12
:
0
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13
:
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0
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18
:
0
0
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0
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20
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0
0
21
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22
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0
23
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0
0
Ve
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Oct. 20, 2020 Item #4 Page 217 of 360
MIDBLOCK COUNT SUMMARY
Number: 13
Location: College Boulevard
Between Carlsbad Village Drive and Cannon Road
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 218 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_009
NB SB EB WB
11,078 11,180 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 23 9 32 164 136 300 00:15 14 5 19 158 115 27300:30 5 8 13 133 152 28500:45 4 46 2 24 6 70 133 588 166 569 299 115701:00 8 3 11 121 157 27801:15 4 1 5 181 148 32901:30 10 2 12 151 161 31201:45 5 27 3 9 8 36 153 606 139 605 292 121102:00 5 2 7 151 145 296 02:15 3 4 7 193 153 346 02:30 6 5 11 229 220 449 02:45 4 18 7 18 11 36 198 771 174 692 372 146303:00 3 2 5 205 141 346 03:15 5 5 10 275 189 464 03:30 4 13 17 292 161 453 03:45 5 17 16 36 21 53 308 1080 173 664 481 174404:00 9 22 31 305 123 428 04:15 6 32 38 399 120 519 04:30 5 53 58 334 135 469 04:45 9 29 65 172 74 201 364 1402 142 520 506 192205:00 12 48 60 397 146 543 05:15 15 78 93 416 142 558 05:30 19 141 160 378 121 499 05:45 30 76 213 480 243 556 352 1543 117 526 469 206906:00 41 148 189 264 125 389 06:15 37 247 284 250 105 355 06:30 47 317 364 167 88 255 06:45 93 218 396 1108 489 1326 174 855 92 410 266 126507:00 105 439 544 149 81 230 07:15 164 417 581 145 60 205 07:30 164 367 531 106 90 196 07:45 193 626 361 1584 554 2210 129 529 66 297 195 82608:00 125 340 465 93 66 159 08:15 110 298 408 95 60 155 08:30 96 273 369 96 53 149 08:45 100 431 244 1155 344 1586 73 357 45 224 118 58109:00 106 187 293 59 51 110 09:15 92 206 298 86 44 130 09:30 99 192 291 70 44 114 09:45 107 404 173 758 280 1162 60 275 43 182 103 45710:00 92 121 213 59 29 88 10:15 99 118 217 48 18 66 10:30 107 131 238 40 18 58 10:45 102 400 129 499 231 899 37 184 23 88 60 27211:00 111 113 224 39 23 62 11:15 109 114 223 35 17 52 11:30 115 154 269 31 13 44 11:45 131 466 118 499 249 965 25 130 8 61 33 191
TOTALS 2758 6342 9100 8320 4838 13158
SPLIT %30.3%69.7%40.9%63.2%36.8%59.1%
NB SB EB WB
11,078 11,180 0 0
AM Peak Hour 07:15 06:45 07:00 16:45 14:30 16:45
AM Pk Volume 646 1619 2210 1555 724 2106
Pk Hr Factor 0.837 0.922 0.951 0.934 0.823 0.944
7 - 9 Volume 1057 2739 0 0 3796 2945 1046 0 0 3991
7 - 9 Peak Hour 07:15 07:00 07:00 16:45 16:30 16:45
7 - 9 Pk Volume 646 1584 0 0 2210 1555 565 0 0 2106
Pk Hr Factor 0.837 0.902 0.000 0.000 0.951 0.934 0.967 0.000 0.000 0.944
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
16:1516:30
14:0014:1514:30
5/7/2019
14:4515:00
DAILY TOTALS
PM Period
16:4517:0017:15
Tuesday
17:3017:45
15:1515:3015:4516:00
18:0018:1518:3018:4519:0019:15
College Blvd Bet. Carlsbad Village Dr & Cannon Rd
21:3021:4522:00
Total22,258
19:3019:4520:0020:15
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
TOTAL
23:45
TOTALS
Total22,258
DAILY TOTALS
21:0021:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Oct. 20, 2020 Item #4 Page 219 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_009
NB SB EB WB
11,510 11,291 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 22 10 32 175 136 311 00:15 7 5 12 136 153 28900:30 11 4 15 126 144 27000:45 5 45 4 23 9 68 122 559 156 589 278 114801:00 5 9 14 152 162 31401:15 8 3 11 148 148 29601:30 9 5 14 189 184 37301:45 6 28 1 18 7 46 190 679 129 623 319 130202:00 5 2 7 195 134 329 02:15 6 5 11 199 164 363 02:30 2 5 7 230 202 432 02:45 1 14 10 22 11 36 362 986 170 670 532 165603:00 6 3 9 252 179 431 03:15 3 8 11 255 177 432 03:30 6 10 16 273 138 411 03:45 6 21 23 44 29 65 316 1096 172 666 488 176204:00 2 14 16 316 134 450 04:15 6 35 41 383 148 531 04:30 10 54 64 362 143 505 04:45 10 28 71 174 81 202 387 1448 151 576 538 202405:00 13 51 64 379 128 507 05:15 15 74 89 410 130 540 05:30 21 143 164 399 135 534 05:45 23 72 227 495 250 567 357 1545 132 525 489 207006:00 41 136 177 296 130 426 06:15 38 236 274 255 110 365 06:30 52 331 383 195 104 299 06:45 88 219 336 1039 424 1258 163 909 90 434 253 134307:00 88 340 428 130 95 225 07:15 87 339 426 120 63 183 07:30 133 360 493 102 89 191 07:45 224 532 374 1413 598 1945 108 460 64 311 172 77108:00 168 422 590 112 73 185 08:15 174 353 527 80 81 161 08:30 112 241 353 94 74 168 08:45 109 563 252 1268 361 1831 80 366 66 294 146 66009:00 94 204 298 117 45 162 09:15 94 180 274 94 50 144 09:30 100 164 264 64 41 105 09:45 96 384 174 722 270 1106 63 338 35 171 98 50910:00 98 156 254 55 21 76 10:15 104 146 250 37 31 68 10:30 100 127 227 48 30 78 10:45 121 423 126 555 247 978 38 178 31 113 69 29111:00 128 124 252 46 10 56 11:15 104 113 217 23 13 36 11:30 134 127 261 30 13 43 11:45 128 494 139 503 267 997 24 123 7 43 31 166
TOTALS 2823 6276 9099 8687 5015 13702
SPLIT %31.0%69.0%39.9%63.4%36.6%60.1%
NB SB EB WB
11,510 11,291 0 0
AM Peak Hour 07:30 07:30 07:30 16:45 14:30 16:45
AM Pk Volume 699 1509 2208 1575 728 2119
Pk Hr Factor 0.780 0.894 0.923 0.960 0.901 0.981
7 - 9 Volume 1095 2681 0 0 3776 2993 1101 0 0 4094
7 - 9 Peak Hour 07:30 07:30 07:30 16:45 16:00 16:45
7 - 9 Pk Volume 699 1509 0 0 2208 1575 576 0 0 2119
Pk Hr Factor 0.780 0.894 0.000 0.000 0.923 0.960 0.954 0.000 0.000 0.981
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total22,801
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
College Blvd Bet. Carlsbad Village Dr & Cannon Rd
Wednesday
5/8/2019
DAILY TOTALS Total22,801
Oct. 20, 2020 Item #4 Page 220 of 360
Project #:CA19_4201_009 City:Carlsbad
Location:Date:5/7/2019College Blvd Bet. Carlsbad Village Dr &
Prepared by NDS/ATD
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Oct. 20, 2020 Item #4 Page 221 of 360
Project #:CA19_4201_009 City:Carlsbad
Location:Date:5/8/2019
Prepared by NDS/ATD
College Blvd Bet. Carlsbad Village Dr &
0
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Oct. 20, 2020 Item #4 Page 222 of 360
MIDBLOCK COUNT SUMMARY
Number: 14
Location: College Boulevard
Between El Camino Real and Aston Avenue
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 223 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_010
NB SB EB WB
6,419 6,671 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 5 2 7 112 143 255 00:15 3 2 5 103 116 21900:30 2 8 10 114 118 23200:45 3 13 6 18 9 31 116 445 126 503 242 94801:00 4 1 5 108 113 22101:15 2 4 6 110 99 20901:30 4 4 8 107 99 20601:45 3 13 4 13 7 26 97 422 100 411 197 83302:00 4 2 6 94 110 204 02:15 1 4 5 94 118 212 02:30 2 3 5 130 150 280 02:45 4 11 5 14 9 25 107 425 153 531 260 95603:00 2 3 5 100 130 230 03:15 2 2 4 98 115 213 03:30 2 3 5 102 109 211 03:45 3 9 7 15 10 24 103 403 97 451 200 85404:00 2 3 5 147 143 290 04:15 6 16 22 113 119 232 04:30 12 11 23 185 144 329 04:45 11 31 25 55 36 86 135 580 152 558 287 113805:00 26 23 49 167 204 371 05:15 25 19 44 145 185 330 05:30 35 40 75 122 157 279 05:45 51 137 80 162 131 299 105 539 115 661 220 120006:00 37 49 86 82 135 217 06:15 35 57 92 76 102 178 06:30 56 73 129 70 92 162 06:45 104 232 107 286 211 518 42 270 73 402 115 67207:00 79 82 161 37 40 77 07:15 99 106 205 30 47 77 07:30 162 131 293 26 37 63 07:45 204 544 166 485 370 1029 33 126 38 162 71 28808:00 236 141 377 39 45 84 08:15 165 137 302 41 36 77 08:30 165 134 299 30 28 58 08:45 163 729 117 529 280 1258 28 138 23 132 51 27009:00 139 108 247 25 28 53 09:15 126 103 229 20 17 37 09:30 109 73 182 18 11 29 09:45 104 478 79 363 183 841 21 84 13 69 34 15310:00 81 87 168 13 9 22 10:15 77 95 172 5 7 12 10:30 85 74 159 8 14 22 10:45 80 323 95 351 175 674 9 35 10 40 19 7511:00 86 87 173 21 11 32 11:15 94 97 191 10 7 17 11:30 100 102 202 7 10 17 11:45 108 388 143 429 251 817 6 44 3 31 9 75
TOTALS 2908 2720 5628 3511 3951 7462
SPLIT %51.7%48.3%43.0%47.1%52.9%57.0%
NB SB EB WB
6,419 6,671 0 0
AM Peak Hour 07:45 07:45 07:45 16:30 16:45 16:30
AM Pk Volume 770 578 1348 632 698 1317
Pk Hr Factor 0.816 0.870 0.894 0.854 0.855 0.887
7 - 9 Volume 1273 1014 0 0 2287 1119 1219 0 0 2338
7 - 9 Peak Hour 07:45 07:45 07:45 16:30 16:45 16:30
7 - 9 Pk Volume 770 578 0 0 1348 632 698 0 0 1317
Pk Hr Factor 0.816 0.870 0.000 0.000 0.894 0.854 0.855 0.000 0.000 0.887
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
16:1516:30
14:0014:1514:30
5/8/2019
14:4515:00
DAILY TOTALS
PM Period
16:4517:0017:15
Wednesday
17:3017:45
15:1515:3015:4516:00
18:0018:1518:3018:4519:0019:15
College Blvd Bet. El Camino Real & Aston Ave
21:3021:4522:00
Total13,090
19:3019:4520:0020:15
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
TOTAL
23:45
TOTALS
Total13,090
DAILY TOTALS
21:0021:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Oct. 20, 2020 Item #4 Page 224 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_010
NB SB EB WB
6,258 6,682 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 6 7 13 110 135 245 00:15 1 2 3 112 121 23300:30 3 7 10 104 122 22600:45 3 13 3 19 6 32 116 442 113 491 229 93301:00 3 0 3 121 120 24101:15 3 0 3 116 131 24701:30 2 2 4 122 113 23501:45 2 10 0 2 2 12 121 480 94 458 215 93802:00 4 4 8 78 108 186 02:15 1 5 6 80 107 187 02:30 7 2 9 120 111 231 02:45 1 13 3 14 4 27 99 377 147 473 246 85003:00 1 4 5 101 109 210 03:15 4 2 6 78 113 191 03:30 2 2 4 124 110 234 03:45 4 11 7 15 11 26 126 429 101 433 227 86204:00 6 8 14 129 147 276 04:15 8 10 18 108 118 226 04:30 11 9 20 156 131 287 04:45 15 40 17 44 32 84 135 528 149 545 284 107305:00 24 17 41 191 199 390 05:15 25 31 56 116 186 302 05:30 38 38 76 117 170 287 05:45 39 126 71 157 110 283 89 513 139 694 228 120706:00 35 42 77 73 137 210 06:15 39 56 95 69 110 179 06:30 58 84 142 49 98 147 06:45 108 240 97 279 205 519 36 227 74 419 110 64607:00 115 99 214 32 54 86 07:15 136 113 249 37 59 96 07:30 169 134 303 33 47 80 07:45 160 580 147 493 307 1073 42 144 37 197 79 34108:00 169 142 311 29 36 65 08:15 151 134 285 39 43 82 08:30 138 127 265 22 23 45 08:45 162 620 162 565 324 1185 24 114 15 117 39 23109:00 150 124 274 20 24 44 09:15 108 79 187 23 22 45 09:30 100 72 172 25 11 36 09:45 96 454 103 378 199 832 16 84 11 68 27 15210:00 87 83 170 16 10 26 10:15 94 80 174 14 12 26 10:30 66 71 137 12 14 26 10:45 111 358 73 307 184 665 8 50 15 51 23 10111:00 69 89 158 16 12 28 11:15 94 94 188 12 9 21 11:30 91 130 221 7 8 15 11:45 111 365 115 428 226 793 5 40 6 35 11 75
TOTALS 2830 2701 5531 3428 3981 7409
SPLIT %51.2%48.8%42.7%46.3%53.7%57.3%
NB SB EB WB
6,258 6,682 0 0
AM Peak Hour 07:30 08:00 07:30 16:30 16:45 16:30
AM Pk Volume 649 565 1206 598 704 1263
Pk Hr Factor 0.960 0.872 0.969 0.783 0.884 0.810
7 - 9 Volume 1200 1058 0 0 2258 1041 1239 0 0 2280
7 - 9 Peak Hour 07:30 08:00 07:30 16:30 16:45 16:30
7 - 9 Pk Volume 649 565 0 0 1206 598 704 0 0 1263
Pk Hr Factor 0.960 0.872 0.000 0.000 0.969 0.783 0.884 0.000 0.000 0.810
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total12,940
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
College Blvd Bet. El Camino Real & Aston Ave
Thursday
5/9/2019
DAILY TOTALS Total12,940
Oct. 20, 2020 Item #4 Page 225 of 360
Project #:CA19_4201_010 City:Carlsbad
Location:Date:5/8/2019College Blvd Bet. El Camino Real & Aston
Prepared by NDS/ATD
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Oct. 20, 2020 Item #4 Page 226 of 360
Project #:CA19_4201_010 City:Carlsbad
Location:Date:5/9/2019
Prepared by NDS/ATD
College Blvd Bet. El Camino Real & Aston
0
100
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300
400
500
600
700
800
00
:
0
0
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Oct. 20, 2020 Item #4 Page 227 of 360
MIDBLOCK COUNT SUMMARY
Number: 15
Location: College Boulevard
Between Aston Avenue and Palomar Airport Road
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 228 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_011
NB SB EB WB
7,356 8,786 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 3 5 8 102 225 327 00:15 5 6 11 140 171 31100:30 4 6 10 106 160 26600:45 2 14 8 25 10 39 164 512 173 729 337 124101:00 3 2 5 138 152 29001:15 2 5 7 130 141 27101:30 4 7 11 113 126 23901:45 2 11 6 20 8 31 111 492 134 553 245 104502:00 6 6 12 109 168 277 02:15 2 5 7 113 156 269 02:30 3 4 7 108 219 327 02:45 3 14 6 21 9 35 89 419 221 764 310 118303:00 4 4 8 96 182 278 03:15 3 3 6 93 183 276 03:30 2 3 5 95 201 296 03:45 6 15 9 19 15 34 85 369 170 736 255 110504:00 4 4 8 104 219 323 04:15 9 18 27 91 222 313 04:30 18 12 30 113 236 349 04:45 27 58 20 54 47 112 91 399 224 901 315 130005:00 32 26 58 96 346 442 05:15 36 19 55 107 308 415 05:30 64 30 94 92 282 374 05:45 99 231 41 116 140 347 81 376 181 1117 262 149306:00 65 40 105 76 188 264 06:15 66 54 120 56 158 214 06:30 105 70 175 59 116 175 06:45 163 399 86 250 249 649 36 227 115 577 151 80407:00 148 60 208 29 77 106 07:15 159 94 253 30 63 93 07:30 264 108 372 26 41 67 07:45 295 866 132 394 427 1260 43 128 49 230 92 35808:00 313 116 429 37 60 97 08:15 275 113 388 44 40 84 08:30 238 109 347 30 39 69 08:45 258 1084 111 449 369 1533 31 142 25 164 56 30609:00 181 99 280 22 37 59 09:15 168 111 279 21 25 46 09:30 126 86 212 25 14 39 09:45 149 624 85 381 234 1005 21 89 14 90 35 17910:00 100 119 219 11 15 26 10:15 117 130 247 8 9 17 10:30 96 104 200 10 15 25 10:45 93 406 102 455 195 861 8 37 10 49 18 8611:00 92 123 215 14 16 30 11:15 103 144 247 8 8 16 11:30 117 155 272 6 13 19 11:45 100 412 230 652 330 1064 4 32 3 40 7 72
TOTALS 4134 2836 6970 3222 5950 9172
SPLIT %59.3%40.7%43.2%35.1%64.9%56.8%
NB SB EB WB
7,356 8,786 0 0
AM Peak Hour 07:30 11:45 07:30 12:15 16:45 16:45
AM Pk Volume 1147 786 1616 548 1160 1546
Pk Hr Factor 0.916 0.854 0.942 0.835 0.838 0.874
7 - 9 Volume 1950 843 0 0 2793 775 2018 0 0 2793
7 - 9 Peak Hour 07:30 07:45 07:30 16:30 16:45 16:45
7 - 9 Pk Volume 1147 470 0 0 1616 407 1160 0 0 1546
Pk Hr Factor 0.916 0.890 0.000 0.000 0.942 0.900 0.838 0.000 0.000 0.874
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
16:1516:30
14:0014:1514:30
5/8/2019
14:4515:00
DAILY TOTALS
PM Period
16:4517:0017:15
Wednesday
17:3017:45
15:1515:3015:4516:00
18:0018:1518:3018:4519:0019:15
College Blvd Bet. Aston Ave & Palomar Airport Rd
21:3021:4522:00
Total16,142
19:3019:4520:0020:15
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
TOTAL
23:45
TOTALS
Total16,142
DAILY TOTALS
21:0021:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Oct. 20, 2020 Item #4 Page 229 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_011
NB SB EB WB
7,181 8,230 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 4 7 11 127 203 330 00:15 3 5 8 120 150 27000:30 2 9 11 109 149 25800:45 4 13 3 24 7 37 150 506 135 637 285 114301:00 2 2 4 137 147 28401:15 4 0 4 157 149 30601:30 2 1 3 139 134 27301:45 2 10 2 5 4 15 128 561 125 555 253 111602:00 4 5 9 82 136 218 02:15 1 5 6 77 123 200 02:30 8 5 13 102 166 268 02:45 1 14 6 21 7 35 90 351 188 613 278 96403:00 1 4 5 112 170 282 03:15 8 2 10 66 169 235 03:30 2 3 5 98 169 267 03:45 9 20 7 16 16 36 104 380 169 677 273 105704:00 4 7 11 95 238 333 04:15 14 10 24 78 193 271 04:30 21 7 28 107 220 327 04:45 26 65 10 34 36 99 87 367 237 888 324 125505:00 37 15 52 117 329 446 05:15 33 25 58 90 294 384 05:30 63 26 89 97 241 338 05:45 79 212 37 103 116 315 81 385 218 1082 299 146706:00 67 34 101 74 176 250 06:15 77 46 123 55 161 216 06:30 101 56 157 50 137 187 06:45 164 409 73 209 237 618 36 215 95 569 131 78407:00 172 73 245 33 76 109 07:15 181 100 281 36 71 107 07:30 263 104 367 30 63 93 07:45 258 874 115 392 373 1266 41 140 49 259 90 39908:00 241 107 348 27 46 73 08:15 248 103 351 40 50 90 08:30 228 109 337 24 31 55 08:45 254 971 138 457 392 1428 18 109 23 150 41 25909:00 185 88 273 18 29 47 09:15 169 93 262 22 30 52 09:30 124 79 203 26 15 41 09:45 140 618 113 373 253 991 16 82 18 92 34 17410:00 110 90 200 15 14 29 10:15 114 88 202 14 11 25 10:30 85 94 179 10 20 30 10:45 110 419 88 360 198 779 8 47 14 59 22 10611:00 85 119 204 8 20 28 11:15 106 132 238 12 9 21 11:30 105 175 280 5 18 23 11:45 89 385 176 602 265 987 3 28 6 53 9 81
TOTALS 4010 2596 6606 3171 5634 8805
SPLIT %60.7%39.3%42.9%36.0%64.0%57.1%
NB SB EB WB
7,181 8,230 0 0
AM Peak Hour 07:30 11:30 07:30 12:45 16:45 16:45
AM Pk Volume 1010 704 1439 583 1101 1492
Pk Hr Factor 0.960 0.867 0.964 0.928 0.837 0.836
7 - 9 Volume 1845 849 0 0 2694 752 1970 0 0 2722
7 - 9 Peak Hour 07:30 08:00 07:30 16:30 16:45 16:45
7 - 9 Pk Volume 1010 457 0 0 1439 401 1101 0 0 1492
Pk Hr Factor 0.960 0.828 0.000 0.000 0.964 0.857 0.837 0.000 0.000 0.836
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total15,411
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
College Blvd Bet. Aston Ave & Palomar Airport Rd
Thursday
5/9/2019
DAILY TOTALS Total15,411
Oct. 20, 2020 Item #4 Page 230 of 360
Project #:CA19_4201_011 City:Carlsbad
Location:Date:5/8/2019College Blvd Bet. Aston Ave & Palomar
Prepared by NDS/ATD
0
200
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Oct. 20, 2020 Item #4 Page 231 of 360
Project #:CA19_4201_011 City:Carlsbad
Location:Date:5/9/2019
Prepared by NDS/ATD
College Blvd Bet. Aston Ave & Palomar
0
200
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1200
00
:
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:
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:
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 232 of 360
MIDBLOCK COUNT SUMMARY
Number: 16
Location: Aviara Parkway
Between Palomar Airport Road and Poinsettia Lane
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 233 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_012
NB SB EB WB
6,879 6,337 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 3 5 8 85 100 185 00:15 1 4 5 84 107 19100:30 4 2 6 67 95 16200:45 1 9 4 15 5 24 107 343 110 412 217 75501:00 4 1 5 120 90 21001:15 2 4 6 98 88 18601:30 0 2 2 109 94 20301:45 3 9 2 9 5 18 107 434 118 390 225 82402:00 1 6 7 97 92 189 02:15 2 2 4 116 122 238 02:30 3 2 5 116 122 238 02:45 2 8 2 12 4 20 146 475 149 485 295 96003:00 2 1 3 100 143 243 03:15 1 4 5 118 99 217 03:30 8 0 8 114 136 250 03:45 2 13 1 6 3 19 99 431 148 526 247 95704:00 5 2 7 112 138 250 04:15 8 2 10 118 156 274 04:30 10 3 13 119 174 293 04:45 8 31 4 11 12 42 87 436 197 665 284 110105:00 23 6 29 103 224 327 05:15 31 16 47 95 217 312 05:30 34 5 39 116 204 320 05:45 44 132 14 41 58 173 113 427 172 817 285 124406:00 41 21 62 85 164 249 06:15 40 27 67 80 146 226 06:30 78 41 119 72 125 197 06:45 107 266 53 142 160 408 56 293 107 542 163 83507:00 105 65 170 42 82 124 07:15 141 98 239 40 77 117 07:30 205 81 286 36 76 112 07:45 286 737 80 324 366 1061 42 160 70 305 112 46508:00 266 74 340 44 59 103 08:15 284 69 353 53 53 106 08:30 221 77 298 43 62 105 08:45 202 973 69 289 271 1262 36 176 60 234 96 41009:00 151 72 223 33 45 78 09:15 135 63 198 42 37 79 09:30 147 60 207 27 19 46 09:45 139 572 62 257 201 829 26 128 33 134 59 26210:00 105 63 168 10 19 29 10:15 108 70 178 11 14 25 10:30 83 65 148 10 13 23 10:45 90 386 62 260 152 646 12 43 6 52 18 9511:00 85 81 166 11 19 30 11:15 87 72 159 11 8 19 11:30 94 98 192 7 6 13 11:45 95 361 121 372 216 733 7 36 4 37 11 73
TOTALS 3497 1738 5235 3382 4599 7981
SPLIT %66.8%33.2%39.6%42.4%57.6%60.4%
NB SB EB WB
6,879 6,337 0 0
AM Peak Hour 07:45 11:30 07:45 14:30 16:45 17:00
AM Pk Volume 1057 426 1357 480 842 1244
Pk Hr Factor 0.924 0.880 0.927 0.822 0.940 0.951
7 - 9 Volume 1710 613 0 0 2323 863 1482 0 0 2345
7 - 9 Peak Hour 07:45 07:15 07:45 16:00 16:45 17:00
7 - 9 Pk Volume 1057 333 0 0 1357 436 842 0 0 1244
Pk Hr Factor 0.924 0.849 0.000 0.000 0.927 0.916 0.940 0.000 0.000 0.951
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
16:1516:30
14:0014:1514:30
5/8/2019
14:4515:00
DAILY TOTALS
PM Period
16:4517:0017:15
Wednesday
17:3017:45
15:1515:3015:4516:00
18:0018:1518:3018:4519:0019:15
Aviara Pkwy Bet. Palomar Airport Rd & Poinsettia Ln
21:3021:4522:00
Total13,216
19:3019:4520:0020:15
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
TOTAL
23:45
TOTALS
Total13,216
DAILY TOTALS
21:0021:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Oct. 20, 2020 Item #4 Page 234 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_012
NB SB EB WB
6,809 6,500 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 5 4 9 117 105 222 00:15 3 5 8 109 102 21100:30 2 4 6 85 90 17500:45 4 14 4 17 8 31 139 450 103 400 242 85001:00 0 2 2 102 120 22201:15 5 3 8 125 129 25401:30 2 2 4 131 109 24001:45 2 9 2 9 4 18 130 488 95 453 225 94102:00 1 2 3 110 95 205 02:15 2 2 4 89 97 186 02:30 2 0 2 110 105 215 02:45 2 7 2 6 4 13 95 404 135 432 230 83603:00 2 1 3 103 123 226 03:15 5 2 7 110 147 257 03:30 5 2 7 110 153 263 03:45 5 17 0 5 5 22 104 427 143 566 247 99304:00 4 8 12 103 179 282 04:15 8 5 13 89 175 264 04:30 9 4 13 111 168 279 04:45 13 34 9 26 22 60 94 397 171 693 265 109005:00 25 8 33 94 230 324 05:15 25 11 36 102 230 332 05:30 30 8 38 114 184 298 05:45 40 120 15 42 55 162 102 412 172 816 274 122806:00 38 18 56 97 159 256 06:15 59 27 86 71 132 203 06:30 76 41 117 49 109 158 06:45 129 302 41 127 170 429 66 283 109 509 175 79207:00 155 65 220 39 80 119 07:15 136 103 239 41 86 127 07:30 192 105 297 48 73 121 07:45 255 738 77 350 332 1088 40 168 63 302 103 47008:00 230 97 327 40 65 105 08:15 234 74 308 32 67 99 08:30 214 96 310 16 51 67 08:45 211 889 96 363 307 1252 36 124 43 226 79 35009:00 178 72 250 18 38 56 09:15 143 60 203 25 44 69 09:30 119 60 179 23 35 58 09:45 129 569 55 247 184 816 15 81 21 138 36 21910:00 119 67 186 20 24 44 10:15 120 72 192 11 14 25 10:30 86 75 161 13 14 27 10:45 129 454 70 284 199 738 16 60 16 68 32 12811:00 86 74 160 9 16 25 11:15 84 86 170 10 10 20 11:30 82 108 190 2 9 11 11:45 83 335 113 381 196 716 6 27 5 40 11 67
TOTALS 3488 1857 5345 3321 4643 7964
SPLIT %65.3%34.7%40.2%41.7%58.3%59.8%
NB SB EB WB
6,809 6,500 0 0
AM Peak Hour 07:45 11:30 07:45 12:45 17:00 17:00
AM Pk Volume 933 428 1277 497 816 1228
Pk Hr Factor 0.915 0.947 0.962 0.894 0.887 0.925
7 - 9 Volume 1627 713 0 0 2340 809 1509 0 0 2318
7 - 9 Peak Hour 07:45 07:15 07:45 17:00 17:00 17:00
7 - 9 Pk Volume 933 382 0 0 1277 412 816 0 0 1228
Pk Hr Factor 0.915 0.910 0.000 0.000 0.962 0.904 0.887 0.000 0.000 0.925
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total13,309
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
Aviara Pkwy Bet. Palomar Airport Rd & Poinsettia Ln
Thursday
5/9/2019
DAILY TOTALS Total13,309
Oct. 20, 2020 Item #4 Page 235 of 360
Project #:CA19_4201_012 City:Carlsbad
Location:Date:5/8/2019Aviara Pkwy Bet. Palomar Airport Rd &
Prepared by NDS/ATD
0
200
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00
:
0
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:
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:
0
0
14
:
0
0
15
:
0
0
16
:
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17
:
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0
18
:
0
0
19
:
0
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20
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21
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0
Ve
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 236 of 360
Project #:CA19_4201_012 City:Carlsbad
Location:Date:5/9/2019
Prepared by NDS/ATD
Aviara Pkwy Bet. Palomar Airport Rd &
0
100
200
300
400
500
600
700
800
900
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00
:
0
0
01
:
0
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:
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10
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0
0
12
:
0
0
13
:
0
0
14
:
0
0
15
:
0
0
16
:
0
0
17
:
0
0
18
:
0
0
19
:
0
0
20
:
0
0
21
:
0
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23
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0
Ve
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 237 of 360
MIDBLOCK COUNT SUMMARY
Number:
Location:
Contents:
17
Melrose Drive
Between City Limits and Palomar Airport Road
15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 238 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_013
NB SB EB WB
15,573 16,868 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 22 9 31 233 232 465 00:15 7 5 12 232 227 45900:30 14 11 25 205 274 47900:45 23 66 9 34 32 100 229 899 227 960 456 185901:00 24 7 31 235 206 44101:15 18 5 23 235 194 42901:30 13 5 18 242 252 49401:45 3 58 6 23 9 81 226 938 209 861 435 179902:00 6 1 7 244 206 450 02:15 10 2 12 264 254 518 02:30 3 9 12 319 239 558 02:45 5 24 11 23 16 47 303 1130 241 940 544 207003:00 2 7 9 287 251 538 03:15 4 12 16 304 239 543 03:30 8 32 40 319 262 581 03:45 12 26 51 102 63 128 327 1237 244 996 571 223304:00 12 23 35 372 265 637 04:15 15 36 51 407 300 707 04:30 14 64 78 386 297 683 04:45 26 67 95 218 121 285 382 1547 279 1141 661 268805:00 28 83 111 409 322 731 05:15 47 96 143 446 292 738 05:30 57 188 245 435 252 687 05:45 88 220 253 620 341 840 373 1663 223 1089 596 275206:00 79 186 265 338 248 586 06:15 77 270 347 301 209 510 06:30 117 366 483 283 182 465 06:45 175 448 428 1250 603 1698 210 1132 159 798 369 193007:00 156 442 598 207 161 368 07:15 191 465 656 195 118 313 07:30 230 514 744 191 133 324 07:45 252 829 490 1911 742 2740 175 768 95 507 270 127508:00 286 421 707 146 89 235 08:15 284 455 739 142 92 234 08:30 253 456 709 128 75 203 08:45 230 1053 372 1704 602 2757 124 540 70 326 194 86609:00 214 298 512 117 62 179 09:15 185 295 480 107 50 157 09:30 166 275 441 89 72 161 09:45 150 715 259 1127 409 1842 85 398 45 229 130 62710:00 158 220 378 76 43 119 10:15 174 228 402 65 39 104 10:30 167 212 379 66 36 102 10:45 163 662 224 884 387 1546 61 268 30 148 91 41611:00 177 215 392 46 21 67 11:15 198 235 433 37 25 62 11:30 184 251 435 26 15 41 11:45 194 753 200 901 394 1654 23 132 15 76 38 208
TOTALS 4921 8797 13718 10652 8071 18723
SPLIT %35.9%64.1%42.3%56.9%43.1%57.7%
NB SB EB WB
15,573 16,868 0 0
AM Peak Hour 07:45 07:00 07:30 16:45 16:15 16:45
AM Pk Volume 1075 1911 2932 1672 1198 2817
Pk Hr Factor 0.940 0.929 0.985 0.937 0.930 0.954
7 - 9 Volume 1882 3615 0 0 5497 3210 2230 0 0 5440
7 - 9 Peak Hour 07:45 07:00 07:30 16:45 16:15 16:45
7 - 9 Pk Volume 1075 1911 0 0 2932 1672 1198 0 0 2817
Pk Hr Factor 0.940 0.929 0.000 0.000 0.985 0.937 0.930 0.000 0.000 0.954
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
16:1516:30
14:0014:1514:30
5/1/2019
14:4515:00
DAILY TOTALS
PM Period
16:4517:0017:15
Wednesday
17:3017:45
15:1515:3015:4516:00
18:0018:1518:3018:4519:0019:15
Melrose Dr Bet. City Limits & Palomar Airport Rd
21:3021:4522:00
Total32,441
19:3019:4520:0020:15
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
TOTAL
23:45
TOTALS
Total32,441
DAILY TOTALS
21:0021:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Oct. 20, 2020 Item #4 Page 239 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_013
NB SB EB WB
15,590 16,915 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 17 12 29 212 238 450 00:15 22 10 32 231 234 46500:30 16 11 27 232 249 48100:45 10 65 10 43 20 108 240 915 213 934 453 184901:00 23 4 27 223 249 47201:15 15 6 21 233 223 45601:30 5 4 9 253 261 51401:45 8 51 9 23 17 74 265 974 210 943 475 191702:00 11 3 14 229 246 475 02:15 3 9 12 253 227 480 02:30 6 8 14 257 252 509 02:45 6 26 2 22 8 48 297 1036 249 974 546 201003:00 4 7 11 271 249 520 03:15 8 7 15 335 249 584 03:30 7 20 27 354 295 649 03:45 14 33 50 84 64 117 358 1318 237 1030 595 234804:00 10 28 38 348 259 607 04:15 10 38 48 383 260 643 04:30 14 64 78 425 283 708 04:45 23 57 98 228 121 285 412 1568 292 1094 704 266205:00 40 91 131 418 312 730 05:15 41 104 145 401 302 703 05:30 43 200 243 429 271 700 05:45 89 213 249 644 338 857 352 1600 250 1135 602 273506:00 83 189 272 325 214 539 06:15 79 270 349 329 184 513 06:30 113 388 501 242 169 411 06:45 179 454 426 1273 605 1727 259 1155 157 724 416 187907:00 162 446 608 203 146 349 07:15 207 474 681 200 130 330 07:30 227 493 720 156 129 285 07:45 247 843 480 1893 727 2736 156 715 83 488 239 120308:00 270 470 740 146 79 225 08:15 253 454 707 141 91 232 08:30 221 403 624 112 73 185 08:45 231 975 360 1687 591 2662 147 546 76 319 223 86509:00 211 317 528 122 74 196 09:15 158 243 401 100 44 144 09:30 170 266 436 103 73 176 09:45 179 718 254 1080 433 1798 87 412 52 243 139 65510:00 149 209 358 74 40 114 10:15 154 219 373 69 39 108 10:30 197 235 432 73 36 109 10:45 183 683 223 886 406 1569 79 295 42 157 121 45211:00 164 216 380 58 25 83 11:15 197 208 405 56 19 75 11:30 185 249 434 35 21 56 11:45 213 759 259 932 472 1691 30 179 14 79 44 258
TOTALS 4877 8795 13672 10713 8120 18833
SPLIT %35.7%64.3%42.1%56.9%43.1%57.9%
NB SB EB WB
15,590 16,915 0 0
AM Peak Hour 07:30 07:15 07:30 16:45 16:30 16:30
AM Pk Volume 997 1917 2894 1660 1189 2845
Pk Hr Factor 0.923 0.972 0.978 0.967 0.953 0.974
7 - 9 Volume 1818 3580 0 0 5398 3168 2229 0 0 5397
7 - 9 Peak Hour 07:30 07:15 07:30 16:45 16:30 16:30
7 - 9 Pk Volume 997 1917 0 0 2894 1660 1189 0 0 2845
Pk Hr Factor 0.923 0.972 0.000 0.000 0.978 0.967 0.953 0.000 0.000 0.974
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total32,505
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
Melrose Dr Bet. City Limits & Palomar Airport Rd
Thursday
5/2/2019
DAILY TOTALS Total32,505
Oct. 20, 2020 Item #4 Page 240 of 360
Project #:CA19_4201_013 City:Carlsbad
Location:Date:5/1/2019Melrose Dr Bet. City Limits & Palomar
Prepared by NDS/ATD
0
500
1000
1500
2000
2500
00
:
0
0
01
:
0
0
02
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03
:
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:
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Ve
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Oct. 20, 2020 Item #4 Page 241 of 360
Project #:CA19_4201_013 City:Carlsbad
Location:Date:5/2/2019
Prepared by NDS/ATD
Melrose Dr Bet. City Limits & Palomar
0
200
400
600
800
1000
1200
1400
1600
1800
2000
00
:
0
0
01
:
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:
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21
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23
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Ve
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Oct. 20, 2020 Item #4 Page 242 of 360
MIDBLOCK COUNT SUMMARY
Number: 18
Location: Melrose Drive
Between Palomar Airport Road and Poinsettia Ln
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 243 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_014
NB SB EB WB
14,345 13,012 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 7 13 20 210 147 357 00:15 4 5 9 162 154 31600:30 8 11 19 173 162 33500:45 6 25 4 33 10 58 187 732 173 636 360 136801:00 4 8 12 164 152 31601:15 5 2 7 189 170 35901:30 6 3 9 220 198 41801:45 1 16 5 18 6 34 197 770 186 706 383 147602:00 1 2 3 187 197 384 02:15 3 2 5 280 190 470 02:30 2 7 9 293 205 498 02:45 5 11 2 13 7 24 249 1009 205 797 454 180603:00 1 3 4 251 230 481 03:15 4 3 7 247 261 508 03:30 7 15 22 285 223 508 03:45 13 25 5 26 18 51 303 1086 210 924 513 201004:00 10 8 18 311 285 596 04:15 9 5 14 344 280 624 04:30 11 18 29 306 294 600 04:45 22 52 20 51 42 103 355 1316 274 1133 629 244905:00 21 30 51 325 317 642 05:15 34 44 78 350 313 663 05:30 49 83 132 314 293 607 05:45 88 192 103 260 191 452 319 1308 226 1149 545 245706:00 65 99 164 252 241 493 06:15 98 144 242 220 260 480 06:30 132 239 371 217 205 422 06:45 227 522 279 761 506 1283 189 878 157 863 346 174107:00 223 313 536 156 172 328 07:15 302 312 614 136 138 274 07:30 378 315 693 152 130 282 07:45 412 1315 362 1302 774 2617 141 585 109 549 250 113408:00 430 316 746 103 117 220 08:15 410 317 727 92 124 216 08:30 343 268 611 86 97 183 08:45 330 1513 205 1106 535 2619 91 372 88 426 179 79809:00 233 176 409 65 78 143 09:15 224 198 422 58 49 107 09:30 208 141 349 53 58 111 09:45 204 869 138 653 342 1522 41 217 50 235 91 45210:00 160 140 300 34 37 71 10:15 182 170 352 29 37 66 10:30 173 150 323 27 33 60 10:45 150 665 146 606 296 1271 32 122 25 132 57 25411:00 182 139 321 16 19 35 11:15 141 133 274 20 17 37 11:30 182 142 324 17 15 32 11:45 177 682 156 570 333 1252 10 63 12 63 22 126
TOTALS 5887 5399 11286 8458 7613 16071
SPLIT %52.2%47.8%41.3%52.6%47.4%58.7%
NB SB EB WB
14,345 13,012 0 0
AM Peak Hour 07:30 07:30 07:30 16:45 16:30 16:45
AM Pk Volume 1630 1310 2940 1344 1198 2541
Pk Hr Factor 0.948 0.905 0.950 0.946 0.945 0.958
7 - 9 Volume 2828 2408 0 0 5236 2624 2282 0 0 4906
7 - 9 Peak Hour 07:30 07:30 07:30 16:45 16:30 16:45
7 - 9 Pk Volume 1630 1310 0 0 2940 1344 1198 0 0 2541
Pk Hr Factor 0.948 0.905 0.000 0.000 0.950 0.946 0.945 0.000 0.000 0.958
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
16:1516:30
14:0014:1514:30
5/1/2019
14:4515:00
DAILY TOTALS
PM Period
16:4517:0017:15
Wednesday
17:3017:45
15:1515:3015:4516:00
18:0018:1518:3018:4519:0019:15
Melrose Dr Bet. Palomar Airport Rd & Poinsettia Ln
21:3021:4522:00
Total27,357
19:3019:4520:0020:15
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
TOTAL
23:45
TOTALS
Total27,357
DAILY TOTALS
21:0021:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Oct. 20, 2020 Item #4 Page 244 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_014
NB SB EB WB
14,921 13,479 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 7 11 18 196 186 382 00:15 18 11 29 183 160 34300:30 9 9 18 159 178 33700:45 3 37 8 39 11 76 198 736 153 677 351 141301:00 6 7 13 223 145 36801:15 2 8 10 175 182 35701:30 1 2 3 207 201 40801:45 5 14 7 24 12 38 198 803 201 729 399 153202:00 6 4 10 196 211 407 02:15 2 4 6 203 191 394 02:30 7 1 8 258 202 460 02:45 1 16 2 11 3 27 272 929 248 852 520 178103:00 2 2 4 253 276 529 03:15 6 3 9 348 259 607 03:30 3 11 14 393 269 662 03:45 13 24 10 26 23 50 321 1315 233 1037 554 235204:00 7 8 15 302 257 559 04:15 5 10 15 335 254 589 04:30 15 20 35 359 286 645 04:45 21 48 24 62 45 110 325 1321 324 1121 649 244205:00 16 29 45 366 330 696 05:15 30 36 66 348 324 672 05:30 47 96 143 347 317 664 05:45 75 168 130 291 205 459 294 1355 260 1231 554 258606:00 77 121 198 275 224 499 06:15 106 179 285 236 208 444 06:30 147 228 375 216 183 399 06:45 242 572 274 802 516 1374 207 934 158 773 365 170707:00 259 261 520 132 163 295 07:15 347 329 676 162 156 318 07:30 396 357 753 135 144 279 07:45 401 1403 319 1266 720 2669 131 560 117 580 248 114008:00 449 338 787 117 113 230 08:15 378 338 716 90 97 187 08:30 353 279 632 83 96 179 08:45 350 1530 197 1152 547 2682 111 401 94 400 205 80109:00 225 188 413 85 79 164 09:15 214 166 380 74 75 149 09:30 196 150 346 75 62 137 09:45 216 851 136 640 352 1491 52 286 50 266 102 55210:00 167 132 299 47 51 98 10:15 186 170 356 39 44 83 10:30 165 175 340 24 26 50 10:45 145 663 128 605 273 1268 44 154 46 167 90 32111:00 174 150 324 28 23 51 11:15 171 154 325 29 23 52 11:30 173 174 347 20 15 35 11:45 189 707 169 647 358 1354 17 94 20 81 37 175
TOTALS 6033 5565 11598 8888 7914 16802
SPLIT %52.0%48.0%40.8%52.9%47.1%59.2%
NB SB EB WB
14,921 13,479 0 0
AM Peak Hour 07:30 07:30 07:30 16:30 16:45 16:45
AM Pk Volume 1624 1352 2976 1398 1295 2681
Pk Hr Factor 0.904 0.947 0.945 0.955 0.981 0.963
7 - 9 Volume 2933 2418 0 0 5351 2676 2352 0 0 5028
7 - 9 Peak Hour 07:30 07:30 07:30 16:30 16:45 16:45
7 - 9 Pk Volume 1624 1352 0 0 2976 1398 1295 0 0 2681
Pk Hr Factor 0.904 0.947 0.000 0.000 0.945 0.955 0.981 0.000 0.000 0.963
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total28,400
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
Melrose Dr Bet. Palomar Airport Rd & Poinsettia Ln
Thursday
5/2/2019
DAILY TOTALS Total28,400
Oct. 20, 2020 Item #4 Page 245 of 360
Project #:CA19_4201_014 City:Carlsbad
Location:Date:5/1/2019Melrose Dr Bet. Palomar Airport Rd &
Prepared by NDS/ATD
0
200
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1000
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1400
1600
00
:
0
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:
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Oct. 20, 2020 Item #4 Page 246 of 360
Project #:CA19_4201_014 City:Carlsbad
Location:Date:5/2/2019
Prepared by NDS/ATD
Melrose Dr Bet. Palomar Airport Rd &
0
200
400
600
800
1000
1200
1400
1600
1800
00
:
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:
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Oct. 20, 2020 Item #4 Page 247 of 360
MIDBLOCK COUNT SUMMARY
Number: 19
Location: Melrose Drive
Between Poinsettia Ln and Rancho Santa Fe Road
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 248 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_015
NB SB EB WB
10,340 10,283 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 2 9 11 139 124 263 00:15 3 5 8 107 113 22000:30 7 8 15 124 140 26400:45 6 18 4 26 10 44 143 513 135 512 278 102501:00 4 4 8 139 112 25101:15 5 1 6 128 154 28201:30 3 2 5 209 142 35101:45 1 13 4 11 5 24 177 653 145 553 322 120602:00 1 2 3 178 120 298 02:15 1 1 2 152 223 375 02:30 2 4 6 200 182 382 02:45 4 8 3 10 7 18 164 694 179 704 343 139803:00 2 3 5 180 172 352 03:15 2 3 5 171 223 394 03:30 3 10 13 267 199 466 03:45 10 17 6 22 16 39 191 809 239 833 430 164204:00 6 4 10 232 246 478 04:15 6 5 11 224 246 470 04:30 12 10 22 252 236 488 04:45 12 36 14 33 26 69 236 944 245 973 481 191705:00 17 15 32 226 288 514 05:15 27 29 56 229 294 523 05:30 41 49 90 179 258 437 05:45 64 149 75 168 139 317 197 831 213 1053 410 188406:00 39 67 106 177 186 363 06:15 69 82 151 140 223 363 06:30 79 141 220 140 179 319 06:45 154 341 174 464 328 805 133 590 132 720 265 131007:00 148 188 336 106 168 274 07:15 223 186 409 98 126 224 07:30 287 212 499 96 121 217 07:45 392 1050 224 810 616 1860 76 376 84 499 160 87508:00 353 211 564 69 97 166 08:15 346 198 544 57 103 160 08:30 289 201 490 52 72 124 08:45 205 1193 178 788 383 1981 47 225 73 345 120 57009:00 189 134 323 48 57 105 09:15 157 140 297 32 44 76 09:30 147 109 256 46 44 90 09:45 131 624 112 495 243 1119 26 152 32 177 58 32910:00 109 99 208 20 27 47 10:15 128 124 252 23 34 57 10:30 121 109 230 16 25 41 10:45 124 482 125 457 249 939 24 83 30 116 54 19911:00 116 125 241 12 11 23 11:15 111 117 228 14 12 26 11:30 159 108 267 14 13 27 11:45 103 489 118 468 221 957 10 50 10 46 20 96
TOTALS 4420 3752 8172 5920 6531 12451
SPLIT %54.1%45.9%39.6%47.5%52.5%60.4%
NB SB EB WB
10,340 10,283 0 0
AM Peak Hour 07:45 07:30 07:30 16:00 16:45 16:30
AM Pk Volume 1380 845 2223 944 1085 2006
Pk Hr Factor 0.880 0.943 0.902 0.937 0.923 0.959
7 - 9 Volume 2243 1598 0 0 3841 1775 2026 0 0 3801
7 - 9 Peak Hour 07:45 07:30 07:30 16:00 16:45 16:30
7 - 9 Pk Volume 1380 845 0 0 2223 944 1085 0 0 2006
Pk Hr Factor 0.880 0.943 0.000 0.000 0.902 0.937 0.923 0.000 0.000 0.959
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
16:1516:30
14:0014:1514:30
5/1/2019
14:4515:00
DAILY TOTALS
PM Period
16:4517:0017:15
Wednesday
17:3017:45
15:1515:3015:4516:00
18:0018:1518:3018:4519:0019:15
Melrose Dr Bet. Poinsettia Ln & S Rancho Santa Fe Rd
21:3021:4522:00
Total20,623
19:3019:4520:0020:15
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
TOTAL
23:45
TOTALS
Total20,623
DAILY TOTALS
21:0021:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Oct. 20, 2020 Item #4 Page 249 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_015
NB SB EB WB
10,379 10,234 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 7 10 17 137 148 285 00:15 9 9 18 116 143 25900:30 4 8 12 134 147 28100:45 2 22 5 32 7 54 137 524 133 571 270 109501:00 2 7 9 149 113 26201:15 2 6 8 117 152 26901:30 1 2 3 135 145 28001:45 1 6 3 18 4 24 129 530 161 571 290 110102:00 2 1 3 136 178 314 02:15 3 4 7 144 148 292 02:30 4 6 10 259 144 403 02:45 3 12 1 12 4 24 207 746 162 632 369 137803:00 2 3 5 214 183 397 03:15 3 3 6 236 279 515 03:30 5 5 10 236 196 432 03:45 7 17 10 21 17 38 207 893 229 887 436 178004:00 4 6 10 206 193 399 04:15 3 9 12 220 244 464 04:30 12 7 19 243 231 474 04:45 12 31 16 38 28 69 198 867 236 904 434 177105:00 16 16 32 236 252 488 05:15 23 25 48 229 289 518 05:30 37 56 93 252 268 520 05:45 52 128 94 191 146 319 233 950 199 1008 432 195806:00 37 70 107 155 199 354 06:15 76 98 174 167 183 350 06:30 77 145 222 146 136 282 06:45 134 324 150 463 284 787 131 599 143 661 274 126007:00 167 194 361 99 120 219 07:15 227 220 447 125 108 233 07:30 278 221 499 93 126 219 07:45 363 1035 179 814 542 1849 71 388 87 441 158 82908:00 371 216 587 83 83 166 08:15 297 228 525 57 77 134 08:30 264 223 487 56 74 130 08:45 212 1144 169 836 381 1980 67 263 70 304 137 56709:00 185 132 317 38 68 106 09:15 130 104 234 61 65 126 09:30 138 107 245 43 52 95 09:45 138 591 87 430 225 1021 25 167 42 227 67 39410:00 121 100 221 29 40 69 10:15 119 123 242 23 37 60 10:30 106 121 227 20 25 45 10:45 102 448 119 463 221 911 30 102 37 139 67 24111:00 136 104 240 15 23 38 11:15 131 117 248 18 14 32 11:30 128 125 253 24 21 45 11:45 130 525 154 500 284 1025 10 67 13 71 23 138
TOTALS 4283 3818 8101 6096 6416 12512
SPLIT %52.9%47.1%39.3%48.7%51.3%60.7%
NB SB EB WB
10,379 10,234 0 0
AM Peak Hour 07:30 07:45 07:30 17:00 16:45 16:45
AM Pk Volume 1309 846 2153 950 1045 1960
Pk Hr Factor 0.882 0.928 0.917 0.942 0.904 0.942
7 - 9 Volume 2179 1650 0 0 3829 1817 1912 0 0 3729
7 - 9 Peak Hour 07:30 07:45 07:30 17:00 16:45 16:45
7 - 9 Pk Volume 1309 846 0 0 2153 950 1045 0 0 1960
Pk Hr Factor 0.882 0.928 0.000 0.000 0.917 0.942 0.904 0.000 0.000 0.942
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total20,613
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
Melrose Dr Bet. Poinsettia Ln & S Rancho Santa Fe Rd
Thursday
5/2/2019
DAILY TOTALS Total20,613
Oct. 20, 2020 Item #4 Page 250 of 360
Project #:CA19_4201_015 City:Carlsbad
Location:Date:5/1/2019Melrose Dr Bet. Poinsettia Ln & S Rancho
Prepared by NDS/ATD
0
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1400
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Oct. 20, 2020 Item #4 Page 251 of 360
Project #:CA19_4201_015 City:Carlsbad
Location:Date:5/2/2019
Prepared by NDS/ATD
Melrose Dr Bet. Poinsettia Ln & S Rancho
0
200
400
600
800
1000
1200
1400
00
:
0
0
01
:
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:
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Oct. 20, 2020 Item #4 Page 252 of 360
MIDBLOCK COUNT SUMMARY
Number: 20
Location: Rancho Santa Fe
Between City Limits and Camino Junipero
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 253 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_016
NB SB EB WB
24,514 26,011 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 38 19 57 354 299 653 00:15 32 14 46 322 309 63100:30 24 13 37 322 385 70700:45 21 115 12 58 33 173 356 1354 313 1306 669 266001:00 21 9 30 313 282 59501:15 10 19 29 372 325 69701:30 8 10 18 376 334 71001:45 8 47 10 48 18 95 398 1459 351 1292 749 275102:00 5 5 10 319 347 666 02:15 6 3 9 430 333 763 02:30 5 9 14 397 399 796 02:45 10 26 7 24 17 50 525 1671 355 1434 880 310503:00 11 8 19 582 329 911 03:15 4 19 23 470 379 849 03:30 8 23 31 599 385 984 03:45 8 31 33 83 41 114 594 2245 401 1494 995 373904:00 11 34 45 687 350 1037 04:15 9 48 57 581 374 955 04:30 22 60 82 625 424 1049 04:45 15 57 89 231 104 288 661 2554 418 1566 1079 412005:00 25 97 122 666 442 1108 05:15 38 114 152 638 413 1051 05:30 70 187 257 628 431 1059 05:45 80 213 279 677 359 890 619 2551 387 1673 1006 422406:00 76 348 424 533 366 899 06:15 105 449 554 573 352 925 06:30 171 581 752 453 312 765 06:45 188 540 653 2031 841 2571 408 1967 275 1305 683 327207:00 188 823 1011 315 283 598 07:15 248 736 984 389 272 661 07:30 302 784 1086 342 208 550 07:45 323 1061 740 3083 1063 4144 299 1345 184 947 483 229208:00 324 727 1051 339 180 519 08:15 327 617 944 290 195 485 08:30 342 711 1053 263 155 418 08:45 321 1314 601 2656 922 3970 222 1114 129 659 351 177309:00 284 487 771 250 112 362 09:15 254 497 751 176 100 276 09:30 283 451 734 196 103 299 09:45 293 1114 431 1866 724 2980 157 779 83 398 240 117710:00 283 366 649 154 89 243 10:15 284 363 647 127 58 185 10:30 300 328 628 104 60 164 10:45 276 1143 393 1450 669 2593 59 444 52 259 111 70311:00 283 351 634 79 43 122 11:15 278 365 643 47 21 68 11:30 304 349 653 35 21 56 11:45 307 1172 302 1367 609 2539 37 198 19 104 56 302
TOTALS 6833 13574 20407 17681 12437 30118
SPLIT %33.5%66.5%40.4%58.7%41.3%59.6%
NB SB EB WB
24,514 26,011 0 0
AM Peak Hour 07:45 07:00 07:15 16:45 16:45 16:45
AM Pk Volume 1316 3083 4184 2593 1704 4297
Pk Hr Factor 0.962 0.937 0.963 0.973 0.964 0.970
7 - 9 Volume 2375 5739 0 0 8114 5105 3239 0 0 8344
7 - 9 Peak Hour 07:45 07:00 07:15 16:45 16:45 16:45
7 - 9 Pk Volume 1316 3083 0 0 4184 2593 1704 0 0 4297
Pk Hr Factor 0.962 0.937 0.000 0.000 0.963 0.973 0.964 0.000 0.000 0.970
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
16:1516:30
14:0014:1514:30
5/1/2019
14:4515:00
DAILY TOTALS
PM Period
16:4517:0017:15
Wednesday
17:3017:45
15:1515:3015:4516:00
18:0018:1518:3018:4519:0019:15
Rancho Santa Fe Rd Bet. City Limits & Camino Junipero
21:3021:4522:00
Total50,525
19:3019:4520:0020:15
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
TOTAL
23:45
TOTALS
Total50,525
DAILY TOTALS
21:0021:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Oct. 20, 2020 Item #4 Page 254 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_016
NB SB EB WB
24,472 26,292 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 33 17 50 306 349 655 00:15 35 13 48 324 335 65900:30 28 17 45 348 340 68800:45 19 115 9 56 28 171 352 1330 361 1385 713 271501:00 16 15 31 314 287 60101:15 7 9 16 393 344 73701:30 10 10 20 390 333 72301:45 6 39 5 39 11 78 374 1471 333 1297 707 276802:00 9 10 19 390 344 734 02:15 6 6 12 426 343 769 02:30 7 8 15 444 350 794 02:45 9 31 3 27 12 58 492 1752 378 1415 870 316703:00 6 5 11 580 352 932 03:15 7 14 21 563 390 953 03:30 6 27 33 499 350 849 03:45 5 24 32 78 37 102 544 2186 411 1503 955 368904:00 9 43 52 594 364 958 04:15 8 38 46 643 402 1045 04:30 14 53 67 603 384 987 04:45 16 47 99 233 115 280 597 2437 432 1582 1029 401905:00 20 103 123 650 402 1052 05:15 44 125 169 628 402 1030 05:30 65 189 254 645 445 1090 05:45 65 194 317 734 382 928 585 2508 374 1623 959 413106:00 86 306 392 547 349 896 06:15 93 478 571 555 356 911 06:30 158 636 794 453 310 763 06:45 196 533 662 2082 858 2615 434 1989 296 1311 730 330007:00 209 820 1029 398 283 681 07:15 242 779 1021 342 265 607 07:30 318 819 1137 351 189 540 07:45 326 1095 738 3156 1064 4251 314 1405 209 946 523 235108:00 324 683 1007 328 171 499 08:15 335 632 967 270 201 471 08:30 338 765 1103 246 156 402 08:45 324 1321 640 2720 964 4041 226 1070 168 696 394 176609:00 279 469 748 229 126 355 09:15 287 452 739 210 114 324 09:30 276 428 704 157 114 271 09:45 286 1128 348 1697 634 2825 155 751 96 450 251 120110:00 285 340 625 150 77 227 10:15 300 414 714 128 75 203 10:30 267 377 644 120 52 172 10:45 274 1126 345 1476 619 2602 96 494 63 267 159 76111:00 299 345 644 61 43 104 11:15 277 330 607 60 34 94 11:30 285 305 590 52 40 92 11:45 345 1206 387 1367 732 2573 47 220 35 152 82 372
TOTALS 6859 13665 20524 17613 12627 30240
SPLIT %33.4%66.6%40.4%58.2%41.8%59.6%
NB SB EB WB
24,472 26,292 0 0
AM Peak Hour 07:45 07:00 07:00 16:45 16:45 16:45
AM Pk Volume 1323 3156 4251 2520 1681 4201
Pk Hr Factor 0.979 0.962 0.935 0.969 0.944 0.964
7 - 9 Volume 2416 5876 0 0 8292 4945 3205 0 0 8150
7 - 9 Peak Hour 07:45 07:00 07:00 16:45 16:45 16:45
7 - 9 Pk Volume 1323 3156 0 0 4251 2520 1681 0 0 4201
Pk Hr Factor 0.979 0.962 0.000 0.000 0.935 0.969 0.944 0.000 0.000 0.964
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total50,764
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
Rancho Santa Fe Rd Bet. City Limits & Camino Junipero
Thursday
5/2/2019
DAILY TOTALS Total50,764
Oct. 20, 2020 Item #4 Page 255 of 360
Project #:CA19_4201_016 City:Carlsbad
Location:Date:5/1/2019Rancho Santa Fe Rd Bet. City Limits &
Prepared by NDS/ATD
0
500
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2000
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3000
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00
:
0
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:
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21
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Ve
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Oct. 20, 2020 Item #4 Page 256 of 360
Project #:CA19_4201_016 City:Carlsbad
Location:Date:5/2/2019
Prepared by NDS/ATD
Rancho Santa Fe Rd Bet. City Limits &
0
500
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2000
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00
:
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:
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0
08
:
0
0
09
:
0
0
10
:
0
0
11
:
0
0
12
:
0
0
13
:
0
0
14
:
0
0
15
:
0
0
16
:
0
0
17
:
0
0
18
:
0
0
19
:
0
0
20
:
0
0
21
:
0
0
22
:
0
0
23
:
0
0
Ve
h
i
c
l
e
s
NB SB EB WB
Oct. 20, 2020 Item #4 Page 257 of 360
MIDBLOCK COUNT SUMMARY
Number: 21
Location: Rancho Santa Fe
Between Camino Junipero and La Costa Avenue
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 258 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_017
NB SB EB WB
20,091 21,721 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 30 16 46 297 269 566 00:15 32 12 44 257 280 53700:30 17 12 29 266 332 59800:45 18 97 11 51 29 148 296 1116 263 1144 559 226001:00 16 7 23 297 248 54501:15 7 12 19 282 293 57501:30 10 9 19 330 304 63401:45 5 38 7 35 12 73 349 1258 306 1151 655 240902:00 6 4 10 306 308 614 02:15 7 3 10 322 300 622 02:30 4 5 9 413 324 737 02:45 9 26 6 18 15 44 478 1519 317 1249 795 276803:00 7 7 14 432 291 723 03:15 4 14 18 457 322 779 03:30 7 21 28 425 342 767 03:45 6 24 26 68 32 92 503 1817 329 1284 832 310104:00 14 29 43 503 304 807 04:15 7 35 42 489 329 818 04:30 14 50 64 501 310 811 04:45 12 47 75 189 87 236 480 1973 369 1312 849 328505:00 19 71 90 547 330 877 05:15 31 102 133 481 336 817 05:30 64 164 228 501 352 853 05:45 62 176 225 562 287 738 469 1998 322 1340 791 333806:00 59 288 347 432 281 713 06:15 98 368 466 465 301 766 06:30 140 490 630 334 262 596 06:45 153 450 550 1696 703 2146 309 1540 216 1060 525 260007:00 180 654 834 290 230 520 07:15 196 635 831 304 210 514 07:30 302 629 931 283 150 433 07:45 258 936 596 2514 854 3450 235 1112 173 763 408 187508:00 294 580 874 252 147 399 08:15 313 488 801 229 154 383 08:30 261 596 857 213 131 344 08:45 255 1123 494 2158 749 3281 210 904 107 539 317 144309:00 221 397 618 193 107 300 09:15 209 401 610 156 86 242 09:30 206 377 583 156 89 245 09:45 226 862 357 1532 583 2394 123 628 72 354 195 98210:00 245 316 561 126 75 201 10:15 222 305 527 113 52 165 10:30 250 279 529 88 53 141 10:45 204 921 339 1239 543 2160 56 383 49 229 105 61211:00 250 282 532 61 33 94 11:15 220 304 524 41 19 60 11:30 239 306 545 32 17 49 11:45 274 983 253 1145 527 2128 26 160 20 89 46 249
TOTALS 5683 11207 16890 14408 10514 24922
SPLIT %33.6%66.4%40.4%57.8%42.2%59.6%
NB SB EB WB
20,091 21,721 0 0
AM Peak Hour 07:30 07:00 07:15 16:15 16:45 16:45
AM Pk Volume 1167 2514 3490 2017 1387 3396
Pk Hr Factor 0.932 0.961 0.937 0.922 0.940 0.968
7 - 9 Volume 2059 4672 0 0 6731 3971 2652 0 0 6623
7 - 9 Peak Hour 07:30 07:00 07:15 16:15 16:45 16:45
7 - 9 Pk Volume 1167 2514 0 0 3490 2017 1387 0 0 3396
Pk Hr Factor 0.932 0.961 0.000 0.000 0.937 0.922 0.940 0.000 0.000 0.968
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
16:1516:30
14:0014:1514:30
5/1/2019
14:4515:00
DAILY TOTALS
PM Period
16:4517:0017:15
Wednesday
17:3017:45
15:1515:3015:4516:00
18:0018:1518:3018:4519:0019:15
Rancho Santa Fe Rd Bet. Camino Junipero & La Costa Ave
21:3021:4522:00
Total41,812
19:3019:4520:0020:15
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
TOTAL
23:45
TOTALS
Total41,812
DAILY TOTALS
21:0021:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Oct. 20, 2020 Item #4 Page 259 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_017
NB SB EB WB
19,826 22,135 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 25 12 37 254 290 544 00:15 27 11 38 272 294 56600:30 19 13 32 283 301 58400:45 16 87 9 45 25 132 271 1080 311 1196 582 227601:00 13 13 26 271 251 52201:15 9 8 17 304 295 59901:30 10 8 18 332 294 62601:45 5 37 7 36 12 73 292 1199 297 1137 589 233602:00 7 6 13 313 324 637 02:15 6 7 13 346 312 658 02:30 6 8 14 399 311 710 02:45 4 23 2 23 6 46 403 1461 332 1279 735 274003:00 7 4 11 446 288 734 03:15 6 12 18 460 342 802 03:30 5 21 26 433 318 751 03:45 8 26 26 63 34 89 462 1801 385 1333 847 313404:00 8 37 45 462 277 739 04:15 9 30 39 516 364 880 04:30 12 49 61 466 332 798 04:45 12 41 82 198 94 239 513 1957 368 1341 881 329805:00 17 87 104 469 352 821 05:15 37 97 134 461 336 797 05:30 55 160 215 549 392 941 05:45 47 156 250 594 297 750 460 1939 334 1414 794 335306:00 88 258 346 367 285 652 06:15 73 361 434 466 289 755 06:30 139 518 657 354 259 613 06:45 150 450 556 1693 706 2143 347 1534 259 1092 606 262607:00 207 653 860 298 229 527 07:15 184 624 808 282 216 498 07:30 301 687 988 277 159 436 07:45 288 980 581 2545 869 3525 255 1112 185 789 440 190108:00 256 548 804 243 142 385 08:15 291 493 784 238 176 414 08:30 249 597 846 219 146 365 08:45 247 1043 468 2106 715 3149 180 880 151 615 331 149509:00 233 415 648 211 114 325 09:15 203 387 590 171 90 261 09:30 236 333 569 123 102 225 09:45 215 887 288 1423 503 2310 145 650 90 396 235 104610:00 243 294 537 128 64 192 10:15 234 321 555 122 69 191 10:30 206 321 527 103 49 152 10:45 209 892 301 1237 510 2129 89 442 55 237 144 67911:00 260 296 556 63 41 104 11:15 214 299 513 46 34 80 11:30 225 285 510 46 35 81 11:45 252 951 327 1207 579 2158 43 198 26 136 69 334
TOTALS 5573 11170 16743 14253 10965 25218
SPLIT %33.3%66.7%39.9%56.5%43.5%60.1%
NB SB EB WB
19,826 22,135 0 0
AM Peak Hour 07:30 07:00 07:00 16:45 16:45 16:45
AM Pk Volume 1136 2545 3525 1992 1448 3440
Pk Hr Factor 0.944 0.926 0.892 0.907 0.923 0.914
7 - 9 Volume 2023 4651 0 0 6674 3896 2755 0 0 6651
7 - 9 Peak Hour 07:30 07:00 07:00 16:45 16:45 16:45
7 - 9 Pk Volume 1136 2545 0 0 3525 1992 1448 0 0 3440
Pk Hr Factor 0.944 0.926 0.000 0.000 0.892 0.907 0.923 0.000 0.000 0.914
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total41,961
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
Rancho Santa Fe Rd Bet. Camino Junipero & La Costa Ave
Thursday
5/2/2019
DAILY TOTALS Total41,961
Oct. 20, 2020 Item #4 Page 260 of 360
Project #:CA19_4201_017 City:Carlsbad
Location:Date:5/1/2019Rancho Santa Fe Rd Bet. Camino Junipero &
Prepared by NDS/ATD
0
500
1000
1500
2000
2500
3000
00
:
0
0
01
:
0
0
02
:
0
0
03
:
0
0
04
:
0
0
05
:
0
0
06
:
0
0
07
:
0
0
08
:
0
0
09
:
0
0
10
:
0
0
11
:
0
0
12
:
0
0
13
:
0
0
14
:
0
0
15
:
0
0
16
:
0
0
17
:
0
0
18
:
0
0
19
:
0
0
20
:
0
0
21
:
0
0
22
:
0
0
23
:
0
0
Ve
h
i
c
l
e
s
NB SB EB WB
Oct. 20, 2020 Item #4 Page 261 of 360
Project #:CA19_4201_017 City:Carlsbad
Location:Date:5/2/2019
Prepared by NDS/ATD
Rancho Santa Fe Rd Bet. Camino Junipero &
0
500
1000
1500
2000
2500
3000
00
:
0
0
01
:
0
0
02
:
0
0
03
:
0
0
04
:
0
0
05
:
0
0
06
:
0
0
07
:
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0
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:
0
0
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:
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:
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11
:
0
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:
0
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:
0
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14
:
0
0
15
:
0
0
16
:
0
0
17
:
0
0
18
:
0
0
19
:
0
0
20
:
0
0
21
:
0
0
22
:
0
0
23
:
0
0
Ve
h
i
c
l
e
s
NB SB EB WB
Oct. 20, 2020 Item #4 Page 262 of 360
MIDBLOCK COUNT SUMMARY
Number:
Location:
Contents:
22
Rancho Santa Fe
Between La Costa Avenue and Calle Barcelona
15 Minute Volume Report
Oct. 20, 2020 Item #4 Page 263 of 360
Oct. 20, 2020 Item #4 Page 264 of 360
Day: Thursday
Date: 3/14/2019
Prepared byNDS/ATD
VOLUME
Rancho Santa Fe Rd Bet. La Costa Ave & Camino de los Coches
City: Carlsbad
Project#: CA19_ 4085_054
DAILY TOTALS ~
AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL
00:00 28 13 41 12:00 239 290 529
00:15 15 11 26 12:15 298 273 571
00:30 17 13 30 12:30 258 263 521
00:45 13 73 11 48 24 121 12:45 321 1116 314 1140 635 2256
01:00 10 6 16 13:00 266 301 567
01:15 6 6 12 13:15 333 290 623
01:30 11 6 17 13:30 335 278 613
01:45 10 37 7 25 17 62 13:45 387 1321 320 1189 707 2510
02:00 10 3 13 14:00 319 273 592
02:15 6 2 8 14:15 341 338 679
02:30 7 3 10 14:30 406 283 689
02:45 4 27 7 15 11 42 14:45 395 1461 319 1213 714 2674
03:00 13 8 21 15:00 381 303 684
03:15 10 15 25 15:15 505 327 832
03:30 7 15 22 15:30 536 286 822
03:45 10 40 15 53 25 93 15:45 529 1951 292 1208 821 3159
04:00 10 21 31 16:00 552 280 832
04:15 15 28 43 16:15 593 303 896
04:30 13 41 54 16:30 576 284 860
04:45 24 62 60 150 84 212 16:45 564 2285 299 1166 863 3451
05:00 21 68 89 17:00 655 312 967
05:15 31 66 97 17:15 64.8 301 949
05:30 49 124 173 17:30 540 338 878
05:45 45 146 175 433 220 S79 17:45 583 2426 284 1235 867 3661
06:00 57 219 276 18:00 597 274 871
06:15 77 296 373 18:15 494 240 734
06:30 120 395 515 18:30 460 233 693
06:45 122 376 473 1383 595 1759 18:45 420 1971 185 932 605 2903
07:00 160 523 683 19:00 403 159 562
07:15 178 563 741 19:15 378 163 541
07:30 265 582 847 19:30 330 153 483
07:45 228 831 504 2172 732 3003 19:45 317 1428 155 630 472 2058
08:00 272 464 736 20:00 274 137 411
08:15 246 518 764 20:15 255 138 393
08:30 237 576 813 20:30· 219 109 328
08:45 234 989 505 2063 739 3052 20:45 203 951 109 493 312 1444
09:00 193 382 575 21:00 182 71 253
09:15 226 375 601 21:15 226 91 317
09:30 221 306 527 21:30 191 67 258
09:45 212 852 342 1405 554 2257 21:45 152 751 73 302 225 1053
10:00 194 326 520 22:00 142 38 180
10:15 240 270 510 22:15 119 55 174
10:30 224 293 517 22:30 112 30 142
10:45 236 894 348 1237 584 2131 22:45 66 439 34 157 100 596
11:00 218 229 447 23:00 85 27 112
11:15 232 338 570 23:15 50 27 77
11:30 258 274 532 23:30 37 15 52
11:45 295 1003 314 1155 609 2158 23:45 35 207 28 97 63 304
TOTALS 5330 10139 15469 TOTALS 16307 9762 26069
SPLIT% 34.5% 65.5% 37.2% SPLIT% 62.6% 37.4% 62.8%
DAILY TOTALS ~
AM Peak Hour 11:30 07:00 07:30 PM Peak Hour 16:30 16:45 17:00
AM Pk Volume 1090 2172 3079 PM Pk Volume 2443 1250 3661
Pk Hr Factor 0.914 0.933 0.909 Pk Hr Factor 0.932 0.925 0.946
7 -9Volume 1820 4235 6055 4-6Volume 4711 2401 7112
7 -9 Peak Hour 07:30 07:00 07:30 4-6 Peak Hour 16:30 16:45 17:00
7 -9 Pk Volume 1011 2172 3079 4 -6 Pk Volume 2443 1250 3661
Pk Hr Factor 0.929 0,933 0.909 Pk Hr Factor 0.932 0.925 0.946
MIDBLOCK COUNT SUMMARY
Number:
Location:
Contents:
23
Rancho Santa Fe
Between Calle Barcelona and Olivenhain Road
15 Minute Volume Report
Oct. 20, 2020 Item #4 Page 265 of 360
Oct. 20, 2020 Item #4 Page 266 of 360
Day: Thursday
Date: 10/11/2018
Prepared by NDS/ATD
VOLUME
Rancho Santa Fe Rd Bet. Calle Barcelona & Olivenhain Rd
City: Carlsbad
Project#: CA18_ 4355_012
I DAILY TOTALS ~
I AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL
00:00 32 15 47 12:00 261 329 590
00:15 9 12 21 12:15 247 280 527
00:30 15 7 22 12:30 268 310 578
00:45 13 69 8 42 21 111 12:45 266 1042 294 1213 560 2255
01:00 10 4 14 13:00 300 304 604
01:15 6 2 8 13:15 282 244 526
01:30 8 10 18 13:30 328 257 585
01:45 5 29 3 19 8 48 13:45 289 1199 287 1092 576 2291
02:00 5 3 8 14:00 352 297 649
02:15 5 7 12 14:15 372 315 687
02:30 8 9 17 14:30 394 427 821
02:45 10 28 5 24 15 52 14:45 346 1464 524 1563 870 3027
03:00 7 7 14 15:00 358 398 756
03:15 3 12 15 15:15 424 355 779
03:30 7 12 19 15:30 441 348 789
03:45 9 26 25 56 34 82 15:45 445 1668 381 1482 826 3150
04:00 10 19 29 16:00 477 341 818
04:15 13 41 54 16:15 535 302 837
04:30 23 45 68 16:30 544 346 890
04:45 21 67 78 183 99 250 16:45 542 2098 364 1353 906 3451
05:00 15 66 81 17:00 565 351 916
05:15 27 80 107 17:15 522 308 830
05:30 37 135 172 17:30 545 298 843
05:45 70 149 182 463 252 612 17:45 465 2097 313 1270 778 3367
06:00 73 241 314 18:00 425 270 695
06:15 68 323 391 18:15 401 249 650
06:30 120 373 493 18:30 388 225 613
06:45 134 395 399 1336 533 1731 18:45 379 1593 224 968 603 2561
07:00 261 611 872 19:00 304 220 524
07:15 340 608 948 19:15 256 244 500
07:30 310 685 995 19:30 231 158 389
07:45 268 1179 610 2514 878 3693 19:45 176 967 164 786 340 1753
08:00 287 598 885 20:00 217 121 338
08:15 256 531 787 20:15 203 144 347
08:30 207 475 682 20:30 149 125 274
08:45 259 1009 476 2080 735 3089 20:45 150 719 101 491 251 1210
09:00 195 420 615 21:00 162 101 263
09:15 187 347 534 21:15 144 100 244
09:30 219 328 547 21:30 134 86 220
09:45 232 833 336 1431 568 2264 21:45 109 549 71 358 180 907
10:00 221 316 537 22:00 111 49 160
10:15 203 263 466 22:15 80 52 132
10:30 198 331 529 22:30 63 45 108
10:45 226 848 288 1198 514 2046 22:45 47 301 41 187 88 488
11:00 225 267 492 23:00 63 30 93
11:15 221 277 498 23:15 47 29 76
11:30 244 303 547 23:30 38 26 64
11:45 238 928 256 1103 494 2031 23:45 33 181 24 109 57 290
TOTALS 5560 10449 16009 TOTALS 13878 10872 24750
SPLIT¾ 34.7% 65.3% 39.3¾ SPLIT% 56.1% 43.9% 60.7%
DAILY TOTALS ~
AM Peak Hour 07:15 07:00 07:15 PM Peak Hour 16:15 14:30 16:fS
AM Pk Volume 1205 2514 3706 PM Pk Volume 2,186 1704 3549
Pk Hr Factor 0.886 0.918 0.931 Pk Hr Factor 0.967 0.813 0.969
7-9Volume 2188 4594 I) 0 6782 4-6Volume 4195 2623 !.J 0 6818
7 -9 Peak Hour 07:15 07:00 07:15 4 -6 Peak Hour 16:15 16:30 16:15
7 -9 Pk Volume 1205 2S14 3706 4 -6 Pk Volume 2186 1369 3549
Pk Hr Factor 0.886 0.918 C 000 0.931 Pk Hr Factor 0.967 0.940 """" (J_ot:.] 0.969
MIDBLOCK COUNT SUMMARY
Number: 24
Location: Cannon Road
Between Avenida Encinas and Paseo del Norte
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 267 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_018
NB SB EB WB
0 0 14,491 14,076
AM Period NB SB EB WB NB SB EB WB
00:00 9 15 24 248 249 497 00:15 13 11 24 248 204 45200:30 4 7 11 260 225 48500:45 4 30 5 38 9 68 266 1022 212 890 478 191201:00 9 6 15 229 218 44701:15 10 6 16 211 213 42401:30 2 5 7 219 226 44501:45 5 26 3 20 8 46 235 894 235 892 470 178602:00 1 1 2 197 241 438 02:15 6 5 11 207 230 437 02:30 8 2 10 201 264 465 02:45 6 21 3 11 9 32 250 855 262 997 512 185203:00 4 2 6 180 304 484 03:15 6 4 10 221 279 500 03:30 6 5 11 228 391 619 03:45 7 23 13 24 20 47 238 867 313 1287 551 215404:00 10 8 18 249 384 633 04:15 5 13 18 260 355 615 04:30 13 12 25 190 362 552 04:45 44 72 27 60 71 132 268 967 339 1440 607 240705:00 23 27 50 267 462 729 05:15 27 38 65 240 535 775 05:30 54 50 104 226 431 657 05:45 94 198 63 178 157 376 233 966 338 1766 571 273206:00 88 115 203 196 295 491 06:15 120 122 242 166 249 415 06:30 146 173 319 167 233 400 06:45 217 571 175 585 392 1156 155 684 183 960 338 164407:00 230 180 410 115 160 275 07:15 275 165 440 109 133 242 07:30 366 180 546 134 128 262 07:45 457 1328 151 676 608 2004 123 481 118 539 241 102008:00 470 155 625 111 104 215 08:15 351 186 537 107 105 212 08:30 343 150 493 102 93 195 08:45 364 1528 165 656 529 2184 79 399 70 372 149 77109:00 297 164 461 67 104 171 09:15 256 148 404 75 77 152 09:30 250 158 408 83 62 145 09:45 303 1106 177 647 480 1753 69 294 42 285 111 57910:00 219 159 378 52 42 94 10:15 264 171 435 48 37 85 10:30 205 186 391 32 26 58 10:45 270 958 189 705 459 1663 44 176 41 146 85 32211:00 208 189 397 39 32 71 11:15 221 172 393 27 23 50 11:30 227 216 443 26 35 61 11:45 258 914 224 801 482 1715 19 111 11 101 30 212
TOTALS 6775 4401 11176 7716 9675 17391
SPLIT %60.6%39.4%39.1%44.4%55.6%60.9%
NB SB EB WB
0 0 14,491 14,076
AM Peak Hour 07:30 11:45 07:30 12:00 16:45 16:45
AM Pk Volume 1644 902 2316 1022 1767 2768
Pk Hr Factor 0.874 0.906 0.926 0.961 0.826 0.893
7 - 9 Volume 0 0 2856 1332 4188 0 0 1933 3206 5139
7 - 9 Peak Hour 07:30 07:00 07:30 16:45 16:45 16:45
7 - 9 Pk Volume 0 0 1644 676 2316 0 0 1001 1767 2768
Pk Hr Factor 0.000 0.000 0.874 0.939 0.926 0.000 0.000 0.934 0.826 0.893
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
16:1516:30
14:0014:1514:30
5/7/2019
14:4515:00
DAILY TOTALS
PM Period
16:4517:0017:15
Tuesday
17:3017:45
15:1515:3015:4516:00
18:0018:1518:3018:4519:0019:15
Cannon Rd Bet. Avenida Encinas & Paseo Del Norte
21:3021:4522:00
Total28,567
19:3019:4520:0020:15
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
TOTAL
23:45
TOTALS
Total28,567
DAILY TOTALS
21:0021:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Oct. 20, 2020 Item #4 Page 268 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_018
NB SB EB WB
0 0 14,164 14,018
AM Period NB SB EB WB NB SB EB WB
00:00 17 26 43 248 234 482 00:15 13 10 23 229 218 44700:30 12 8 20 254 202 45600:45 9 51 9 53 18 104 247 978 218 872 465 185001:00 8 8 16 299 231 53001:15 6 7 13 209 253 46201:30 2 6 8 232 238 47001:45 6 22 4 25 10 47 212 952 232 954 444 190602:00 7 2 9 222 237 459 02:15 4 5 9 220 293 513 02:30 6 4 10 211 258 469 02:45 15 32 2 13 17 45 237 890 287 1075 524 196503:00 2 9 11 242 345 587 03:15 4 2 6 227 292 519 03:30 12 4 16 216 366 582 03:45 10 28 10 25 20 53 267 952 297 1300 564 225204:00 4 11 15 201 360 561 04:15 6 11 17 242 356 598 04:30 16 20 36 225 387 612 04:45 54 80 18 60 72 140 252 920 413 1516 665 243605:00 26 29 55 248 496 744 05:15 32 45 77 243 495 738 05:30 57 48 105 224 383 607 05:45 93 208 65 187 158 395 215 930 308 1682 523 261206:00 67 93 160 225 309 534 06:15 130 144 274 197 227 424 06:30 157 161 318 164 167 331 06:45 234 588 169 567 403 1155 130 716 169 872 299 158807:00 250 185 435 141 153 294 07:15 303 162 465 139 115 254 07:30 348 172 520 100 107 207 07:45 492 1393 127 646 619 2039 92 472 97 472 189 94408:00 408 156 564 76 128 204 08:15 369 200 569 102 93 195 08:30 335 156 491 90 87 177 08:45 366 1478 153 665 519 2143 66 334 94 402 160 73609:00 269 154 423 80 113 193 09:15 242 158 400 69 84 153 09:30 252 156 408 62 65 127 09:45 253 1016 136 604 389 1620 58 269 51 313 109 58210:00 253 171 424 43 28 71 10:15 227 161 388 44 27 71 10:30 216 172 388 35 30 65 10:45 244 940 178 682 422 1622 29 151 29 114 58 26511:00 136 203 339 36 24 60 11:15 137 196 333 21 16 37 11:30 146 224 370 15 15 30 11:45 258 677 231 854 489 1531 15 87 10 65 25 152
TOTALS 6513 4381 10894 7651 9637 17288
SPLIT %59.8%40.2%38.7%44.3%55.7%61.3%
NB SB EB WB
0 0 14,164 14,018
AM Peak Hour 07:30 11:30 07:30 12:15 16:30 16:30
AM Pk Volume 1617 907 2272 1029 1791 2759
Pk Hr Factor 0.822 0.969 0.918 0.860 0.903 0.927
7 - 9 Volume 0 0 2871 1311 4182 0 0 1850 3198 5048
7 - 9 Peak Hour 07:30 08:00 07:30 16:30 16:30 16:30
7 - 9 Pk Volume 0 0 1617 665 2272 0 0 968 1791 2759
Pk Hr Factor 0.000 0.000 0.822 0.831 0.918 0.000 0.000 0.960 0.903 0.927
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total28,182
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
Cannon Rd Bet. Avenida Encinas & Paseo Del Norte
Wednesday
5/8/2019
DAILY TOTALS Total28,182
Oct. 20, 2020 Item #4 Page 269 of 360
Project #:CA19_4201_018 City:Carlsbad
Location:Date:5/7/2019Cannon Rd Bet. Avenida Encinas & Paseo
Prepared by NDS/ATD
0
200
400
600
800
1000
1200
1400
1600
1800
2000
00
:
0
0
01
:
0
0
02
:
0
0
03
:
0
0
04
:
0
0
05
:
0
0
06
:
0
0
07
:
0
0
08
:
0
0
09
:
0
0
10
:
0
0
11
:
0
0
12
:
0
0
13
:
0
0
14
:
0
0
15
:
0
0
16
:
0
0
17
:
0
0
18
:
0
0
19
:
0
0
20
:
0
0
21
:
0
0
22
:
0
0
23
:
0
0
Ve
h
i
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l
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 270 of 360
Project #:CA19_4201_018 City:Carlsbad
Location:Date:5/8/2019
Prepared by NDS/ATD
Cannon Rd Bet. Avenida Encinas & Paseo
0
200
400
600
800
1000
1200
1400
1600
1800
00
:
0
0
01
:
0
0
02
:
0
0
03
:
0
0
04
:
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:
0
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:
0
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:
0
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:
0
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:
0
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11
:
0
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12
:
0
0
13
:
0
0
14
:
0
0
15
:
0
0
16
:
0
0
17
:
0
0
18
:
0
0
19
:
0
0
20
:
0
0
21
:
0
0
22
:
0
0
23
:
0
0
Ve
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 271 of 360
MIDBLOCK COUNT SUMMARY
Number: 25
Location: Cannon Road
Between Paseo del Norte and Car Country
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 272 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_019
NB SB EB WB
0 0 11,258 11,280
AM Period NB SB EB WB NB SB EB WB
00:00 6 10 16 165 189 354 00:15 12 11 23 153 141 29400:30 5 5 10 164 166 33000:45 5 28 5 31 10 59 184 666 135 631 319 129701:00 9 4 13 169 159 32801:15 7 7 14 131 133 26401:30 3 2 5 163 170 33301:45 4 23 3 16 7 39 169 632 180 642 349 127402:00 1 1 2 167 158 325 02:15 2 4 6 172 176 348 02:30 4 2 6 160 217 377 02:45 0 7 3 10 3 17 202 701 214 765 416 146603:00 0 2 2 144 239 383 03:15 3 4 7 168 226 394 03:30 7 5 12 195 305 500 03:45 5 15 12 23 17 38 181 688 259 1029 440 171704:00 10 8 18 211 288 499 04:15 3 14 17 224 271 495 04:30 12 12 24 159 289 448 04:45 33 58 28 62 61 120 216 810 271 1119 487 192905:00 22 26 48 219 390 609 05:15 22 39 61 215 470 685 05:30 45 58 103 201 356 557 05:45 69 158 59 182 128 340 201 836 279 1495 480 233106:00 61 112 173 187 226 413 06:15 96 123 219 133 187 320 06:30 111 186 297 130 155 285 06:45 168 436 197 618 365 1054 111 561 129 697 240 125807:00 172 187 359 104 113 217 07:15 187 176 363 100 87 187 07:30 291 192 483 112 92 204 07:45 381 1031 153 708 534 1739 93 409 71 363 164 77208:00 356 167 523 92 50 142 08:15 295 178 473 92 57 149 08:30 272 142 414 86 64 150 08:45 287 1210 159 646 446 1856 77 347 50 221 127 56809:00 235 147 382 61 40 101 09:15 204 121 325 64 37 101 09:30 197 138 335 55 36 91 09:45 198 834 165 571 363 1405 61 241 18 131 79 37210:00 166 132 298 50 21 71 10:15 190 138 328 33 13 46 10:30 155 149 304 24 18 42 10:45 172 683 151 570 323 1253 41 148 31 83 72 23111:00 158 125 283 33 18 51 11:15 163 129 292 24 13 37 11:30 153 169 322 21 23 44 11:45 169 643 180 603 349 1246 15 93 10 64 25 157
TOTALS 5126 4040 9166 6132 7240 13372
SPLIT %55.9%44.1%40.7%45.9%54.1%59.3%
NB SB EB WB
0 0 11,258 11,280
AM Peak Hour 07:30 06:45 07:30 16:45 17:00 16:45
AM Pk Volume 1323 752 2013 851 1495 2338
Pk Hr Factor 0.868 0.954 0.942 0.971 0.795 0.853
7 - 9 Volume 0 0 2241 1354 3595 0 0 1646 2614 4260
7 - 9 Peak Hour 07:30 07:00 07:30 16:45 17:00 16:45
7 - 9 Pk Volume 0 0 1323 708 2013 0 0 851 1495 2338
Pk Hr Factor 0.000 0.000 0.868 0.922 0.942 0.000 0.000 0.971 0.795 0.853
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
16:1516:30
14:0014:1514:30
5/7/2019
14:4515:00
DAILY TOTALS
PM Period
16:4517:0017:15
Tuesday
17:3017:45
15:1515:3015:4516:00
18:0018:1518:3018:4519:0019:15
Cannon Rd Bet. Paseo Del Norte & Car Country Dr
21:3021:4522:00
Total22,538
19:3019:4520:0020:15
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
TOTAL
23:45
TOTALS
Total22,538
DAILY TOTALS
21:0021:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Oct. 20, 2020 Item #4 Page 273 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_019
NB SB EB WB
0 0 11,259 11,227
AM Period NB SB EB WB NB SB EB WB
00:00 13 16 29 166 155 321 00:15 15 6 21 173 180 35300:30 9 6 15 174 153 32700:45 7 44 3 31 10 75 163 676 149 637 312 131301:00 7 8 15 194 164 35801:15 4 6 10 172 172 34401:30 2 4 6 176 173 34901:45 4 17 1 19 5 36 166 708 180 689 346 139702:00 7 2 9 171 173 344 02:15 2 5 7 179 209 388 02:30 6 4 10 158 186 344 02:45 6 21 2 13 8 34 212 720 225 793 437 151303:00 2 9 11 199 270 469 03:15 2 2 4 187 214 401 03:30 9 4 13 192 298 490 03:45 2 15 7 22 9 37 197 775 231 1013 428 178804:00 1 10 11 183 287 470 04:15 5 10 15 202 255 457 04:30 15 21 36 204 321 525 04:45 38 59 22 63 60 122 211 800 336 1199 547 199905:00 19 29 48 220 412 632 05:15 25 40 65 209 410 619 05:30 41 49 90 211 330 541 05:45 75 160 63 181 138 341 196 836 238 1390 434 222606:00 54 99 153 183 244 427 06:15 98 143 241 176 153 329 06:30 120 174 294 135 124 259 06:45 171 443 194 610 365 1053 103 597 112 633 215 123007:00 173 189 362 118 102 220 07:15 219 174 393 99 85 184 07:30 276 174 450 90 74 164 07:45 393 1061 138 675 531 1736 84 391 56 317 140 70808:00 322 160 482 66 66 132 08:15 295 197 492 87 48 135 08:30 291 139 430 78 46 124 08:45 291 1199 155 651 446 1850 63 294 54 214 117 50809:00 219 152 371 76 69 145 09:15 187 142 329 69 49 118 09:30 187 131 318 56 37 93 09:45 194 787 123 548 317 1335 50 251 21 176 71 42710:00 186 158 344 35 14 49 10:15 164 135 299 43 14 57 10:30 155 146 301 32 16 48 10:45 167 672 139 578 306 1250 30 140 25 69 55 20911:00 112 151 263 36 20 56 11:15 99 154 253 20 13 33 11:30 122 180 302 13 12 25 11:45 178 511 169 654 347 1165 13 82 7 52 20 134
TOTALS 4989 4045 9034 6270 7182 13452
SPLIT %55.2%44.8%40.2%46.6%53.4%59.8%
NB SB EB WB
0 0 11,259 11,227
AM Peak Hour 07:45 06:30 07:30 16:45 16:45 16:45
AM Pk Volume 1301 731 1955 851 1488 2339
Pk Hr Factor 0.828 0.942 0.920 0.967 0.903 0.925
7 - 9 Volume 0 0 2260 1326 3586 0 0 1636 2589 4225
7 - 9 Peak Hour 07:45 07:00 07:30 16:45 16:45 16:45
7 - 9 Pk Volume 0 0 1301 675 1955 0 0 851 1488 2339
Pk Hr Factor 0.000 0.000 0.828 0.893 0.920 0.000 0.000 0.967 0.903 0.925
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total22,486
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
Cannon Rd Bet. Paseo Del Norte & Car Country Dr
Wednesday
5/8/2019
DAILY TOTALS Total22,486
Oct. 20, 2020 Item #4 Page 274 of 360
Project #:CA19_4201_019 City:Carlsbad
Location:Date:5/7/2019Cannon Rd Bet. Paseo Del Norte & Car
Prepared by NDS/ATD
0
200
400
600
800
1000
1200
1400
1600
00
:
0
0
01
:
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:
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04
:
0
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05
:
0
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06
:
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07
:
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12
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:
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:
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:
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:
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18
:
0
0
19
:
0
0
20
:
0
0
21
:
0
0
22
:
0
0
23
:
0
0
Ve
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l
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s
NB SB EB WB
Oct. 20, 2020 Item #4 Page 275 of 360
Project #:CA19_4201_019 City:Carlsbad
Location:Date:5/8/2019
Prepared by NDS/ATD
Cannon Rd Bet. Paseo Del Norte & Car
0
200
400
600
800
1000
1200
1400
1600
00
:
0
0
01
:
0
0
02
:
0
0
03
:
0
0
04
:
0
0
05
:
0
0
06
:
0
0
07
:
0
0
08
:
0
0
09
:
0
0
10
:
0
0
11
:
0
0
12
:
0
0
13
:
0
0
14
:
0
0
15
:
0
0
16
:
0
0
17
:
0
0
18
:
0
0
19
:
0
0
20
:
0
0
21
:
0
0
22
:
0
0
23
:
0
0
Ve
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 276 of 360
MIDBLOCK COUNT SUMMARY
Number: 26
Location: Cannon Road
Between Car Country and Legoland Drive
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 277 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_020
NB SB EB WB
0 0 11,298 11,230
AM Period NB SB EB WB NB SB EB WB
00:00 9 9 18 166 177 343 00:15 12 12 24 157 139 29600:30 5 5 10 163 161 32400:45 2 28 5 31 7 59 199 685 137 614 336 129901:00 7 4 11 182 156 33801:15 9 4 13 156 136 29201:30 2 2 4 164 177 34101:45 4 22 3 13 7 35 163 665 167 636 330 130102:00 1 1 2 159 152 311 02:15 3 4 7 171 172 343 02:30 4 1 5 162 220 382 02:45 0 8 3 9 3 17 186 678 213 757 399 143503:00 0 2 2 151 248 399 03:15 3 4 7 158 216 374 03:30 5 5 10 204 303 507 03:45 4 12 11 22 15 34 182 695 257 1024 439 171904:00 9 9 18 217 281 498 04:15 2 16 18 217 263 480 04:30 12 13 25 185 283 468 04:45 30 53 29 67 59 120 205 824 272 1099 477 192305:00 21 27 48 253 392 645 05:15 22 39 61 243 447 690 05:30 45 60 105 231 354 585 05:45 58 146 56 182 114 328 207 934 265 1458 472 239206:00 61 119 180 206 220 426 06:15 84 128 212 153 191 344 06:30 109 199 308 156 146 302 06:45 158 412 216 662 374 1074 140 655 115 672 255 132707:00 152 213 365 112 110 222 07:15 178 193 371 117 81 198 07:30 268 213 481 130 88 218 07:45 364 962 162 781 526 1743 100 459 67 346 167 80508:00 338 172 510 107 45 152 08:15 282 183 465 100 56 156 08:30 249 150 399 94 59 153 08:45 280 1149 175 680 455 1829 87 388 39 199 126 58709:00 214 144 358 79 40 119 09:15 180 127 307 76 34 110 09:30 177 146 323 58 26 84 09:45 156 727 153 570 309 1297 66 279 20 120 86 39910:00 166 124 290 51 20 71 10:15 176 135 311 38 13 51 10:30 132 145 277 26 19 45 10:45 158 632 140 544 298 1176 38 153 31 83 69 23611:00 156 127 283 30 15 45 11:15 162 135 297 23 16 39 11:30 154 157 311 25 24 49 11:45 167 639 177 596 344 1235 15 93 10 65 25 158
TOTALS 4790 4157 8947 6508 7073 13581
SPLIT %53.5%46.5%39.7%47.9%52.1%60.3%
NB SB EB WB
0 0 11,298 11,230
AM Peak Hour 07:30 06:45 07:30 17:00 16:45 16:45
AM Pk Volume 1252 835 1982 934 1465 2397
Pk Hr Factor 0.860 0.966 0.942 0.923 0.819 0.868
7 - 9 Volume 0 0 2111 1461 3572 0 0 1758 2557 4315
7 - 9 Peak Hour 07:30 07:00 07:30 17:00 16:45 16:45
7 - 9 Pk Volume 0 0 1252 781 1982 0 0 934 1465 2397
Pk Hr Factor 0.000 0.000 0.860 0.917 0.942 0.000 0.000 0.923 0.819 0.868
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total22,528
DAILY TOTALS
21:0021:15
20:30
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
Cannon Rd Bet. Car Country Dr & Legoland Dr
21:3021:4522:00
Total22,528
19:3019:4520:0020:15
18:0018:1518:3018:4519:0019:15
16:4517:0017:15
Tuesday
17:3017:45
15:1515:3015:4516:0016:1516:30
14:0014:1514:30
5/7/2019
14:4515:00
DAILY TOTALS
PM Period
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
Oct. 20, 2020 Item #4 Page 278 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_020
NB SB EB WB
0 0 10,215 11,171
AM Period NB SB EB WB NB SB EB WB
00:00 16 15 31 172 162 334 00:15 20 6 26 165 167 33200:30 9 6 15 191 146 33700:45 7 52 2 29 9 81 175 703 151 626 326 132901:00 6 8 14 186 154 34001:15 4 6 10 181 172 35301:30 2 4 6 164 171 33501:45 4 16 1 19 5 35 192 723 181 678 373 140102:00 7 2 9 174 173 347 02:15 2 5 7 171 178 349 02:30 4 3 7 162 189 351 02:45 5 18 2 12 7 30 210 717 218 758 428 147503:00 3 6 9 221 264 485 03:15 2 2 4 194 203 397 03:30 7 4 11 176 294 470 03:45 4 16 7 19 11 35 204 795 226 987 430 178204:00 1 9 10 201 291 492 04:15 5 11 16 224 236 460 04:30 10 20 30 221 328 549 04:45 37 53 23 63 60 116 225 871 320 1175 545 204605:00 19 29 48 266 414 680 05:15 24 40 64 237 396 633 05:30 41 51 92 235 322 557 05:45 72 156 66 186 138 342 118 856 247 1379 365 223506:00 49 99 148 106 225 331 06:15 86 156 242 92 146 238 06:30 112 178 290 68 111 179 06:45 151 398 225 658 376 1056 50 316 108 590 158 90607:00 156 207 363 58 87 145 07:15 200 188 388 53 81 134 07:30 254 186 440 46 70 116 07:45 379 989 158 739 537 1728 39 196 55 293 94 48908:00 297 157 454 35 63 98 08:15 285 205 490 38 42 80 08:30 286 142 428 39 42 81 08:45 267 1135 170 674 437 1809 26 138 41 188 67 32609:00 211 164 375 35 66 101 09:15 165 141 306 27 49 76 09:30 198 127 325 20 33 53 09:45 168 742 124 556 292 1298 23 105 18 166 41 27110:00 172 166 338 21 11 32 10:15 149 148 297 22 17 39 10:30 149 139 288 10 15 25 10:45 143 613 145 598 288 1211 12 65 22 65 34 13011:00 113 158 271 19 19 38 11:15 83 147 230 8 10 18 11:30 133 178 311 3 12 15 11:45 181 510 180 663 361 1173 2 32 9 50 11 82
TOTALS 4698 4216 8914 5517 6955 12472
SPLIT %52.7%47.3%41.7%44.2%55.8%58.3%
NB SB EB WB
0 0 10,215 11,171
AM Peak Hour 07:45 06:45 07:30 16:45 16:30 16:45
AM Pk Volume 1247 806 1921 963 1458 2415
Pk Hr Factor 0.823 0.896 0.894 0.905 0.880 0.888
7 - 9 Volume 0 0 2124 1413 3537 0 0 1727 2554 4281
7 - 9 Peak Hour 07:45 07:00 07:30 16:45 16:30 16:45
7 - 9 Pk Volume 0 0 1247 739 1921 0 0 963 1458 2415
Pk Hr Factor 0.000 0.000 0.823 0.893 0.894 0.000 0.000 0.905 0.880 0.888
Prepared by NDS/ATDVOLUME
Cannon Rd Bet. Car Country Dr & Legoland Dr
Wednesday
5/8/2019
DAILY TOTALS Total21,386
TOTAL PM Period TOTAL
12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15
SPLIT %
21:3021:4522:0022:1522:3022:45
DAILY TOTALS Total21,386
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
Oct. 20, 2020 Item #4 Page 279 of 360
Project #:CA19_4201_020 City:Carlsbad
Location:Date:5/7/2019Cannon Rd Bet. Car Country Dr & Legoland
Prepared by NDS/ATD
0
200
400
600
800
1000
1200
1400
1600
00
:
0
0
01
:
0
0
02
:
0
0
03
:
0
0
04
:
0
0
05
:
0
0
06
:
0
0
07
:
0
0
08
:
0
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09
:
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10
:
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11
:
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12
:
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13
:
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:
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:
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16
:
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:
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0
18
:
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0
19
:
0
0
20
:
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0
21
:
0
0
22
:
0
0
23
:
0
0
Ve
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 280 of 360
Project #:CA19_4201_020 City:Carlsbad
Location:Date:5/8/2019
Prepared by NDS/ATD
Cannon Rd Bet. Car Country Dr & Legoland
0
200
400
600
800
1000
1200
1400
1600
00
:
0
0
01
:
0
0
02
:
0
0
03
:
0
0
04
:
0
0
05
:
0
0
06
:
0
0
07
:
0
0
08
:
0
0
09
:
0
0
10
:
0
0
11
:
0
0
12
:
0
0
13
:
0
0
14
:
0
0
15
:
0
0
16
:
0
0
17
:
0
0
18
:
0
0
19
:
0
0
20
:
0
0
21
:
0
0
22
:
0
0
23
:
0
0
Ve
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 281 of 360
MIDBLOCK COUNT SUMMARY
Number: 27
Location: Cannon Road
Between Legoland Drive and Faraday Ave
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 282 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_021
NB SB EB WB
0 0 11,057 10,641
AM Period NB SB EB WB NB SB EB WB
00:00 12 4 16 112 149 261 00:15 11 6 17 145 133 27800:30 5 5 10 143 149 29200:45 2 30 4 19 6 49 166 566 139 570 305 113601:00 8 3 11 152 127 27901:15 9 2 11 138 141 27901:30 3 2 5 152 153 30501:45 3 23 2 9 5 32 146 588 161 582 307 117002:00 1 1 2 161 132 293 02:15 4 3 7 176 154 330 02:30 4 0 4 190 172 362 02:45 0 9 2 6 2 15 184 711 207 665 391 137603:00 0 2 2 210 189 399 03:15 3 3 6 192 181 373 03:30 4 7 11 283 186 469 03:45 4 11 13 25 17 36 209 894 186 742 395 163604:00 6 10 16 292 219 511 04:15 2 19 21 279 196 475 04:30 11 17 28 279 201 480 04:45 24 43 45 91 69 134 280 1130 215 831 495 196105:00 20 29 49 316 292 608 05:15 16 50 66 298 340 638 05:30 32 74 106 336 228 564 05:45 49 117 81 234 130 351 242 1192 204 1064 446 225606:00 46 136 182 266 180 446 06:15 47 162 209 194 149 343 06:30 77 264 341 191 112 303 06:45 107 277 336 898 443 1175 160 811 97 538 257 134907:00 148 255 403 155 80 235 07:15 125 279 404 133 73 206 07:30 192 302 494 131 80 211 07:45 263 728 309 1145 572 1873 119 538 62 295 181 83308:00 255 234 489 128 36 164 08:15 203 206 409 118 42 160 08:30 216 193 409 98 47 145 08:45 201 875 188 821 389 1696 89 433 31 156 120 58909:00 163 169 332 105 30 135 09:15 118 138 256 89 31 120 09:30 116 156 272 58 19 77 09:45 104 501 163 626 267 1127 71 323 25 105 96 42810:00 118 125 243 62 20 82 10:15 100 133 233 41 13 54 10:30 110 136 246 32 19 51 10:45 128 456 146 540 274 996 44 179 14 66 58 24511:00 112 124 236 36 12 48 11:15 124 149 273 27 13 40 11:30 123 141 264 35 13 48 11:45 150 509 156 570 306 1079 15 113 5 43 20 156
TOTALS 3579 4984 8563 7478 5657 13135
SPLIT %41.8%58.2%39.5%56.9%43.1%60.5%
NB SB EB WB
0 0 11,057 10,641
AM Peak Hour 07:45 06:45 07:30 16:45 16:45 16:45
AM Pk Volume 937 1172 1964 1230 1075 2305
Pk Hr Factor 0.891 0.872 0.858 0.915 0.790 0.903
7 - 9 Volume 0 0 1603 1966 3569 0 0 2322 1895 4217
7 - 9 Peak Hour 07:45 07:00 07:30 16:45 16:45 16:45
7 - 9 Pk Volume 0 0 937 1145 1964 0 0 1230 1075 2305
Pk Hr Factor 0.000 0.000 0.891 0.926 0.858 0.000 0.000 0.915 0.790 0.903
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
16:1516:30
14:0014:1514:30
5/7/2019
14:4515:00
DAILY TOTALS
PM Period
16:4517:0017:15
Tuesday
17:3017:45
15:1515:3015:4516:00
18:0018:1518:3018:4519:0019:15
Cannon Rd Bet. Legoland Dr & Faraday Ave
21:3021:4522:00
Total21,698
19:3019:4520:0020:15
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
TOTAL
23:45
TOTALS
Total21,698
DAILY TOTALS
21:0021:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Oct. 20, 2020 Item #4 Page 283 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_021
NB SB EB WB
0 0 11,304 10,681
AM Period NB SB EB WB NB SB EB WB
00:00 19 11 30 145 149 294 00:15 15 5 20 125 161 28600:30 9 5 14 150 151 30100:45 7 50 10 31 17 81 141 561 155 616 296 117701:00 7 3 10 162 132 29401:15 3 4 7 159 161 32001:30 4 2 6 135 177 31201:45 3 17 0 9 3 26 169 625 167 637 336 126202:00 4 0 4 175 155 330 02:15 2 3 5 153 132 285 02:30 2 3 5 154 166 320 02:45 3 11 2 8 5 19 209 691 221 674 430 136503:00 3 5 8 249 179 428 03:15 4 3 7 203 193 396 03:30 6 5 11 238 171 409 03:45 6 19 14 27 20 46 225 915 180 723 405 163804:00 1 12 13 256 224 480 04:15 4 8 12 263 190 453 04:30 8 23 31 298 236 534 04:45 18 31 31 74 49 105 294 1111 256 906 550 201705:00 17 32 49 355 303 658 05:15 20 44 64 317 301 618 05:30 27 64 91 337 231 568 05:45 49 113 88 228 137 341 280 1289 186 1021 466 231006:00 37 117 154 270 172 442 06:15 56 190 246 240 132 372 06:30 74 258 332 190 95 285 06:45 100 267 312 877 412 1144 135 835 94 493 229 132807:00 110 267 377 166 75 241 07:15 154 241 395 128 63 191 07:30 206 262 468 123 59 182 07:45 291 761 260 1030 551 1791 115 532 45 242 160 77408:00 272 228 500 111 59 170 08:15 254 256 510 110 42 152 08:30 227 173 400 104 36 140 08:45 209 962 199 856 408 1818 94 419 36 173 130 59209:00 178 170 348 94 69 163 09:15 139 162 301 84 49 133 09:30 147 136 283 62 25 87 09:45 126 590 146 614 272 1204 78 318 15 158 93 47610:00 108 169 277 49 11 60 10:15 104 143 247 49 12 61 10:30 99 125 224 48 11 59 10:45 124 435 134 571 258 1006 54 200 18 52 72 25211:00 94 158 252 42 13 55 11:15 77 137 214 30 11 41 11:30 120 174 294 18 8 26 11:45 154 445 154 623 308 1068 17 107 6 38 23 145
TOTALS 3701 4948 8649 7603 5733 13336
SPLIT %42.8%57.2%39.3%57.0%43.0%60.7%
NB SB EB WB
0 0 11,304 10,681
AM Peak Hour 07:45 06:45 07:30 16:45 16:30 16:45
AM Pk Volume 1044 1082 2029 1303 1096 2394
Pk Hr Factor 0.897 0.867 0.921 0.918 0.904 0.910
7 - 9 Volume 0 0 1723 1886 3609 0 0 2400 1927 4327
7 - 9 Peak Hour 07:45 07:00 07:30 16:45 16:30 16:45
7 - 9 Pk Volume 0 0 1044 1030 2029 0 0 1303 1096 2394
Pk Hr Factor 0.000 0.000 0.897 0.964 0.921 0.000 0.000 0.918 0.904 0.910
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total21,985
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
Cannon Rd Bet. Legoland Dr & Faraday Ave
Wednesday
5/8/2019
DAILY TOTALS Total21,985
Oct. 20, 2020 Item #4 Page 284 of 360
Project #:CA19_4201_021 City:Carlsbad
Location:Date:5/7/2019Cannon Rd Bet. Legoland Dr & Faraday Ave
Prepared by NDS/ATD
0
200
400
600
800
1000
1200
1400
00
:
0
0
01
:
0
0
02
:
0
0
03
:
0
0
04
:
0
0
05
:
0
0
06
:
0
0
07
:
0
0
08
:
0
0
09
:
0
0
10
:
0
0
11
:
0
0
12
:
0
0
13
:
0
0
14
:
0
0
15
:
0
0
16
:
0
0
17
:
0
0
18
:
0
0
19
:
0
0
20
:
0
0
21
:
0
0
22
:
0
0
23
:
0
0
Ve
h
i
c
l
e
s
NB SB EB WB
Oct. 20, 2020 Item #4 Page 285 of 360
Project #:CA19_4201_021 City:Carlsbad
Location:Date:5/8/2019
Prepared by NDS/ATD
Cannon Rd Bet. Legoland Dr & Faraday Ave
0
200
400
600
800
1000
1200
1400
00
:
0
0
01
:
0
0
02
:
0
0
03
:
0
0
04
:
0
0
05
:
0
0
06
:
0
0
07
:
0
0
08
:
0
0
09
:
0
0
10
:
0
0
11
:
0
0
12
:
0
0
13
:
0
0
14
:
0
0
15
:
0
0
16
:
0
0
17
:
0
0
18
:
0
0
19
:
0
0
20
:
0
0
21
:
0
0
22
:
0
0
23
:
0
0
Ve
h
i
c
l
e
s
NB SB EB WB
Oct. 20, 2020 Item #4 Page 286 of 360
MIDBLOCK COUNT SUMMARY
Number: 28
Location: Cannon Road
Between Faraday Ave and El Camino Real
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 287 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_022
NB SB EB WB
0 0 7,652 8,353
AM Period NB SB EB WB NB SB EB WB
00:00 14 4 18 97 105 202 00:15 12 4 16 96 121 21700:30 8 4 12 102 104 20600:45 8 42 6 18 14 60 77 372 120 450 197 82201:00 6 1 7 112 98 21001:15 2 3 5 97 121 21801:30 4 0 4 88 166 25401:45 3 15 1 5 4 20 104 401 113 498 217 89902:00 4 0 4 128 92 220 02:15 4 2 6 100 115 215 02:30 1 2 3 136 126 262 02:45 2 11 4 8 6 19 135 499 177 510 312 100903:00 2 3 5 211 113 324 03:15 2 3 5 152 125 277 03:30 2 3 5 222 88 310 03:45 4 10 13 22 17 32 189 774 113 439 302 121304:00 0 10 10 216 108 324 04:15 2 7 9 211 107 318 04:30 3 27 30 254 114 368 04:45 8 13 27 71 35 84 235 916 121 450 356 136605:00 6 35 41 321 130 451 05:15 6 37 43 266 101 367 05:30 7 56 63 323 95 418 05:45 15 34 84 212 99 246 238 1148 91 417 329 156506:00 14 106 120 231 100 331 06:15 22 198 220 184 92 276 06:30 39 273 312 141 71 212 06:45 38 113 329 906 367 1019 96 652 48 311 144 96307:00 57 248 305 124 48 172 07:15 51 237 288 89 54 143 07:30 73 262 335 98 54 152 07:45 116 297 308 1055 424 1352 85 396 37 193 122 58908:00 129 267 396 88 41 129 08:15 77 275 352 76 41 117 08:30 71 199 270 75 36 111 08:45 64 341 189 930 253 1271 69 308 47 165 116 47309:00 80 158 238 61 74 135 09:15 57 144 201 67 49 116 09:30 71 119 190 41 32 73 09:45 68 276 135 556 203 832 61 230 17 172 78 40210:00 68 133 201 38 16 54 10:15 57 114 171 32 16 48 10:30 63 100 163 31 9 40 10:45 73 261 119 466 192 727 28 129 16 57 44 18611:00 82 110 192 26 13 39 11:15 63 109 172 19 7 26 11:30 92 101 193 13 6 19 11:45 107 344 91 411 198 755 12 70 5 31 17 101
TOTALS 1757 4660 6417 5895 3693 9588
SPLIT %27.4%72.6%40.1%61.5%38.5%59.9%
NB SB EB WB
0 0 7,652 8,353
AM Peak Hour 11:45 07:30 07:30 17:00 14:30 16:45
AM Pk Volume 402 1112 1507 1148 541 1592
Pk Hr Factor 0.939 0.903 0.889 0.889 0.764 0.882
7 - 9 Volume 0 0 638 1985 2623 0 0 2064 867 2931
7 - 9 Peak Hour 07:30 07:30 07:30 17:00 16:15 16:45
7 - 9 Pk Volume 0 0 395 1112 1507 0 0 1148 472 1592
Pk Hr Factor 0.000 0.000 0.766 0.903 0.889 0.000 0.000 0.889 0.908 0.882
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
16:1516:30
14:0014:1514:30
5/8/2019
14:4515:00
DAILY TOTALS
PM Period
16:4517:0017:15
Wednesday
17:3017:45
15:1515:3015:4516:00
18:0018:1518:3018:4519:0019:15
Cannon Rd Bet. Faraday Ave & El Camino Real
21:3021:4522:00
Total16,005
19:3019:4520:0020:15
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
TOTAL
23:45
TOTALS
Total16,005
DAILY TOTALS
21:0021:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Oct. 20, 2020 Item #4 Page 288 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_022
NB SB EB WB
0 0 7,375 8,099
AM Period NB SB EB WB NB SB EB WB
00:00 10 5 15 98 92 190 00:15 11 4 15 98 89 18700:30 4 7 11 94 104 19800:45 6 31 5 21 11 52 83 373 112 397 195 77001:00 5 2 7 115 107 22201:15 6 1 7 101 116 21701:30 2 0 2 99 145 24401:45 4 17 0 3 4 20 111 426 119 487 230 91302:00 3 1 4 116 102 218 02:15 2 5 7 134 91 225 02:30 4 2 6 131 138 269 02:45 1 10 3 11 4 21 124 505 130 461 254 96603:00 2 3 5 168 111 279 03:15 2 5 7 167 113 280 03:30 1 4 5 177 88 265 03:45 3 8 12 24 15 32 183 695 105 417 288 111204:00 4 8 12 221 79 300 04:15 3 5 8 199 109 308 04:30 2 24 26 271 114 385 04:45 7 16 41 78 48 94 227 918 113 415 340 133305:00 4 30 34 290 108 398 05:15 8 43 51 304 123 427 05:30 11 73 84 266 76 342 05:45 9 32 77 223 86 255 217 1077 80 387 297 146406:00 14 136 150 204 79 283 06:15 27 163 190 142 75 217 06:30 30 277 307 149 59 208 06:45 52 123 311 887 363 1010 111 606 53 266 164 87207:00 117 291 408 110 51 161 07:15 59 300 359 84 53 137 07:30 73 314 387 84 44 128 07:45 67 316 329 1234 396 1550 82 360 48 196 130 55608:00 73 250 323 94 34 128 08:15 68 195 263 96 40 136 08:30 82 232 314 69 26 95 08:45 61 284 205 882 266 1166 52 311 29 129 81 44009:00 61 147 208 61 27 88 09:15 50 151 201 74 29 103 09:30 63 141 204 52 26 78 09:45 54 228 129 568 183 796 44 231 21 103 65 33410:00 70 116 186 37 14 51 10:15 75 97 172 29 16 45 10:30 78 121 199 24 11 35 10:45 72 295 85 419 157 714 31 121 6 47 37 16811:00 73 85 158 20 17 37 11:15 69 118 187 13 11 24 11:30 91 107 198 23 6 29 11:45 85 318 93 403 178 721 18 74 7 41 25 115
TOTALS 1678 4753 6431 5697 3346 9043
SPLIT %26.1%73.9%41.6%63.0%37.0%58.4%
NB SB EB WB
0 0 7,375 8,099
AM Peak Hour 11:45 07:00 07:00 16:30 14:30 16:30
AM Pk Volume 375 1234 1550 1092 492 1550
Pk Hr Factor 0.957 0.938 0.950 0.898 0.891 0.907
7 - 9 Volume 0 0 600 2116 2716 0 0 1995 802 2797
7 - 9 Peak Hour 07:00 07:00 07:00 16:30 16:30 16:30
7 - 9 Pk Volume 0 0 316 1234 1550 0 0 1092 458 1550
Pk Hr Factor 0.000 0.000 0.675 0.938 0.950 0.000 0.000 0.898 0.931 0.907
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total15,474
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
Cannon Rd Bet. Faraday Ave & El Camino Real
Thursday
5/9/2019
DAILY TOTALS Total15,474
Oct. 20, 2020 Item #4 Page 289 of 360
Project #:CA19_4201_022 City:Carlsbad
Location:Date:5/8/2019Cannon Rd Bet. Faraday Ave & El Camino
Prepared by NDS/ATD
0
200
400
600
800
1000
1200
1400
00
:
0
0
01
:
0
0
02
:
0
0
03
:
0
0
04
:
0
0
05
:
0
0
06
:
0
0
07
:
0
0
08
:
0
0
09
:
0
0
10
:
0
0
11
:
0
0
12
:
0
0
13
:
0
0
14
:
0
0
15
:
0
0
16
:
0
0
17
:
0
0
18
:
0
0
19
:
0
0
20
:
0
0
21
:
0
0
22
:
0
0
23
:
0
0
Ve
h
i
c
l
e
s
NB SB EB WB
Oct. 20, 2020 Item #4 Page 290 of 360
Project #:CA19_4201_022 City:Carlsbad
Location:Date:5/9/2019
Prepared by NDS/ATD
Cannon Rd Bet. Faraday Ave & El Camino
0
200
400
600
800
1000
1200
1400
00
:
0
0
01
:
0
0
02
:
0
0
03
:
0
0
04
:
0
0
05
:
0
0
06
:
0
0
07
:
0
0
08
:
0
0
09
:
0
0
10
:
0
0
11
:
0
0
12
:
0
0
13
:
0
0
14
:
0
0
15
:
0
0
16
:
0
0
17
:
0
0
18
:
0
0
19
:
0
0
20
:
0
0
21
:
0
0
22
:
0
0
23
:
0
0
Ve
h
i
c
l
e
s
NB SB EB WB
Oct. 20, 2020 Item #4 Page 291 of 360
MIDBLOCK COUNT SUMMARY
Number: 29
Location: Cannon Road
Between El Camino Real and College Boulevard
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 292 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_023
NB SB EB WB
0 0 11,873 12,015
AM Period NB SB EB WB NB SB EB WB
00:00 0 0 28 5 33 0 0 173 129 302 00:15 0 0 14 5 19 0 0 147 120 26700:30 0 0 6 10 16 0 0 136 159 29500:45 0 0 5 53 2 22 7 75 0 0 152 608 161 569 313 117701:00 0 0 10 4 14 0 0 122 160 28201:15 0 0 6 1 7 0 0 148 267 41501:30 0 0 10 1 11 0 0 146 201 34701:45 0 0 6 32 3 9 9 41 0 0 159 575 150 778 309 135302:00 0 0 6 3 9 0 0 172 149 321 02:15 0 0 2 4 6 0 0 211 145 356 02:30 0 0 5 6 11 0 0 302 228 530 02:45 0 0 5 18 7 20 12 38 0 0 286 971 311 833 597 180403:00 0 0 2 4 6 0 0 248 205 453 03:15 0 0 6 5 11 0 0 241 245 486 03:30 0 0 4 11 15 0 0 285 185 470 03:45 0 0 4 16 20 40 24 56 0 0 306 1080 196 831 502 191104:00 0 0 7 26 33 0 0 356 136 492 04:15 0 0 4 36 40 0 0 399 128 527 04:30 0 0 5 49 54 0 0 389 166 555 04:45 0 0 7 23 78 189 85 212 0 0 395 1539 137 567 532 210605:00 0 0 11 56 67 0 0 426 141 567 05:15 0 0 11 91 102 0 0 432 154 586 05:30 0 0 12 141 153 0 0 444 116 560 05:45 0 0 21 55 219 507 240 562 0 0 371 1673 131 542 502 221506:00 0 0 37 172 209 0 0 306 105 411 06:15 0 0 34 248 282 0 0 227 102 329 06:30 0 0 51 327 378 0 0 200 92 292 06:45 0 0 154 276 403 1150 557 1426 0 0 192 925 93 392 285 131707:00 0 0 324 359 683 0 0 172 68 240 07:15 0 0 164 472 636 0 0 167 57 224 07:30 0 0 86 442 528 0 0 138 72 210 07:45 0 0 133 707 385 1658 518 2365 0 0 133 610 71 268 204 87808:00 0 0 93 346 439 0 0 103 51 154 08:15 0 0 100 319 419 0 0 113 81 194 08:30 0 0 119 260 379 0 0 110 63 173 08:45 0 0 113 425 294 1219 407 1644 0 0 82 408 32 227 114 63509:00 0 0 96 232 328 0 0 75 38 113 09:15 0 0 77 214 291 0 0 90 48 138 09:30 0 0 102 214 316 0 0 67 34 101 09:45 0 0 90 365 175 835 265 1200 0 0 64 296 40 160 104 45610:00 0 0 97 128 225 0 0 63 28 91 10:15 0 0 88 135 223 0 0 47 14 61 10:30 0 0 112 136 248 0 0 40 17 57 10:45 0 0 98 395 135 534 233 929 0 0 45 195 14 73 59 26811:00 0 0 115 129 244 0 0 47 23 70 11:15 0 0 112 129 241 0 0 33 14 47 11:30 0 0 117 148 265 0 0 33 10 43 11:45 0 0 144 488 132 538 276 1026 0 0 27 140 7 54 34 194
TOTALS 2853 6721 9574 9020 5294 14314
SPLIT %29.8%70.2%40.1%63.0%37.0%59.9%
NB SB EB WB
0 0 11,873 12,015
AM Peak Hour 06:45 06:45 06:45 16:45 14:30 16:45
AM Pk Volume 728 1676 2404 1697 989 2245
Pk Hr Factor 0.562 0.888 0.880 0.956 0.795 0.958
7 - 9 Volume 0 0 1132 2877 4009 0 0 3212 1109 4321
7 - 9 Peak Hour 07:00 07:00 07:00 16:45 16:30 16:45
7 - 9 Pk Volume 0 0 707 1658 2365 0 0 1697 598 2245
Pk Hr Factor 0.000 0.000 0.546 0.878 0.866 0.000 0.000 0.956 0.901 0.958
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
16:1516:30
14:0014:1514:30
5/7/2019
14:4515:00
DAILY TOTALS
PM Period
16:4517:0017:15
Tuesday
17:3017:45
15:1515:3015:4516:00
18:0018:1518:3018:4519:0019:15
Cannon Rd Bet. El Camino Real & College Blvd
21:3021:4522:00
Total23,888
19:3019:4520:0020:15
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
TOTAL
23:45
TOTALS
Total23,888
DAILY TOTALS
21:0021:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Oct. 20, 2020 Item #4 Page 293 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_023
NB SB EB WB
0 0 12,449 12,228
AM Period NB SB EB WB NB SB EB WB
00:00 0 0 24 7 31 0 0 182 159 341 00:15 0 0 9 7 16 0 0 134 163 29700:30 0 0 9 4 13 0 0 143 155 29800:45 0 0 8 50 2 20 10 70 0 0 124 583 141 618 265 120101:00 0 0 7 7 14 0 0 162 162 32401:15 0 0 6 4 10 0 0 163 158 32101:30 0 0 9 2 11 0 0 157 264 42101:45 0 0 5 27 0 13 5 40 0 0 184 666 185 769 369 143502:00 0 0 4 2 6 0 0 218 147 365 02:15 0 0 5 5 10 0 0 204 156 360 02:30 0 0 0 2 2 0 0 299 241 540 02:45 0 0 1 10 11 20 12 30 0 0 342 1063 254 798 596 186103:00 0 0 5 5 10 0 0 259 182 441 03:15 0 0 3 5 8 0 0 308 179 487 03:30 0 0 6 9 15 0 0 316 151 467 03:45 0 0 4 18 22 41 26 59 0 0 336 1219 183 695 519 191404:00 0 0 4 19 23 0 0 360 153 513 04:15 0 0 4 36 40 0 0 400 164 564 04:30 0 0 10 53 63 0 0 405 157 562 04:45 0 0 8 26 77 185 85 211 0 0 396 1561 182 656 578 221705:00 0 0 12 66 78 0 0 424 138 562 05:15 0 0 8 75 83 0 0 465 143 608 05:30 0 0 15 155 170 0 0 427 136 563 05:45 0 0 15 50 235 531 250 581 0 0 368 1684 138 555 506 223906:00 0 0 28 161 189 0 0 323 149 472 06:15 0 0 41 244 285 0 0 303 120 423 06:30 0 0 60 322 382 0 0 237 116 353 06:45 0 0 77 206 374 1101 451 1307 0 0 186 1049 80 465 266 151407:00 0 0 95 370 465 0 0 185 71 256 07:15 0 0 74 346 420 0 0 149 67 216 07:30 0 0 95 356 451 0 0 132 73 205 07:45 0 0 196 460 386 1458 582 1918 0 0 115 581 64 275 179 85608:00 0 0 342 351 693 0 0 116 63 179 08:15 0 0 178 411 589 0 0 106 78 184 08:30 0 0 97 330 427 0 0 122 82 204 08:45 0 0 97 714 295 1387 392 2101 0 0 94 438 70 293 164 73109:00 0 0 119 223 342 0 0 102 117 219 09:15 0 0 122 215 337 0 0 88 63 151 09:30 0 0 106 186 292 0 0 50 44 94 09:45 0 0 83 430 201 825 284 1255 0 0 73 313 36 260 109 57310:00 0 0 98 174 272 0 0 62 17 79 10:15 0 0 107 144 251 0 0 44 17 61 10:30 0 0 89 135 224 0 0 59 25 84 10:45 0 0 122 416 146 599 268 1015 0 0 40 205 26 85 66 29011:00 0 0 124 141 265 0 0 51 16 67 11:15 0 0 133 120 253 0 0 25 11 36 11:30 0 0 132 125 257 0 0 31 7 38 11:45 0 0 156 545 150 536 306 1081 0 0 28 135 9 43 37 178
TOTALS 2952 6716 9668 9497 5512 15009
SPLIT %30.5%69.5%39.2%63.3%36.7%60.8%
NB SB EB WB
0 0 12,449 12,228
AM Peak Hour 07:45 07:30 07:30 16:45 14:30 16:45
AM Pk Volume 813 1504 2315 1712 856 2311
Pk Hr Factor 0.594 0.915 0.835 0.920 0.843 0.950
7 - 9 Volume 0 0 1174 2845 4019 0 0 3245 1211 4456
7 - 9 Peak Hour 07:45 07:30 07:30 16:45 16:00 16:45
7 - 9 Pk Volume 0 0 813 1504 2315 0 0 1712 656 2311
Pk Hr Factor 0.000 0.000 0.594 0.915 0.835 0.000 0.000 0.920 0.901 0.950
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total24,677
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
Cannon Rd Bet. El Camino Real & College Blvd
Wednesday
5/8/2019
DAILY TOTALS Total24,677
Oct. 20, 2020 Item #4 Page 294 of 360
Project #:CA19_4201_023 City:Carlsbad
Location:Date:5/7/2019Cannon Rd Bet. El Camino Real & College
Prepared by NDS/ATD
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Oct. 20, 2020 Item #4 Page 295 of 360
Project #:CA19_4201_023 City:Carlsbad
Location:Date:5/8/2019
Prepared by NDS/ATD
Cannon Rd Bet. El Camino Real & College
0
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Oct. 20, 2020 Item #4 Page 296 of 360
MIDBLOCK COUNT SUMMARY
Number: 30
Location: Palomar Airport Road
Between Carlsbad Blvd and Avenida Encinas
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 297 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_026
NB SB EB WB
0 0 2,513 4,362
AM Period NB SB EB WB NB SB EB WB
00:00 0 3 3 47 79 126 00:15 0 2 2 58 68 12600:30 0 2 2 41 76 11700:45 1 1 2 9 3 10 38 184 74 297 112 48101:00 2 3 5 39 79 11801:15 0 0 0 48 66 11401:30 3 1 4 55 78 13301:45 2 7 4 8 6 15 50 192 85 308 135 50002:00 1 1 2 33 65 98 02:15 0 1 1 44 79 123 02:30 1 2 3 46 71 117 02:45 0 2 1 5 1 7 31 154 88 303 119 45703:00 3 0 3 40 79 119 03:15 0 2 2 48 74 122 03:30 0 0 0 40 86 126 03:45 3 6 0 2 3 8 58 186 84 323 142 50904:00 1 0 1 40 115 155 04:15 2 0 2 50 110 160 04:30 1 2 3 36 122 158 04:45 6 10 3 5 9 15 40 166 87 434 127 60005:00 1 7 8 24 116 140 05:15 5 10 15 37 113 150 05:30 11 13 24 36 107 143 05:45 20 37 12 42 32 79 37 134 148 484 185 61806:00 20 21 41 38 94 132 06:15 32 17 49 34 89 123 06:30 53 37 90 30 81 111 06:45 52 157 59 134 111 291 41 143 64 328 105 47107:00 47 75 122 29 51 80 07:15 61 80 141 22 51 73 07:30 65 63 128 20 44 64 07:45 48 221 63 281 111 502 27 98 35 181 62 27908:00 55 53 108 17 33 50 08:15 44 68 112 22 47 69 08:30 47 42 89 16 21 37 08:45 52 198 45 208 97 406 19 74 17 118 36 19209:00 36 56 92 14 19 33 09:15 40 49 89 8 23 31 09:30 36 46 82 14 16 30 09:45 35 147 48 199 83 346 9 45 17 75 26 12010:00 42 66 108 7 18 25 10:15 33 44 77 7 14 21 10:30 40 64 104 3 11 14 10:45 32 147 58 232 90 379 6 23 7 50 13 7311:00 38 85 123 5 9 14 11:15 39 76 115 8 5 13 11:30 39 75 114 5 6 11 11:45 45 161 74 310 119 471 2 20 6 26 8 46
TOTALS 1094 1435 2529 1419 2927 4346
SPLIT %43.3%56.7%36.8%32.7%67.3%63.2%
NB SB EB WB
0 0 2,513 4,362
AM Peak Hour 07:15 11:00 06:45 13:00 17:00 17:00
AM Pk Volume 229 310 502 192 484 618
Pk Hr Factor 0.881 0.912 0.890 0.873 0.818 0.835
7 - 9 Volume 0 0 419 489 908 0 0 300 918 1218
7 - 9 Peak Hour 07:15 07:00 07:00 16:00 17:00 17:00
7 - 9 Pk Volume 0 0 229 281 502 0 0 166 484 618
Pk Hr Factor 0.000 0.000 0.881 0.878 0.890 0.000 0.000 0.830 0.818 0.835
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total6,875
DAILY TOTALS
21:0021:15
20:30
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
Palomar Airport Rd Bet. Carlsbad Blvd & Avenida Encinas
21:3021:4522:00
Total6,875
19:3019:4520:0020:15
18:0018:1518:3018:4519:0019:15
16:4517:0017:15
Wednesday
17:3017:45
15:1515:3015:4516:0016:1516:30
14:0014:1514:30
5/8/2019
14:4515:00
DAILY TOTALS
PM Period
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
Oct. 20, 2020 Item #4 Page 298 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_026
NB SB EB WB
0 0 2,331 4,546
AM Period NB SB EB WB NB SB EB WB
00:00 2 4 6 33 65 98 00:15 3 2 5 45 74 11900:30 3 8 11 46 68 11400:45 1 9 1 15 2 24 36 160 78 285 114 44501:00 0 2 2 38 61 9901:15 3 1 4 39 76 11501:30 1 2 3 41 75 11601:45 3 7 1 6 4 13 34 152 72 284 106 43602:00 3 0 3 43 62 105 02:15 2 3 5 25 56 81 02:30 1 1 2 28 81 109 02:45 0 6 0 4 0 10 34 130 84 283 118 41303:00 1 2 3 50 86 136 03:15 0 0 0 44 79 123 03:30 0 0 0 47 81 128 03:45 2 3 0 2 2 5 38 179 86 332 124 51104:00 1 1 2 32 80 112 04:15 0 3 3 30 109 139 04:30 2 1 3 32 108 140 04:45 6 9 1 6 7 15 43 137 84 381 127 51805:00 3 7 10 27 122 149 05:15 1 3 4 49 117 166 05:30 10 8 18 37 117 154 05:45 9 23 11 29 20 52 31 144 123 479 154 62306:00 19 11 30 46 104 150 06:15 20 17 37 39 99 138 06:30 31 35 66 45 86 131 06:45 58 128 59 122 117 250 30 160 64 353 94 51307:00 55 76 131 24 77 101 07:15 46 139 185 37 43 80 07:30 59 129 188 26 57 83 07:45 51 211 70 414 121 625 22 109 48 225 70 33408:00 41 74 115 28 31 59 08:15 35 85 120 23 39 62 08:30 54 83 137 23 26 49 08:45 28 158 64 306 92 464 14 88 22 118 36 20609:00 28 49 77 27 19 46 09:15 26 62 88 19 13 32 09:30 36 55 91 13 18 31 09:45 32 122 52 218 84 340 14 73 12 62 26 13510:00 37 62 99 5 25 30 10:15 41 55 96 9 13 22 10:30 35 71 106 4 12 16 10:45 29 142 51 239 80 381 8 26 13 63 21 8911:00 39 65 104 5 7 12 11:15 29 90 119 3 10 13 11:30 39 68 107 4 3 7 11:45 33 140 72 295 105 435 3 15 5 25 8 40
TOTALS 958 1656 2614 1373 2890 4263
SPLIT %36.6%63.4%38.0%32.2%67.8%62.0%
NB SB EB WB
0 0 2,331 4,546
AM Peak Hour 06:45 07:00 07:00 15:00 17:00 17:15
AM Pk Volume 218 414 625 179 479 624
Pk Hr Factor 0.924 0.745 0.831 0.895 0.974 0.940
7 - 9 Volume 0 0 369 720 1089 0 0 281 860 1141
7 - 9 Peak Hour 07:00 07:00 07:00 16:45 17:00 17:00
7 - 9 Pk Volume 0 0 211 414 625 0 0 156 479 623
Pk Hr Factor 0.000 0.000 0.894 0.745 0.831 0.000 0.000 0.796 0.974 0.938
Prepared by NDS/ATDVOLUME
Palomar Airport Rd Bet. Carlsbad Blvd & Avenida Encinas
Thursday
5/9/2019
DAILY TOTALS Total6,877
TOTAL PM Period TOTAL
12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15
SPLIT %
21:3021:4522:0022:1522:3022:45
DAILY TOTALS Total6,877
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
Oct. 20, 2020 Item #4 Page 299 of 360
Project #:CA19_4201_026 City:Carlsbad
Location:Date:5/8/2019Palomar Airport Rd Bet. Carlsbad Blvd &
Prepared by NDS/ATD
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Oct. 20, 2020 Item #4 Page 300 of 360
Project #:CA19_4201_026 City:Carlsbad
Location:Date:5/9/2019
Prepared by NDS/ATD
Palomar Airport Rd Bet. Carlsbad Blvd &
0
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Oct. 20, 2020 Item #4 Page 301 of 360
MIDBLOCK COUNT SUMMARY
Number: 31
Location: Palomar Airport Road
Between Avenida Encinas and Paso del Norte
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 302 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_027
NB SB EB WB
0 0 13,713 12,222
AM Period NB SB EB WB NB SB EB WB
00:00 16 16 32 325 218 543 00:15 25 16 41 294 187 48100:30 20 9 29 268 196 46400:45 13 74 17 58 30 132 250 1137 228 829 478 196601:00 23 5 28 238 197 43501:15 7 3 10 281 161 44201:30 13 16 29 244 186 43001:45 10 53 6 30 16 83 244 1007 207 751 451 175802:00 15 6 21 234 174 408 02:15 6 5 11 238 176 414 02:30 6 12 18 250 184 434 02:45 2 29 4 27 6 56 214 936 199 733 413 166903:00 7 5 12 233 186 419 03:15 2 4 6 207 194 401 03:30 6 6 12 261 217 478 03:45 10 25 7 22 17 47 228 929 204 801 432 173004:00 7 4 11 299 199 498 04:15 10 5 15 257 216 473 04:30 15 17 32 327 190 517 04:45 19 51 28 54 47 105 285 1168 217 822 502 199005:00 25 48 73 373 201 574 05:15 19 39 58 319 246 565 05:30 37 74 111 299 207 506 05:45 53 134 99 260 152 394 268 1259 284 938 552 219706:00 57 92 149 260 166 426 06:15 94 115 209 201 173 374 06:30 98 127 225 216 163 379 06:45 142 391 187 521 329 912 221 898 159 661 380 155907:00 156 218 374 198 111 309 07:15 156 257 413 148 92 240 07:30 180 243 423 134 100 234 07:45 163 655 243 961 406 1616 142 622 106 409 248 103108:00 161 200 361 180 95 275 08:15 135 269 404 149 98 247 08:30 169 221 390 143 64 207 08:45 191 656 250 940 441 1596 103 575 75 332 178 90709:00 160 214 374 122 69 191 09:15 161 188 349 71 63 134 09:30 202 204 406 89 56 145 09:45 194 717 205 811 399 1528 67 349 64 252 131 60110:00 191 169 360 52 38 90 10:15 159 178 337 56 45 101 10:30 218 194 412 53 37 90 10:45 186 754 201 742 387 1496 51 212 29 149 80 36111:00 223 220 443 33 37 70 11:15 236 303 539 42 20 62 11:30 230 306 536 24 25 49 11:45 268 957 195 1024 463 1981 26 125 13 95 39 220
TOTALS 4496 5450 9946 9217 6772 15989
SPLIT %45.2%54.8%38.3%57.6%42.4%61.7%
NB SB EB WB
0 0 13,713 12,222
AM Peak Hour 11:45 10:45 11:15 16:30 17:00 17:00
AM Pk Volume 1155 1030 2081 1304 938 2197
Pk Hr Factor 0.888 0.842 0.958 0.874 0.826 0.957
7 - 9 Volume 0 0 1311 1901 3212 0 0 2427 1760 4187
7 - 9 Peak Hour 07:15 07:00 07:00 16:30 17:00 17:00
7 - 9 Pk Volume 0 0 660 961 1616 0 0 1304 938 2197
Pk Hr Factor 0.000 0.000 0.917 0.935 0.955 0.000 0.000 0.874 0.826 0.957
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total25,935
DAILY TOTALS
21:0021:15
20:30
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
Palomar Airport Rd Bet. Avenida Encinas & Paseo Del Norte
21:3021:4522:00
Total25,935
19:3019:4520:0020:15
18:0018:1518:3018:4519:0019:15
16:4517:0017:15
Wednesday
17:3017:45
15:1515:3015:4516:0016:1516:30
14:0014:1514:30
5/8/2019
14:4515:00
DAILY TOTALS
PM Period
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
Oct. 20, 2020 Item #4 Page 303 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_027
NB SB EB WB
0 0 10,634 12,693
AM Period NB SB EB WB NB SB EB WB
00:00 12 9 21 226 211 437 00:15 14 11 25 220 203 42300:30 11 23 34 206 203 40900:45 14 51 11 54 25 105 221 873 201 818 422 169101:00 12 7 19 200 220 42001:15 7 5 12 228 207 43501:30 10 4 14 208 176 38401:45 9 38 7 23 16 61 202 838 200 803 402 164102:00 10 2 12 219 194 413 02:15 2 9 11 190 184 374 02:30 6 11 17 191 206 397 02:45 7 25 7 29 14 54 221 821 217 801 438 162203:00 2 8 10 197 185 382 03:15 8 11 19 198 202 400 03:30 6 7 13 202 208 410 03:45 17 33 9 35 26 68 174 771 200 795 374 156604:00 5 6 11 220 193 413 04:15 11 11 22 212 224 436 04:30 11 20 31 256 192 448 04:45 10 37 28 65 38 102 250 938 218 827 468 176505:00 8 35 43 238 211 449 05:15 21 30 51 261 256 517 05:30 26 44 70 241 207 448 05:45 35 90 93 202 128 292 211 951 210 884 421 183506:00 50 87 137 201 191 392 06:15 54 98 152 174 219 393 06:30 71 128 199 178 149 327 06:45 92 267 192 505 284 772 155 708 121 680 276 138807:00 99 213 312 155 159 314 07:15 107 380 487 132 113 245 07:30 128 364 492 132 116 248 07:45 99 433 355 1312 454 1745 107 526 85 473 192 99908:00 102 299 401 112 96 208 08:15 109 323 432 104 99 203 08:30 130 281 411 104 84 188 08:45 132 473 239 1142 371 1615 62 382 89 368 151 75009:00 119 216 335 82 87 169 09:15 117 205 322 76 55 131 09:30 140 180 320 71 54 125 09:45 130 506 178 779 308 1285 71 300 50 246 121 54610:00 138 193 331 67 51 118 10:15 132 184 316 33 32 65 10:30 139 177 316 34 35 69 10:45 180 589 198 752 378 1341 41 175 40 158 81 33311:00 173 179 352 35 25 60 11:15 177 195 372 20 21 41 11:30 181 218 399 28 36 64 11:45 175 706 254 846 429 1552 20 103 14 96 34 199
TOTALS 3248 5744 8992 7386 6949 14335
SPLIT %36.1%63.9%38.5%51.5%48.5%61.5%
NB SB EB WB
0 0 10,634 12,693
AM Peak Hour 11:45 07:15 07:15 16:30 16:45 16:30
AM Pk Volume 827 1398 1834 1005 892 1882
Pk Hr Factor 0.915 0.920 0.932 0.963 0.871 0.910
7 - 9 Volume 0 0 906 2454 3360 0 0 1889 1711 3600
7 - 9 Peak Hour 08:00 07:15 07:15 16:30 16:45 16:30
7 - 9 Pk Volume 0 0 473 1398 1834 0 0 1005 892 1882
Pk Hr Factor 0.000 0.000 0.896 0.920 0.932 0.000 0.000 0.963 0.871 0.910
Prepared by NDS/ATDVOLUME
Palomar Airport Rd Bet. Avenida Encinas & Paseo Del Norte
Thursday
5/9/2019
DAILY TOTALS Total23,327
TOTAL PM Period TOTAL
12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15
SPLIT %
21:3021:4522:0022:1522:3022:45
DAILY TOTALS Total23,327
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
Oct. 20, 2020 Item #4 Page 304 of 360
Project #:CA19_4201_027 City:Carlsbad
Location:Date:5/8/2019Palomar Airport Rd Bet. Avenida Encinas &
Prepared by NDS/ATD
0
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Oct. 20, 2020 Item #4 Page 305 of 360
Project #:CA19_4201_027 City:Carlsbad
Location:Date:5/9/2019
Prepared by NDS/ATD
Palomar Airport Rd Bet. Avenida Encinas &
0
200
400
600
800
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1200
1400
00
:
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Oct. 20, 2020 Item #4 Page 306 of 360
MIDBLOCK COUNT SUMMARY
Number: 32
Location: Palomar Airport Road
Between Paseo del Norte and Armada
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 307 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_028
NB SB EB WB
0 0 24,273 24,603
AM Period NB SB EB WB NB SB EB WB
00:00 35 29 64 411 518 929 00:15 22 22 44 472 451 92300:30 28 23 51 425 420 84500:45 17 102 20 94 37 196 448 1756 440 1829 888 358501:00 17 14 31 425 395 82001:15 16 14 30 459 350 80901:30 16 17 33 423 479 90201:45 15 64 15 60 30 124 428 1735 384 1608 812 334302:00 15 11 26 391 415 806 02:15 16 12 28 388 457 845 02:30 16 13 29 345 444 789 02:45 20 67 7 43 27 110 409 1533 482 1798 891 333103:00 12 20 32 380 479 859 03:15 12 16 28 353 480 833 03:30 31 22 53 351 508 859 03:45 47 102 20 78 67 180 326 1410 510 1977 836 338704:00 35 22 57 334 536 870 04:15 31 26 57 344 580 924 04:30 79 38 117 347 609 956 04:45 122 267 66 152 188 419 331 1356 629 2354 960 371005:00 81 67 148 321 624 945 05:15 123 55 178 354 663 1017 05:30 192 90 282 347 704 1051 05:45 288 684 134 346 422 1030 321 1343 567 2558 888 390106:00 225 150 375 337 457 794 06:15 273 157 430 328 421 749 06:30 305 222 527 294 345 639 06:45 376 1179 230 759 606 1938 283 1242 311 1534 594 277607:00 359 241 600 251 297 548 07:15 431 280 711 238 221 459 07:30 558 289 847 198 205 403 07:45 676 2024 265 1075 941 3099 195 882 263 986 458 186808:00 539 287 826 206 209 415 08:15 570 251 821 160 158 318 08:30 546 244 790 121 165 286 08:45 528 2183 245 1027 773 3210 150 637 156 688 306 132509:00 475 286 761 139 165 304 09:15 419 272 691 126 122 248 09:30 468 246 714 124 118 242 09:45 420 1782 297 1101 717 2883 100 489 84 489 184 97810:00 357 351 708 113 97 210 10:15 296 413 709 83 55 138 10:30 347 375 722 83 85 168 10:45 343 1343 413 1552 756 2895 62 341 75 312 137 65311:00 377 400 777 34 51 85 11:15 391 495 886 46 43 89 11:30 423 509 932 34 61 95 11:45 419 1610 582 1986 1001 3596 28 142 42 197 70 339
TOTALS 11407 8273 19680 12866 16330 29196
SPLIT %58.0%42.0%40.3%44.1%55.9%59.7%
NB SB EB WB
0 0 24,273 24,603
AM Peak Hour 07:30 11:15 11:30 12:15 16:45 16:45
AM Pk Volume 2343 2104 3785 1770 2620 3973
Pk Hr Factor 0.866 0.904 0.945 0.938 0.930 0.945
7 - 9 Volume 0 0 4207 2102 6309 0 0 2699 4912 7611
7 - 9 Peak Hour 07:30 07:15 07:30 16:00 16:45 16:45
7 - 9 Pk Volume 0 0 2343 1121 3435 0 0 1356 2620 3973
Pk Hr Factor 0.000 0.000 0.866 0.970 0.913 0.000 0.000 0.977 0.930 0.945
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total48,876
DAILY TOTALS
21:0021:15
20:30
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
Palomar Airport Rd Bet. Paseo Del Norte & Armada Dr
21:3021:4522:00
Total48,876
19:3019:4520:0020:15
18:0018:1518:3018:4519:0019:15
16:4517:0017:15
Tuesday
17:3017:45
15:1515:3015:4516:0016:1516:30
14:0014:1514:30
5/7/2019
14:4515:00
DAILY TOTALS
PM Period
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
Oct. 20, 2020 Item #4 Page 308 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_028
NB SB EB WB
0 0 25,470 26,822
AM Period NB SB EB WB NB SB EB WB
00:00 38 40 78 433 601 1034 00:15 22 43 65 441 595 103600:30 18 32 50 412 503 91500:45 16 94 25 140 41 234 459 1745 562 2261 1021 400601:00 17 22 39 428 485 91301:15 18 22 40 534 507 104101:30 22 25 47 402 459 86101:45 13 70 11 80 24 150 415 1779 491 1942 906 372102:00 13 9 22 434 515 949 02:15 21 29 50 442 501 943 02:30 14 12 26 407 501 908 02:45 12 60 11 61 23 121 430 1713 462 1979 892 369203:00 18 13 31 404 498 902 03:15 15 11 26 373 469 842 03:30 32 16 48 348 526 874 03:45 48 113 16 56 64 169 355 1480 565 2058 920 353804:00 31 31 62 384 551 935 04:15 34 26 60 334 597 931 04:30 77 55 132 417 631 1048 04:45 116 258 58 170 174 428 325 1460 606 2385 931 384505:00 82 73 155 383 662 1045 05:15 124 76 200 357 697 1054 05:30 203 111 314 392 654 1046 05:45 279 688 107 367 386 1055 360 1492 594 2607 954 409906:00 206 175 381 331 495 826 06:15 288 169 457 291 497 788 06:30 257 164 421 326 423 749 06:45 315 1066 256 764 571 1830 271 1219 428 1843 699 306207:00 407 246 653 278 309 587 07:15 542 247 789 286 339 625 07:30 589 307 896 222 294 516 07:45 589 2127 267 1067 856 3194 252 1038 304 1246 556 228408:00 568 275 843 227 253 480 08:15 587 219 806 222 244 466 08:30 523 279 802 164 232 396 08:45 535 2213 267 1040 802 3253 131 744 180 909 311 165309:00 461 300 761 142 169 311 09:15 399 346 745 165 130 295 09:30 488 293 781 123 112 235 09:45 436 1784 321 1260 757 3044 101 531 84 495 185 102610:00 456 358 814 92 70 162 10:15 379 388 767 84 79 163 10:30 396 396 792 52 82 134 10:45 380 1611 464 1606 844 3217 48 276 66 297 114 57311:00 402 433 835 54 80 134 11:15 430 477 907 45 65 110 11:30 432 518 950 56 52 108 11:45 451 1715 519 1947 970 3662 39 194 45 242 84 436
TOTALS 11799 8558 20357 13671 18264 31935
SPLIT %58.0%42.0%38.9%42.8%57.2%61.1%
NB SB EB WB
0 0 25,470 26,822
AM Peak Hour 07:30 11:30 11:30 12:30 16:45 17:00
AM Pk Volume 2333 2233 3990 1833 2619 4099
Pk Hr Factor 0.990 0.929 0.963 0.858 0.939 0.972
7 - 9 Volume 0 0 4340 2107 6447 0 0 2952 4992 7944
7 - 9 Peak Hour 07:30 07:15 07:30 17:00 16:45 17:00
7 - 9 Pk Volume 0 0 2333 1096 3401 0 0 1492 2619 4099
Pk Hr Factor 0.000 0.000 0.990 0.893 0.949 0.000 0.000 0.952 0.939 0.972
Prepared by NDS/ATDVOLUME
Palomar Airport Rd Bet. Paseo Del Norte & Armada Dr
Wednesday
5/8/2019
DAILY TOTALS Total52,292
TOTAL PM Period TOTAL
12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15
SPLIT %
21:3021:4522:0022:1522:3022:45
DAILY TOTALS Total52,292
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
Oct. 20, 2020 Item #4 Page 309 of 360
Project #:CA19_4201_028 City:Carlsbad
Location:Date:5/7/2019Palomar Airport Rd Bet. Paseo Del Norte &
Prepared by NDS/ATD
0
500
1000
1500
2000
2500
3000
00
:
0
0
01
:
0
0
02
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0
0
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05
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:
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:
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:
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:
0
0
17
:
0
0
18
:
0
0
19
:
0
0
20
:
0
0
21
:
0
0
22
:
0
0
23
:
0
0
Ve
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 310 of 360
Project #:CA19_4201_028 City:Carlsbad
Location:Date:5/8/2019
Prepared by NDS/ATD
Palomar Airport Rd Bet. Paseo Del Norte &
0
500
1000
1500
2000
2500
3000
00
:
0
0
01
:
0
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02
:
0
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18
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0
19
:
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20
:
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0
21
:
0
0
22
:
0
0
23
:
0
0
Ve
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 311 of 360
MIDBLOCK COUNT SUMMARY
Number: 33
Location: Palomar Airport Road
Between Armada and Aviara Parkway
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 312 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_029
NB SB EB WB
0 0 22,995 24,258
AM Period NB SB EB WB NB SB EB WB
00:00 17 30 47 379 473 852 00:15 26 15 41 397 515 91200:30 20 17 37 474 410 88400:45 22 85 23 85 45 170 406 1656 412 1810 818 346601:00 23 22 45 374 485 85901:15 8 13 21 383 364 74701:30 17 21 38 416 444 86001:45 10 58 16 72 26 130 332 1505 395 1688 727 319302:00 24 9 33 340 438 778 02:15 8 11 19 343 445 788 02:30 22 18 40 320 475 795 02:45 11 65 16 54 27 119 408 1411 475 1833 883 324403:00 15 18 33 348 460 808 03:15 18 16 34 334 433 767 03:30 21 13 34 366 514 880 03:45 38 92 22 69 60 161 339 1387 460 1867 799 325404:00 27 24 51 358 531 889 04:15 46 23 69 347 543 890 04:30 68 35 103 382 593 975 04:45 113 254 78 160 191 414 323 1410 533 2200 856 361005:00 86 69 155 340 680 1020 05:15 109 73 182 349 686 1035 05:30 221 105 326 336 555 891 05:45 279 695 135 382 414 1077 352 1377 479 2400 831 377706:00 182 161 343 315 443 758 06:15 224 155 379 291 401 692 06:30 311 247 558 288 348 636 06:45 404 1121 267 830 671 1951 247 1141 363 1555 610 269607:00 388 246 634 238 261 499 07:15 510 263 773 208 241 449 07:30 549 287 836 192 200 392 07:45 612 2059 299 1095 911 3154 188 826 216 918 404 174408:00 513 258 771 177 188 365 08:15 548 307 855 170 168 338 08:30 517 272 789 160 129 289 08:45 521 2099 294 1131 815 3230 151 658 130 615 281 127309:00 400 300 700 112 120 232 09:15 375 327 702 92 115 207 09:30 363 323 686 105 90 195 09:45 367 1505 393 1343 760 2848 90 399 73 398 163 79710:00 322 360 682 66 72 138 10:15 366 406 772 70 67 137 10:30 341 389 730 68 69 137 10:45 335 1364 379 1534 714 2898 66 270 34 242 100 51211:00 314 443 757 44 51 95 11:15 341 439 780 43 42 85 11:30 391 496 887 31 44 75 11:45 367 1413 431 1809 798 3222 27 145 31 168 58 313
TOTALS 10810 8564 19374 12185 15694 27879
SPLIT %55.8%44.2%41.0%43.7%56.3%59.0%
NB SB EB WB
0 0 22,995 24,258
AM Peak Hour 07:30 11:30 11:30 12:00 16:30 16:30
AM Pk Volume 2222 1915 3449 1656 2492 3886
Pk Hr Factor 0.908 0.930 0.945 0.873 0.908 0.939
7 - 9 Volume 0 0 4158 2226 6384 0 0 2787 4600 7387
7 - 9 Peak Hour 07:30 07:30 07:30 16:00 16:30 16:30
7 - 9 Pk Volume 0 0 2222 1151 3373 0 0 1410 2492 3886
Pk Hr Factor 0.000 0.000 0.908 0.937 0.926 0.000 0.000 0.923 0.908 0.939
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
16:1516:30
14:0014:1514:30
5/8/2019
14:4515:00
DAILY TOTALS
PM Period
16:4517:0017:15
Wednesday
17:3017:45
15:1515:3015:4516:00
18:0018:1518:3018:4519:0019:15
Palomar Airport Rd Bet. Armada Dr & Aviara Pkwy
21:3021:4522:00
Total47,253
19:3019:4520:0020:15
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
TOTAL
23:45
TOTALS
Total47,253
DAILY TOTALS
21:0021:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Oct. 20, 2020 Item #4 Page 313 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_029
NB SB EB WB
0 0 23,414 26,876
AM Period NB SB EB WB NB SB EB WB
00:00 17 16 33 374 609 983 00:15 21 12 33 343 569 91200:30 26 32 58 409 499 90800:45 15 79 18 78 33 157 432 1558 478 2155 910 371301:00 19 10 29 391 458 84901:15 13 8 21 383 505 88801:30 14 15 29 402 492 89401:45 13 59 11 44 24 103 359 1535 454 1909 813 344402:00 22 6 28 364 487 851 02:15 6 11 17 343 444 787 02:30 18 25 43 323 541 864 02:45 22 68 16 58 38 126 341 1371 463 1935 804 330603:00 10 14 24 361 530 891 03:15 21 15 36 349 481 830 03:30 29 17 46 375 528 903 03:45 44 104 21 67 65 171 356 1441 520 2059 876 350004:00 31 30 61 380 584 964 04:15 41 35 76 367 595 962 04:30 81 41 122 408 631 1039 04:45 109 262 64 170 173 432 383 1538 635 2445 1018 398305:00 83 73 156 394 692 1086 05:15 122 71 193 381 714 1095 05:30 204 81 285 318 661 979 05:45 261 670 137 362 398 1032 380 1473 564 2631 944 410406:00 220 154 374 303 574 877 06:15 240 180 420 307 541 848 06:30 315 215 530 287 469 756 06:45 325 1100 269 818 594 1918 271 1168 364 1948 635 311607:00 350 298 648 224 327 551 07:15 455 276 731 243 277 520 07:30 564 317 881 245 222 467 07:45 563 1932 304 1195 867 3127 202 914 236 1062 438 197608:00 567 296 863 214 190 404 08:15 537 322 859 179 184 363 08:30 535 315 850 177 139 316 08:45 543 2182 301 1234 844 3416 130 700 124 637 254 133709:00 458 333 791 116 124 240 09:15 380 327 707 121 123 244 09:30 346 317 663 106 84 190 09:45 350 1534 432 1409 782 2943 105 448 76 407 181 85510:00 345 401 746 77 77 154 10:15 358 411 769 76 57 133 10:30 285 442 727 62 64 126 10:45 366 1354 464 1718 830 3072 50 265 57 255 107 52011:00 345 543 888 55 44 99 11:15 382 481 863 53 42 95 11:30 376 566 942 46 45 91 11:45 371 1474 528 2118 899 3592 31 185 31 162 62 347
TOTALS 10818 9271 20089 12596 17605 30201
SPLIT %53.9%46.1%39.9%41.7%58.3%60.1%
NB SB EB WB
0 0 23,414 26,876
AM Peak Hour 07:30 11:30 11:30 12:30 16:45 16:30
AM Pk Volume 2231 2272 3736 1615 2702 4238
Pk Hr Factor 0.984 0.933 0.950 0.935 0.946 0.968
7 - 9 Volume 0 0 4114 2429 6543 0 0 3011 5076 8087
7 - 9 Peak Hour 07:30 07:30 07:30 16:30 16:45 16:30
7 - 9 Pk Volume 0 0 2231 1239 3470 0 0 1566 2702 4238
Pk Hr Factor 0.000 0.000 0.984 0.962 0.985 0.000 0.000 0.960 0.946 0.968
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total50,290
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
Palomar Airport Rd Bet. Armada Dr & Aviara Pkwy
Thursday
5/9/2019
DAILY TOTALS Total50,290
Oct. 20, 2020 Item #4 Page 314 of 360
Project #:CA19_4201_029 City:Carlsbad
Location:Date:5/8/2019Palomar Airport Rd Bet. Armada Dr & Aviara
Prepared by NDS/ATD
0
500
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1500
2000
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00
:
0
0
01
:
0
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0
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:
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0
05
:
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06
:
0
0
07
:
0
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08
:
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:
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11
:
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12
:
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:
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14
:
0
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15
:
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16
:
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:
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18
:
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0
19
:
0
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20
:
0
0
21
:
0
0
22
:
0
0
23
:
0
0
Ve
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 315 of 360
Project #:CA19_4201_029 City:Carlsbad
Location:Date:5/9/2019
Prepared by NDS/ATD
Palomar Airport Rd Bet. Armada Dr & Aviara
0
500
1000
1500
2000
2500
3000
00
:
0
0
01
:
0
0
02
:
0
0
03
:
0
0
04
:
0
0
05
:
0
0
06
:
0
0
07
:
0
0
08
:
0
0
09
:
0
0
10
:
0
0
11
:
0
0
12
:
0
0
13
:
0
0
14
:
0
0
15
:
0
0
16
:
0
0
17
:
0
0
18
:
0
0
19
:
0
0
20
:
0
0
21
:
0
0
22
:
0
0
23
:
0
0
Ve
h
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c
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 316 of 360
MIDBLOCK COUNT SUMMARY
Number: 34
Location: Palomar Airport Road
Between Aviara Parkway and Camino Vida Roble
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 317 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_030
NB SB EB WB
0 0 18,207 17,783
AM Period NB SB EB WB NB SB EB WB
00:00 19 23 42 297 336 633 00:15 22 12 34 341 345 68600:30 20 11 31 339 323 66200:45 20 81 16 62 36 143 317 1294 268 1272 585 256601:00 21 14 35 290 340 63001:15 6 12 18 296 288 58401:30 14 18 32 347 343 69001:45 13 54 11 55 24 109 270 1203 317 1288 587 249102:00 13 9 22 298 299 597 02:15 6 10 16 248 296 544 02:30 12 12 24 312 320 632 02:45 11 42 16 47 27 89 295 1153 303 1218 598 237103:00 11 11 22 282 320 602 03:15 17 13 30 279 333 612 03:30 15 12 27 284 362 646 03:45 23 66 19 55 42 121 312 1157 362 1377 674 253404:00 23 22 45 305 397 702 04:15 35 18 53 307 390 697 04:30 52 35 87 315 443 758 04:45 78 188 66 141 144 329 312 1239 377 1607 689 284605:00 46 58 104 314 505 819 05:15 71 64 135 304 452 756 05:30 134 96 230 284 333 617 05:45 172 423 107 325 279 748 322 1224 348 1638 670 286206:00 146 104 250 244 314 558 06:15 158 133 291 233 264 497 06:30 222 194 416 220 239 459 06:45 279 805 218 649 497 1454 209 906 235 1052 444 195807:00 272 192 464 183 179 362 07:15 362 219 581 152 141 293 07:30 450 241 691 140 154 294 07:45 467 1551 251 903 718 2454 154 629 143 617 297 124608:00 426 246 672 150 134 284 08:15 436 266 702 130 112 242 08:30 386 236 622 118 103 221 08:45 394 1642 243 991 637 2633 115 513 107 456 222 96909:00 293 270 563 95 99 194 09:15 307 246 553 83 69 152 09:30 283 271 554 82 57 139 09:45 284 1167 302 1089 586 2256 80 340 52 277 132 61710:00 253 261 514 61 58 119 10:15 260 234 494 61 51 112 10:30 263 264 527 60 40 100 10:45 271 1047 297 1056 568 2103 57 239 26 175 83 41411:00 236 322 558 36 39 75 11:15 292 329 621 41 28 69 11:30 256 338 594 27 28 55 11:45 331 1115 326 1315 657 2430 25 129 23 118 48 247
TOTALS 8181 6688 14869 10026 11095 21121
SPLIT %55.0%45.0%41.3%47.5%52.5%58.7%
NB SB EB WB
0 0 18,207 17,783
AM Peak Hour 07:30 11:30 07:30 12:00 16:30 16:30
AM Pk Volume 1779 1345 2783 1294 1777 3022
Pk Hr Factor 0.952 0.975 0.969 0.949 0.880 0.922
7 - 9 Volume 0 0 3193 1894 5087 0 0 2463 3245 5708
7 - 9 Peak Hour 07:30 07:30 07:30 16:15 16:30 16:30
7 - 9 Pk Volume 0 0 1779 1004 2783 0 0 1248 1777 3022
Pk Hr Factor 0.000 0.000 0.952 0.944 0.969 0.000 0.000 0.990 0.880 0.922
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total35,990
DAILY TOTALS
21:0021:15
20:30
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
Palomar Airport Rd Bet. Aviara Pkwy & Camino Vida Roble
21:3021:4522:00
Total35,990
19:3019:4520:0020:15
18:0018:1518:3018:4519:0019:15
16:4517:0017:15
Wednesday
17:3017:45
15:1515:3015:4516:0016:1516:30
14:0014:1514:30
5/8/2019
14:4515:00
DAILY TOTALS
PM Period
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
Oct. 20, 2020 Item #4 Page 318 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_030
NB SB EB WB
0 0 18,154 17,876
AM Period NB SB EB WB NB SB EB WB
00:00 20 12 32 262 370 632 00:15 16 6 22 289 327 61600:30 26 23 49 292 325 61700:45 14 76 13 54 27 130 358 1201 275 1297 633 249801:00 16 11 27 288 312 60001:15 11 12 23 284 338 62201:30 11 12 23 317 324 64101:45 13 51 8 43 21 94 281 1170 289 1263 570 243302:00 13 3 16 330 311 641 02:15 6 10 16 273 297 570 02:30 10 18 28 304 325 629 02:45 16 45 12 43 28 88 245 1152 305 1238 550 239003:00 8 14 22 277 319 596 03:15 16 12 28 305 312 617 03:30 18 16 34 292 401 693 03:45 26 68 19 61 45 129 261 1135 335 1367 596 250204:00 28 26 54 312 412 724 04:15 22 31 53 308 387 695 04:30 65 46 111 360 471 831 04:45 66 181 66 169 132 350 321 1301 400 1670 721 297105:00 50 57 107 337 520 857 05:15 71 57 128 306 440 746 05:30 134 81 215 285 401 686 05:45 156 411 124 319 280 730 296 1224 352 1713 648 293706:00 153 110 263 257 335 592 06:15 165 129 294 246 302 548 06:30 236 165 401 249 259 508 06:45 233 787 208 612 441 1399 204 956 212 1108 416 206407:00 259 212 471 175 204 379 07:15 285 221 506 183 180 363 07:30 435 258 693 178 144 322 07:45 480 1459 236 927 716 2386 165 701 130 658 295 135908:00 448 257 705 148 120 268 08:15 432 229 661 132 117 249 08:30 350 261 611 119 111 230 08:45 434 1664 237 984 671 2648 96 495 96 444 192 93909:00 293 248 541 108 86 194 09:15 327 232 559 92 78 170 09:30 279 242 521 77 70 147 09:45 276 1175 254 976 530 2151 78 355 61 295 139 65010:00 274 250 524 63 50 113 10:15 254 270 524 64 46 110 10:30 241 270 511 45 36 81 10:45 281 1050 287 1077 568 2127 48 220 39 171 87 39111:00 256 299 555 48 29 77 11:15 297 290 587 42 31 73 11:30 252 325 577 38 26 64 11:45 312 1117 368 1282 680 2399 32 160 19 105 51 265
TOTALS 8084 6547 14631 10070 11329 21399
SPLIT %55.3%44.7%40.6%47.1%52.9%59.4%
NB SB EB WB
0 0 18,154 17,876
AM Peak Hour 07:30 11:30 07:30 16:15 16:30 16:30
AM Pk Volume 1795 1390 2775 1326 1831 3155
Pk Hr Factor 0.935 0.939 0.969 0.921 0.880 0.920
7 - 9 Volume 0 0 3123 1911 5034 0 0 2525 3383 5908
7 - 9 Peak Hour 07:30 08:00 07:30 16:15 16:30 16:30
7 - 9 Pk Volume 0 0 1795 984 2775 0 0 1326 1831 3155
Pk Hr Factor 0.000 0.000 0.935 0.943 0.969 0.000 0.000 0.921 0.880 0.920
Prepared by NDS/ATDVOLUME
Palomar Airport Rd Bet. Aviara Pkwy & Camino Vida Roble
Thursday
5/9/2019
DAILY TOTALS Total36,030
TOTAL PM Period TOTAL
12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15
SPLIT %
21:3021:4522:0022:1522:3022:45
DAILY TOTALS Total36,030
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
Oct. 20, 2020 Item #4 Page 319 of 360
Project #:CA19_4201_030 City:Carlsbad
Location:Date:5/8/2019Palomar Airport Rd Bet. Aviara Pkwy &
Prepared by NDS/ATD
0
200
400
600
800
1000
1200
1400
1600
1800
00
:
0
0
01
:
0
0
02
:
0
0
03
:
0
0
04
:
0
0
05
:
0
0
06
:
0
0
07
:
0
0
08
:
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0
09
:
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0
10
:
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0
11
:
0
0
12
:
0
0
13
:
0
0
14
:
0
0
15
:
0
0
16
:
0
0
17
:
0
0
18
:
0
0
19
:
0
0
20
:
0
0
21
:
0
0
22
:
0
0
23
:
0
0
Ve
h
i
c
l
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 320 of 360
Project #:CA19_4201_030 City:Carlsbad
Location:Date:5/9/2019
Prepared by NDS/ATD
Palomar Airport Rd Bet. Aviara Pkwy &
0
200
400
600
800
1000
1200
1400
1600
1800
00
:
0
0
01
:
0
0
02
:
0
0
03
:
0
0
04
:
0
0
05
:
0
0
06
:
0
0
07
:
0
0
08
:
0
0
09
:
0
0
10
:
0
0
11
:
0
0
12
:
0
0
13
:
0
0
14
:
0
0
15
:
0
0
16
:
0
0
17
:
0
0
18
:
0
0
19
:
0
0
20
:
0
0
21
:
0
0
22
:
0
0
23
:
0
0
Ve
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 321 of 360
MIDBLOCK COUNT SUMMARY
Number: 35
Location: Palomar Airport Road
Between Camino Vida Roble and El Camino Real
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 322 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_031
NB SB EB WB
0 0 16,960 16,602
AM Period NB SB EB WB NB SB EB WB
00:00 27 21 48 295 272 567 00:15 19 8 27 314 290 60400:30 19 11 30 312 272 58400:45 20 85 17 57 37 142 260 1181 259 1093 519 227401:00 20 9 29 272 323 59501:15 6 9 15 258 257 51501:30 14 10 24 309 314 62301:45 11 51 9 37 20 88 303 1142 265 1159 568 230102:00 19 11 30 251 274 525 02:15 13 7 20 263 242 505 02:30 11 15 26 324 269 593 02:45 12 55 19 52 31 107 293 1131 266 1051 559 218203:00 18 15 33 345 251 596 03:15 14 9 23 290 273 563 03:30 16 14 30 355 296 651 03:45 11 59 36 74 47 133 327 1317 293 1113 620 243004:00 19 30 49 387 272 659 04:15 24 42 66 354 292 646 04:30 35 92 127 405 334 739 04:45 42 120 148 312 190 432 388 1534 285 1183 673 271705:00 45 78 123 417 313 730 05:15 49 100 149 351 343 694 05:30 114 147 261 318 253 571 05:45 145 353 163 488 308 841 307 1393 255 1164 562 255706:00 104 138 242 300 239 539 06:15 108 198 306 243 202 445 06:30 153 232 385 230 205 435 06:45 215 580 302 870 517 1450 223 996 196 842 419 183807:00 196 282 478 187 163 350 07:15 236 304 540 136 120 256 07:30 340 299 639 165 126 291 07:45 311 1083 344 1229 655 2312 134 622 112 521 246 114308:00 306 338 644 158 111 269 08:15 287 330 617 105 100 205 08:30 301 281 582 128 86 214 08:45 280 1174 306 1255 586 2429 90 481 97 394 187 87509:00 262 303 565 84 81 165 09:15 210 260 470 92 61 153 09:30 230 273 503 78 40 118 09:45 238 940 282 1118 520 2058 82 336 43 225 125 56110:00 201 253 454 62 46 108 10:15 248 240 488 70 49 119 10:30 248 243 491 69 33 102 10:45 222 919 246 982 468 1901 62 263 19 147 81 41011:00 223 265 488 42 34 76 11:15 254 288 542 39 22 61 11:30 236 304 540 34 19 53 11:45 293 1006 281 1138 574 2144 24 139 23 98 47 237
TOTALS 6425 7612 14037 10535 8990 19525
SPLIT %45.8%54.2%41.8%54.0%46.0%58.2%
NB SB EB WB
0 0 16,960 16,602
AM Peak Hour 07:30 07:30 07:30 16:15 16:30 16:30
AM Pk Volume 1244 1311 2555 1564 1275 2836
Pk Hr Factor 0.915 0.953 0.975 0.938 0.929 0.959
7 - 9 Volume 0 0 2257 2484 4741 0 0 2927 2347 5274
7 - 9 Peak Hour 07:30 07:30 07:30 16:15 16:30 16:30
7 - 9 Pk Volume 0 0 1244 1311 2555 0 0 1564 1275 2836
Pk Hr Factor 0.000 0.000 0.915 0.953 0.975 0.000 0.000 0.938 0.929 0.959
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
16:1516:30
14:0014:1514:30
5/8/2019
14:4515:00
DAILY TOTALS
PM Period
16:4517:0017:15
Wednesday
17:3017:45
15:1515:3015:4516:00
18:0018:1518:3018:4519:0019:15
Palomar Airport Rd Bet. Camino Vida Roble & El Camino Real
21:3021:4522:00
Total33,562
19:3019:4520:0020:15
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
TOTAL
23:45
TOTALS
Total33,562
DAILY TOTALS
21:0021:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Oct. 20, 2020 Item #4 Page 323 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_031
NB SB EB WB
0 0 17,005 16,585
AM Period NB SB EB WB NB SB EB WB
00:00 17 9 26 274 313 587 00:15 16 6 22 287 286 57300:30 21 20 41 304 266 57000:45 16 70 7 42 23 112 282 1147 258 1123 540 227001:00 21 9 30 281 274 55501:15 13 4 17 253 327 58001:30 18 9 27 304 274 57801:45 9 61 14 36 23 97 243 1081 257 1132 500 221302:00 10 4 14 304 276 580 02:15 7 16 23 280 261 541 02:30 11 28 39 278 254 532 02:45 16 44 30 78 46 122 262 1124 263 1054 525 217803:00 15 18 33 300 251 551 03:15 15 14 29 288 254 542 03:30 16 18 34 330 303 633 03:45 21 67 34 84 55 151 325 1243 254 1062 579 230504:00 26 29 55 369 280 649 04:15 23 40 63 349 305 654 04:30 44 88 132 458 341 799 04:45 46 139 138 295 184 434 352 1528 318 1244 670 277205:00 34 75 109 450 325 775 05:15 52 103 155 376 327 703 05:30 102 131 233 330 304 634 05:45 134 322 155 464 289 786 326 1482 291 1247 617 272906:00 103 146 249 287 254 541 06:15 156 180 336 268 237 505 06:30 170 190 360 252 211 463 06:45 175 604 280 796 455 1400 202 1009 175 877 377 188607:00 177 291 468 179 184 363 07:15 212 314 526 185 151 336 07:30 306 339 645 186 118 304 07:45 308 1003 283 1227 591 2230 141 691 98 551 239 124208:00 317 324 641 159 101 260 08:15 308 289 597 130 107 237 08:30 277 339 616 121 94 215 08:45 264 1166 288 1240 552 2406 102 512 90 392 192 90409:00 256 334 590 101 65 166 09:15 251 222 473 93 45 138 09:30 228 241 469 83 53 136 09:45 252 987 247 1044 499 2031 78 355 62 225 140 58010:00 220 225 445 57 43 100 10:15 238 241 479 70 40 110 10:30 231 236 467 51 28 79 10:45 213 902 261 963 474 1865 53 231 36 147 89 37811:00 225 282 507 50 25 75 11:15 274 265 539 40 26 66 11:30 291 290 581 48 26 74 11:45 275 1065 330 1167 605 2232 34 172 18 95 52 267
TOTALS 6430 7436 13866 10575 9149 19724
SPLIT %46.4%53.6%41.3%53.6%46.4%58.7%
NB SB EB WB
0 0 17,005 16,585
AM Peak Hour 07:30 07:15 07:30 16:30 16:30 16:30
AM Pk Volume 1239 1260 2474 1636 1311 2947
Pk Hr Factor 0.977 0.929 0.959 0.893 0.961 0.922
7 - 9 Volume 0 0 2169 2467 4636 0 0 3010 2491 5501
7 - 9 Peak Hour 07:30 07:15 07:30 16:30 16:30 16:30
7 - 9 Pk Volume 0 0 1239 1260 2474 0 0 1636 1311 2947
Pk Hr Factor 0.000 0.000 0.977 0.929 0.959 0.000 0.000 0.893 0.961 0.922
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total33,590
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
Palomar Airport Rd Bet. Camino Vida Roble & El Camino Real
Thursday
5/9/2019
DAILY TOTALS Total33,590
Oct. 20, 2020 Item #4 Page 324 of 360
Project #:CA19_4201_031 City:Carlsbad
Location:Date:5/8/2019Palomar Airport Rd Bet. Camino Vida Roble
Prepared by NDS/ATD
0
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0
Ve
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 325 of 360
Project #:CA19_4201_031 City:Carlsbad
Location:Date:5/9/2019
Prepared by NDS/ATD
Palomar Airport Rd Bet. Camino Vida Roble
0
200
400
600
800
1000
1200
1400
1600
1800
00
:
0
0
01
:
0
0
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:
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:
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0
18
:
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0
19
:
0
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21
:
0
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:
0
0
23
:
0
0
Ve
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 326 of 360
MIDBLOCK COUNT SUMMARY
Number:
Location:
Contents:
36
Palomar Airport Road
Between El Camino Real and El Fuerte
15 Minute Volume Report
Oct. 20, 2020 Item #4 Page 327 of 360
Oct. 20, 2020 Item #4 Page 328 of 360
Day: Wednesday
Date: 3/20/2019
Prepared by NDS/ A TO
VOLUME
Palomar Airport Rd Bet. El Camino Real & Loker Ave West/Innovation Way
City: Carlsbad
Project #: CA19_ 4085_041
DAILY TOTALS ~
AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL
00:00 34 19 53 12:00 479 407 886
00:15 50 24 74 12:15 405 419 824
00:30 33 21 54 12:30 469 388 857
00:45 15 132 18 82 33 214 12:45 396 1749 436 1650 832 3399
01:00 30 8 38 13:00 424 426 850
01:15 20 12 32 13:15 386 414 800
01:30 26 9 35 13:30 455 381 836
01:45 12 88 13 42 25 130 13:45 442 1707 357 1578 799 3285
02:00 13 10 23 14:00 474 355 829
02:15 16 14 30 14:15 451 390 841
02:30 9 17 26 14:30 530 387 917
02:45 15 53 19 60 34 113 14:45 522 1977 358 1490 880 3467
03:00 9 17 26 15:00 521 373 894
03:15 11 25 36 15:15 560 345 905
03:30 19 25 44 15:30 581 425 1006
03:45 27 66 40 107 67 173 15:45 526 2188 434 1577 960 3765
04:00 29 47 76 16:00 610 482 1092
04:15 31 55 86 16:15 600 440 1040
04:30 27 126 153 16:30 610 471 1081
04:45 56 143 182 410 238 553 16:45 618 2438 472 1865 1090 4303
05:00 70 127 197 17:00 603 502 1105
05:15 75 151 226 17:15 563 477 1040
05:30 92 208 300 17:30 516 433 949
05:45 162 399 346 832 508 1231 17:45 556 2238 376 1788 932 4026
06:00 144 252 396 18:00 452 384 836
06:15 145 312 457 18:15 462 300 762
06:30 188 .387 575 18:30 395 295 690
06:45 261 738 514 1465 775 2203 18:45 354 1663 271 1250 625 2913
07:00 282 493 775 19:00 323 260 S83
07:15 319 541 860 19:15 309 210 519
07:30 411 518 929 19:30 286 198 484
07:45 405 1417 626 2178 1031 3595 19:45 286 1204 156 824 442 2028
08:00 431 577 1008 20:00 251 190 441
08:15 415 614 1029 20:15 251 154 405
08:30 418 534 952 20:30 204 152 356
08:45 336 1600 635 2360 971 3960 20:45 192 898 109 605 301 1503
09:00 358 468 826 21:00 162 117 279
09:15 327 470 797 21:15 180 96 276
09:30 283 466 749 21:30 155 85 240
09:45 340 1308 413 1817 753 3125 21:45 118 615 83 381 201 996
10:00 345 388 733 22:00 139 89 228
10:15 300 380 680 22:15 111 64 175
10:30 325 408 733 22:30 118 63 181
10:45 330 1300 393 1569 723 2869 22:45 98 466 41 257 139 723
11:00 316 398 714 23:00 75 53 128
11:15 374 416 790 23:15 81 36 117
.11:30 394 395 789 23:30 62 37 99
11:45 415 1499 377 1586 792 3085 23:45 45 263 18 144 63 407
TOTALS 8743 12508 21251 TOTALS 17406 13409 30815
SPLIT% 41.1% 58.9% 40.8% SPLIT % 56.5% 43.5% 59.2%
DAILY TOTALS ~
AM Peak Hour 11:45 08:00 07:45 PM Peak Hour 16:00 16:30 16:15
AM Pk Volume 1768 2360 4020 PM Pk Volume 2438 1922 4316
Pk Hr Factor 0.923 0.929 0.975 Pk Hr Factor 0.986 0.957 0.976
7-9 Volume 3017 4538 7555 4 -6Volume 4676 3653 8329
7 -9 Peak Hour 07:45 08:00 07:45 4 -6 Peak Hour 16:00 16:30 16:15
7 - 9 Pk Volume 1669 2360 4020 4 • 6 Pk Volume 2438 1922 4316
Pk Hr Factor 0.968 0.929 0.975 Pk Hr Factor 0.986 0.957 0.976
MIDBLOCK COUNT SUMMARY
Number:
Location:
Contents:
37
Palomar Airport Road
Between El Fuerte and Melrose Drive
15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 329 of 360
Day:City:Carlsbad
Date:Project #:CA19_4342_001
NB SB EB WB
0 0 26,449 29,023
AM Period NB SB EB WB NB SB EB WB
00:00 44 12 56 377 441 818 00:15 30 20 50 400 413 81300:30 31 25 56 408 445 85300:45 20 125 15 72 35 197 382 1567 471 1770 853 333701:00 19 9 28 431 399 83001:15 30 6 36 431 424 85501:30 22 5 27 443 401 84401:45 16 87 11 31 27 118 445 1750 419 1643 864 339302:00 20 13 33 491 373 864 02:15 15 18 33 445 372 817 02:30 14 18 32 608 367 975 02:45 10 59 18 67 28 126 500 2044 413 1525 913 356903:00 15 22 37 624 348 972 03:15 10 24 34 464 392 856 03:30 7 28 35 665 411 1076 03:45 13 45 66 140 79 185 607 2360 446 1597 1053 395704:00 32 68 100 601 454 1055 04:15 18 140 158 682 437 1119 04:30 37 149 186 760 473 1233 04:45 49 136 233 590 282 726 764 2807 440 1804 1204 461105:00 40 174 214 694 431 1125 05:15 59 253 312 787 415 1202 05:30 70 370 440 707 406 1113 05:45 104 273 592 1389 696 1662 611 2799 385 1637 996 443606:00 100 358 458 604 294 898 06:15 103 414 517 535 342 877 06:30 147 550 697 489 289 778 06:45 215 565 644 1966 859 2531 432 2060 269 1194 701 325407:00 176 708 884 382 223 605 07:15 277 752 1029 344 230 574 07:30 249 816 1065 270 180 450 07:45 324 1026 872 3148 1196 4174 267 1263 153 786 420 204908:00 332 778 1110 285 172 457 08:15 337 671 1008 226 114 340 08:30 367 747 1114 236 138 374 08:45 277 1313 709 2905 986 4218 220 967 139 563 359 153009:00 277 612 889 217 110 327 09:15 304 461 765 204 100 304 09:30 265 488 753 167 96 263 09:45 287 1133 513 2074 800 3207 121 709 75 381 196 109010:00 256 431 687 128 66 194 10:15 281 413 694 97 52 149 10:30 308 440 748 160 60 220 10:45 313 1158 420 1704 733 2862 88 473 55 233 143 70611:00 323 383 706 110 31 141 11:15 361 425 786 97 30 127 11:30 337 452 789 79 19 98 11:45 367 1388 408 1668 775 3056 56 342 56 136 112 478
TOTALS 7308 15754 23062 19141 13269 32410
SPLIT %31.7%68.3%41.6%59.1%40.9%58.4%
NB SB EB WB
0 0 26,449 29,023
AM Peak Hour 11:45 07:15 07:45 16:30 15:45 16:30
AM Pk Volume 1552 3218 4428 3005 1810 4764
Pk Hr Factor 0.951 0.923 0.926 0.955 0.957 0.966
7 - 9 Volume 0 0 2339 6053 8392 0 0 5606 3441 9047
7 - 9 Peak Hour 07:45 07:15 07:45 16:30 16:00 16:30
7 - 9 Pk Volume 0 0 1360 3218 4428 0 0 3005 1804 4764
Pk Hr Factor 0.000 0.000 0.926 0.923 0.926 0.000 0.000 0.955 0.953 0.966
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total55,472
DAILY TOTALS
21:0021:15
20:30
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
Palomar Airport Rd Bet. El Fuerte St & Melrose Dr
21:3021:4522:00
Total55,472
19:3019:4520:0020:15
18:0018:1518:3018:4519:0019:15
16:4517:0017:15
Tuesday
17:3017:45
15:1515:3015:4516:0016:1516:30
14:0014:1514:30
9/10/2019
14:4515:00
DAILY TOTALS
PM Period
VOLUMEPrepared by National Data & Surveying Services
13:1513:3013:45
12:0012:1512:3012:4513:00
Oct. 20, 2020 Item #4 Page 330 of 360
Day:City:Carlsbad
Date:Project #:CA19_4342_001
NB SB EB WB
0 0 26,553 28,684
AM Period NB SB EB WB NB SB EB WB
00:00 68 29 97 406 409 815 00:15 35 19 54 435 439 87400:30 41 19 60 380 459 83900:45 24 168 19 86 43 254 388 1609 440 1747 828 335601:00 34 9 43 479 392 87101:15 12 18 30 395 413 80801:30 17 11 28 426 398 82401:45 14 77 15 53 29 130 445 1745 424 1627 869 337202:00 15 14 29 458 374 832 02:15 8 17 25 446 379 825 02:30 16 21 37 597 341 938 02:45 16 55 18 70 34 125 540 2041 373 1467 913 350803:00 8 13 21 507 372 879 03:15 8 23 31 591 373 964 03:30 16 38 54 563 472 1035 03:45 21 53 68 142 89 195 598 2259 409 1626 1007 388504:00 12 71 83 612 445 1057 04:15 19 114 133 732 434 1166 04:30 28 136 164 773 463 1236 04:45 56 115 217 538 273 653 702 2819 462 1804 1164 462305:00 39 173 212 754 458 1212 05:15 51 272 323 765 425 1190 05:30 85 364 449 734 385 1119 05:45 106 281 564 1373 670 1654 678 2931 383 1651 1061 458206:00 89 355 444 562 342 904 06:15 98 443 541 508 332 840 06:30 159 550 709 419 280 699 06:45 220 566 714 2062 934 2628 405 1894 271 1225 676 311907:00 193 699 892 363 194 557 07:15 289 720 1009 385 199 584 07:30 268 757 1025 356 181 537 07:45 370 1120 848 3024 1218 4144 299 1403 160 734 459 213708:00 286 805 1091 242 151 393 08:15 362 837 1199 245 138 383 08:30 309 757 1066 245 104 349 08:45 294 1251 706 3105 1000 4356 225 957 111 504 336 146109:00 317 556 873 185 91 276 09:15 270 489 759 199 88 287 09:30 280 496 776 169 68 237 09:45 264 1131 490 2031 754 3162 133 686 49 296 182 98210:00 269 376 645 169 55 224 10:15 273 418 691 108 41 149 10:30 268 428 696 128 31 159 10:45 328 1138 422 1644 750 2782 112 517 29 156 141 67311:00 325 391 716 122 20 142 11:15 371 397 768 91 21 112 11:30 326 431 757 93 15 108 11:45 363 1385 427 1646 790 3031 46 352 17 73 63 425
TOTALS 7340 15774 23114 19213 12910 32123
SPLIT %31.8%68.2%41.8%59.8%40.2%58.2%
NB SB EB WB
0 0 26,553 28,684
AM Peak Hour 11:45 07:30 07:45 16:30 16:15 16:30
AM Pk Volume 1584 3247 4574 2994 1817 4802
Pk Hr Factor 0.910 0.957 0.939 0.968 0.981 0.971
7 - 9 Volume 0 0 2371 6129 8500 0 0 5750 3455 9205
7 - 9 Peak Hour 07:45 07:30 07:45 16:30 16:15 16:30
7 - 9 Pk Volume 0 0 1327 3247 4574 0 0 2994 1817 4802
Pk Hr Factor 0.000 0.000 0.897 0.957 0.939 0.000 0.000 0.968 0.981 0.971
Prepared by National Data & Surveying ServicesVOLUME
Palomar Airport Rd Bet. El Fuerte St & Melrose Dr
Wednesday
9/11/2019
DAILY TOTALS Total55,237
TOTAL PM Period TOTAL
12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15
SPLIT %
21:3021:4522:0022:1522:3022:45
DAILY TOTALS Total55,237
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
Oct. 20, 2020 Item #4 Page 331 of 360
Project #:CA19_4342_001 City:Carlsbad
Location:Date:9/10/2019Palomar Airport Rd Bet. El Fuerte St &
Prepared by National Data & Surveying Services
0
500
1000
1500
2000
2500
3000
3500
00
:
0
0
01
:
0
0
02
:
0
0
03
:
0
0
04
:
0
0
05
:
0
0
06
:
0
0
07
:
0
0
08
:
0
0
09
:
0
0
10
:
0
0
11
:
0
0
12
:
0
0
13
:
0
0
14
:
0
0
15
:
0
0
16
:
0
0
17
:
0
0
18
:
0
0
19
:
0
0
20
:
0
0
21
:
0
0
22
:
0
0
23
:
0
0
Ve
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 332 of 360
Project #:CA19_4342_001 City:Carlsbad
Location:Date:9/11/2019
Prepared by National Data & Surveying Services
Palomar Airport Rd Bet. El Fuerte St &
0
500
1000
1500
2000
2500
3000
3500
00
:
0
0
01
:
0
0
02
:
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0
03
:
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0
04
:
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0
05
:
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0
06
:
0
0
07
:
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:
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:
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:
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13
:
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14
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:
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:
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17
:
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19
:
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20
:
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23
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Oct. 20, 2020 Item #4 Page 333 of 360
MIDBLOCK COUNT SUMMARY
Number: 38
Location: Palomar Airport Road
Between Melrose Drive and City Limits
Contents: 15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 334 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_032
NB SB EB WB
0 0 17,728 17,752
AM Period NB SB EB WB NB SB EB WB
00:00 36 19 55 276 290 566 00:15 21 11 32 284 270 55400:30 14 15 29 285 293 57800:45 20 91 15 60 35 151 266 1111 305 1158 571 226901:00 54 10 64 274 270 54401:15 10 9 19 289 297 58601:30 14 9 23 317 271 58801:45 10 88 9 37 19 125 277 1157 271 1109 548 226602:00 16 12 28 291 226 517 02:15 13 17 30 337 248 585 02:30 8 9 17 485 242 727 02:45 8 45 13 51 21 96 404 1517 252 968 656 248503:00 11 16 27 379 257 636 03:15 4 18 22 374 258 632 03:30 11 45 56 375 278 653 03:45 11 37 59 138 70 175 400 1528 222 1015 622 254304:00 14 36 50 441 284 725 04:15 12 51 63 441 278 719 04:30 27 93 120 437 295 732 04:45 38 91 144 324 182 415 471 1790 283 1140 754 293005:00 38 105 143 503 278 781 05:15 35 168 203 488 278 766 05:30 47 273 320 471 294 765 05:45 70 190 358 904 428 1094 386 1848 267 1117 653 296506:00 55 232 287 348 241 589 06:15 81 271 352 332 211 543 06:30 115 315 430 280 196 476 06:45 140 391 365 1183 505 1574 246 1206 171 819 417 202507:00 149 364 513 221 150 371 07:15 183 377 560 234 172 406 07:30 211 383 594 182 160 342 07:45 229 772 384 1508 613 2280 199 836 127 609 326 144508:00 245 401 646 157 110 267 08:15 219 373 592 134 123 257 08:30 194 356 550 139 108 247 08:45 212 870 421 1551 633 2421 128 558 84 425 212 98309:00 224 329 553 104 74 178 09:15 202 265 467 100 60 160 09:30 180 272 452 88 76 164 09:45 197 803 297 1163 494 1966 87 379 75 285 162 66410:00 187 235 422 90 47 137 10:15 218 236 454 72 41 113 10:30 233 221 454 76 37 113 10:45 249 887 237 929 486 1816 66 304 30 155 96 45911:00 261 233 494 75 26 101 11:15 231 254 485 38 21 59 11:30 260 277 537 42 14 56 11:45 289 1041 266 1030 555 2071 33 188 13 74 46 262
TOTALS 5306 8878 14184 12422 8874 21296
SPLIT %37.4%62.6%40.0%58.3%41.7%60.0%
NB SB EB WB
0 0 17,728 17,752
AM Peak Hour 11:45 08:00 07:30 16:45 12:30 16:45
AM Pk Volume 1134 1551 2445 1933 1165 3066
Pk Hr Factor 0.981 0.921 0.946 0.961 0.955 0.981
7 - 9 Volume 0 0 1642 3059 4701 0 0 3638 2257 5895
7 - 9 Peak Hour 07:30 08:00 07:30 16:45 16:00 16:45
7 - 9 Pk Volume 0 0 904 1551 2445 0 0 1933 1140 3066
Pk Hr Factor 0.000 0.000 0.922 0.921 0.946 0.000 0.000 0.961 0.966 0.981
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
16:1516:30
14:0014:1514:30
5/1/2019
14:4515:00
DAILY TOTALS
PM Period
16:4517:0017:15
Wednesday
17:3017:45
15:1515:3015:4516:00
18:0018:1518:3018:4519:0019:15
Palomar Airport Rd Bet. Melrose Dr & City Limits
21:3021:4522:00
Total35,480
19:3019:4520:0020:15
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
TOTAL
23:45
TOTALS
Total35,480
DAILY TOTALS
21:0021:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Oct. 20, 2020 Item #4 Page 335 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_032
NB SB EB WB
0 0 18,107 17,878
AM Period NB SB EB WB NB SB EB WB
00:00 45 17 62 290 267 557 00:15 25 16 41 260 270 53000:30 15 17 32 317 300 61700:45 10 95 18 68 28 163 281 1148 295 1132 576 228001:00 48 12 60 287 282 56901:15 20 8 28 279 296 57501:30 15 10 25 323 265 58801:45 17 100 10 40 27 140 290 1179 269 1112 559 229102:00 11 16 27 346 247 593 02:15 9 9 18 327 254 581 02:30 10 13 23 440 249 689 02:45 14 44 13 51 27 95 404 1517 258 1008 662 252503:00 6 10 16 402 263 665 03:15 10 19 29 379 259 638 03:30 9 42 51 428 255 683 03:45 7 32 69 140 76 172 402 1611 281 1058 683 266904:00 8 31 39 444 256 700 04:15 14 48 62 458 280 738 04:30 21 97 118 459 277 736 04:45 38 81 142 318 180 399 453 1814 270 1083 723 289705:00 27 98 125 489 271 760 05:15 35 161 196 466 282 748 05:30 57 232 289 464 294 758 05:45 60 179 353 844 413 1023 384 1803 267 1114 651 291706:00 81 215 296 355 258 613 06:15 87 266 353 320 242 562 06:30 121 320 441 280 224 504 06:45 164 453 337 1138 501 1591 266 1221 205 929 471 215007:00 143 369 512 219 178 397 07:15 180 388 568 192 145 337 07:30 223 378 601 195 117 312 07:45 215 761 429 1564 644 2325 191 797 106 546 297 134308:00 269 395 664 122 116 238 08:15 249 386 635 161 100 261 08:30 237 374 611 133 95 228 08:45 237 992 358 1513 595 2505 139 555 112 423 251 97809:00 200 348 548 131 89 220 09:15 213 272 485 125 69 194 09:30 211 278 489 84 62 146 09:45 204 828 288 1186 492 2014 89 429 62 282 151 71110:00 180 275 455 92 67 159 10:15 223 259 482 68 42 110 10:30 228 233 461 86 47 133 10:45 251 882 241 1008 492 1890 69 315 34 190 103 50511:00 258 241 499 67 41 108 11:15 255 243 498 48 34 82 11:30 277 264 541 41 18 59 11:45 287 1077 266 1014 553 2091 38 194 24 117 62 311
TOTALS 5524 8884 14408 12583 8994 21577
SPLIT %38.3%61.7%40.0%58.3%41.7%60.0%
NB SB EB WB
0 0 18,107 17,878
AM Peak Hour 11:45 07:15 07:45 16:45 12:30 16:45
AM Pk Volume 1154 1590 2554 1872 1173 2989
Pk Hr Factor 0.910 0.927 0.962 0.957 0.978 0.983
7 - 9 Volume 0 0 1753 3077 4830 0 0 3617 2197 5814
7 - 9 Peak Hour 08:00 07:15 07:45 16:45 16:45 16:45
7 - 9 Pk Volume 0 0 992 1590 2554 0 0 1872 1117 2989
Pk Hr Factor 0.000 0.000 0.922 0.927 0.962 0.000 0.000 0.957 0.950 0.983
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total35,985
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
Palomar Airport Rd Bet. Melrose Dr & City Limits
Thursday
5/2/2019
DAILY TOTALS Total35,985
Oct. 20, 2020 Item #4 Page 336 of 360
Project #:CA19_4201_032 City:Carlsbad
Location:Date:5/1/2019Palomar Airport Rd Bet. Melrose Dr & City
Prepared by NDS/ATD
0
200
400
600
800
1000
1200
1400
1600
1800
2000
00
:
0
0
01
:
0
0
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04
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05
:
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06
:
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07
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:
0
0
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:
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10
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:
0
0
12
:
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13
:
0
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15
:
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16
:
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:
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0
18
:
0
0
19
:
0
0
20
:
0
0
21
:
0
0
22
:
0
0
23
:
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0
Ve
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Oct. 20, 2020 Item #4 Page 337 of 360
Project #:CA19_4201_032 City:Carlsbad
Location:Date:5/2/2019
Prepared by NDS/ATD
Palomar Airport Rd Bet. Melrose Dr & City
0
200
400
600
800
1000
1200
1400
1600
1800
2000
00
:
0
0
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:
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0
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:
0
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0
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:
0
0
16
:
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17
:
0
0
18
:
0
0
19
:
0
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20
:
0
0
21
:
0
0
22
:
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0
23
:
0
0
Ve
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Oct. 20, 2020 Item #4 Page 338 of 360
MIDBLOCK COUNT SUMMARY
Number:
Location:
Contents:
39
La Costa Avenue
Between Piraeus St and El Camino Real
15 Minute Volume Report Day 1
15 Minute Volume Report Day 2
24-Hour Volume Plot Day 1
24-Hour Volume Plot Day 2
Oct. 20, 2020 Item #4 Page 339 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_033
NB SB EB WB
0 0 19,195 18,990
AM Period NB SB EB WB NB SB EB WB
00:00 31 12 43 267 266 533 00:15 24 10 34 286 285 57100:30 22 8 30 268 280 54800:45 19 96 8 38 27 134 264 1085 254 1085 518 217001:00 12 15 27 281 314 59501:15 10 9 19 283 266 54901:30 6 4 10 299 285 58401:45 14 42 9 37 23 79 331 1194 259 1124 590 231802:00 11 2 13 312 280 592 02:15 7 5 12 300 282 582 02:30 11 2 13 321 367 688 02:45 6 35 2 11 8 46 371 1304 337 1266 708 257003:00 4 2 6 299 361 660 03:15 10 11 21 343 345 688 03:30 19 10 29 386 290 676 03:45 21 54 29 52 50 106 330 1358 324 1320 654 267804:00 18 17 35 379 313 692 04:15 15 22 37 362 352 714 04:30 27 34 61 370 330 700 04:45 48 108 52 125 100 233 411 1522 365 1360 776 288205:00 40 74 114 421 330 751 05:15 65 82 147 393 381 774 05:30 94 103 197 417 367 784 05:45 148 347 148 407 296 754 424 1655 318 1396 742 305106:00 113 209 322 434 288 722 06:15 137 270 407 388 296 684 06:30 154 287 441 344 275 619 06:45 238 642 351 1117 589 1759 281 1447 231 1090 512 253707:00 242 391 633 222 214 436 07:15 295 415 710 241 192 433 07:30 300 442 742 250 178 428 07:45 382 1219 448 1696 830 2915 228 941 151 735 379 167608:00 334 398 732 231 128 359 08:15 334 398 732 183 124 307 08:30 310 372 682 199 109 308 08:45 322 1300 342 1510 664 2810 163 776 111 472 274 124809:00 271 280 551 168 100 268 09:15 248 324 572 157 98 255 09:30 249 318 567 118 75 193 09:45 251 1019 331 1253 582 2272 105 548 53 326 158 87410:00 238 282 520 100 69 169 10:15 256 314 570 105 39 144 10:30 191 246 437 104 57 161 10:45 248 933 278 1120 526 2053 79 388 34 199 113 58711:00 249 280 529 70 32 102 11:15 210 299 509 39 29 68 11:30 264 301 565 28 17 45 11:45 281 1004 282 1162 563 2166 41 178 11 89 52 267
TOTALS 6799 8528 15327 12396 10462 22858
SPLIT %44.4%55.6%40.1%54.2%45.8%59.9%
NB SB EB WB
0 0 19,195 18,990
AM Peak Hour 07:45 07:15 07:30 17:15 16:45 16:45
AM Pk Volume 1360 1703 3036 1668 1443 3085
Pk Hr Factor 0.890 0.950 0.914 0.961 0.947 0.984
7 - 9 Volume 0 0 2519 3206 5725 0 0 3177 2756 5933
7 - 9 Peak Hour 07:45 07:15 07:30 17:00 16:45 16:45
7 - 9 Pk Volume 0 0 1360 1703 3036 0 0 1655 1443 3085
Pk Hr Factor 0.000 0.000 0.890 0.950 0.914 0.000 0.000 0.976 0.947 0.984
VOLUMEPrepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
16:1516:30
14:0014:1514:30
5/1/2019
14:4515:00
DAILY TOTALS
PM Period
16:4517:0017:15
Wednesday
17:3017:45
15:1515:3015:4516:00
18:0018:1518:3018:4519:0019:15
La Costa Ave Bet. Piraeus St & El Camino Real
21:3021:4522:00
Total38,185
19:3019:4520:0020:15
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
TOTAL
23:45
TOTALS
Total38,185
DAILY TOTALS
21:0021:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Oct. 20, 2020 Item #4 Page 340 of 360
Day:City:Carlsbad
Date:Project #:CA19_4201_033
NB SB EB WB
0 0 19,399 19,245
AM Period NB SB EB WB NB SB EB WB
00:00 25 11 36 247 302 549 00:15 33 12 45 296 274 57000:30 18 8 26 269 310 57900:45 15 91 5 36 20 127 267 1079 286 1172 553 225101:00 16 8 24 260 293 55301:15 18 10 28 288 258 54601:30 14 4 18 237 258 49501:45 10 58 2 24 12 82 284 1069 301 1110 585 217902:00 12 3 15 312 317 629 02:15 9 5 14 310 352 662 02:30 9 3 12 355 330 685 02:45 3 33 5 16 8 49 329 1306 332 1331 661 263703:00 11 11 22 338 334 672 03:15 10 10 20 385 346 731 03:30 17 16 33 322 389 711 03:45 19 57 16 53 35 110 353 1398 336 1405 689 280304:00 16 22 38 387 344 731 04:15 19 20 39 395 325 720 04:30 32 23 55 412 370 782 04:45 44 111 49 114 93 225 364 1558 327 1366 691 292405:00 38 65 103 423 355 778 05:15 55 83 138 422 383 805 05:30 107 122 229 405 370 775 05:45 129 329 144 414 273 743 401 1651 326 1434 727 308506:00 145 210 355 379 317 696 06:15 149 260 409 336 298 634 06:30 180 306 486 353 280 633 06:45 217 691 317 1093 534 1784 351 1419 222 1117 573 253607:00 268 439 707 238 225 463 07:15 292 410 702 268 184 452 07:30 325 451 776 223 160 383 07:45 399 1284 399 1699 798 2983 253 982 152 721 405 170308:00 341 389 730 219 134 353 08:15 337 374 711 244 142 386 08:30 317 349 666 207 129 336 08:45 339 1334 366 1478 705 2812 200 870 102 507 302 137709:00 294 303 597 173 98 271 09:15 235 318 553 142 111 253 09:30 278 301 579 135 94 229 09:45 251 1058 321 1243 572 2301 104 554 79 382 183 93610:00 247 310 557 105 57 162 10:15 232 277 509 85 48 133 10:30 233 293 526 75 48 123 10:45 270 982 275 1155 545 2137 85 350 38 191 123 54111:00 222 265 487 65 37 102 11:15 202 280 482 67 29 96 11:30 260 277 537 37 16 53 11:45 240 924 255 1077 495 2001 42 211 25 107 67 318
TOTALS 6952 8402 15354 12447 10843 23290
SPLIT %45.3%54.7%39.7%53.4%46.6%60.3%
NB SB EB WB
0 0 19,399 19,245
AM Peak Hour 07:30 07:00 07:30 17:00 16:30 17:00
AM Pk Volume 1402 1699 3015 1651 1435 3085
Pk Hr Factor 0.878 0.942 0.945 0.976 0.937 0.958
7 - 9 Volume 0 0 2618 3177 5795 0 0 3209 2800 6009
7 - 9 Peak Hour 07:30 07:00 07:30 17:00 16:30 17:00
7 - 9 Pk Volume 0 0 1402 1699 3015 0 0 1651 1435 3085
Pk Hr Factor 0.000 0.000 0.878 0.942 0.945 0.000 0.000 0.976 0.937 0.958
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total38,644
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATDVOLUME
La Costa Ave Bet. Piraeus St & El Camino Real
Thursday
5/2/2019
DAILY TOTALS Total38,644
Oct. 20, 2020 Item #4 Page 341 of 360
Project #:CA19_4201_033 City:Carlsbad
Location:Date:5/1/2019La Costa Ave Bet. Piraeus St & El Camino
Prepared by NDS/ATD
0
200
400
600
800
1000
1200
1400
1600
1800
00
:
0
0
01
:
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02
:
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:
0
0
04
:
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05
:
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06
:
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0
07
:
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:
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:
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:
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:
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12
:
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:
0
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:
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:
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18
:
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:
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20
:
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21
:
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:
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23
:
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0
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NB SB EB WB
Oct. 20, 2020 Item #4 Page 342 of 360
Project #:CA19_4201_033 City:Carlsbad
Location:Date:5/2/2019
Prepared by NDS/ATD
La Costa Ave Bet. Piraeus St & El Camino
0
200
400
600
800
1000
1200
1400
1600
1800
00
:
0
0
01
:
0
0
02
:
0
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:
0
0
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:
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:
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:
0
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:
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0
0
10
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0
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11
:
0
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:
0
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13
:
0
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:
0
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:
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16
:
0
0
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:
0
0
18
:
0
0
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:
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21
:
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23
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Oct. 20, 2020 Item #4 Page 343 of 360
3-17
OCEANSIDE
SAN MARCOS
ENCINITAS
78
M
E
L
R
O
S
E
D
R
A L G A R D
RA N C H OSANTA
FE
RD
L A C O S T A AVE
E
L
C
A
M
INO
R
E
A
L
LA COS TA AVE
S
A
N
D
IE
G
O
N
O
R
T
H
ER
N
R
R
C
A
R
L
S
B
A
D
B
L
V
D
P OI N S E T TI A LN
PALOMA R A IR P O RT RD
CAMIN O VIDA R OBLE
AVIARA
PK
W
Y
P O I N S E T T I A LN
PA LOMAR AIRPORT RD
F ARA
D
A
Y
AVE
EL
CAMINO
REAL
CA N N ON R DTAMARACKAVE
E
L
C
A
MI
N
O
R
E
A
L
T A M ARACKAVE
C
O
L
L
E
G
E
B
L
V
D
M A RRON R D
C A R LS B A D VILLAGE D R
CANNON RD
C
A
R
L
S
B
A
D
B
L
V
D
78
CA
M
IN
O
JUN
I
P
E
RO
City of
Oceanside
City of
Vista
City of
San Marcos
City of
Encinitas
Batiqu it os Lago o n
MCCLELLAN
-PALOMARAIRPORT
Agua
Hedionda Lagoon
Buena Vista
Lagoon CalaveraLake
Maerkle
Reservoir
P a c i f i c
O c e a n
City of
Oceanside
Highways
Railroad
Transit Centers
Half Mile Radius
City Limits
0 1 20.5
Miles
Source: City of Carlsbad, 2013; SANDAG, 2013; Fehr & Peers, 2013;
Dyett & Bhatia, 2013.
Freeway
Arterial Streets
Identity Streets
Village Streets
Arterial Connector Streets
Neighborhood Connector Streets
Coastal Streets
School Streets
Employment/Transit Connector Streets
Industrial Streets
Local/Neighborhood Street
Figure 3-1
Street System Map
GENERAL PLAN
500 ACRES
100ACRES
Planned Arterial Streets
Planned Arterial Connector Streets
Planned Local/Neighborhood Streets
Figure 3-1: Street System
Ex
h
i
b
i
t
5
Oct. 20, 2020 Item #4 Page 344 of 360
I
' l l l
l i ·-·· ... _,,/ i
I ~ :
---••-•• I '--•-•---
--
•••••
* D :-------. ---...... _ -i ___ ., _ _j
- - --
-·1
i
i i i -------·-
Council Chambers
1200 Carlsbad Village Drive
Carlsbad, CA 92008
Monday, Oct. 5, 2020, 3:00 p.m.
CALL TO ORDER: Acting Chair Perez called the Meeting to order at 3:05 p.m.
ROLL CALL: Present: Perez, Hunter, Penseyres, Fowler, Linke and Wanamaker
Absent: Gocan
PLEDGE OF ALLEGIANCE: Acting Chair Perez led the Pledge of Allegiance
APPROVAL OF MINUTES:
This meeting was conducted virtually via Zoom due to the stay-at-home order for COVID-19.
ACTION:
Motion by Commissioner Linke, seconded by Acting Chair Perez to approve the minutes for the Aug. 3,
2020 meeting and the Sept. 8, 2020 meeting.
Motion carried: 6/0/1 (Absent: Gocan)
PUBLIC COMMENTS ON ITEMS NOT LISTED ON THE AGENDA:
Public comments submitted via email prior to the Traffic and Mobility Commission meeting and read
into the record:
Salima Witt requested that the city conduct increased enforcement measures to control noise pollution
on Carlsbad Boulevard from drag racers and motorcyclists at all hours of the day. She submitted a
petition with over 100 signatures from residents to the Traffic Division to address the noise pollution.
Richard Jonathan Willets requested that the city take necessary measures to mitigate the noise pollution
on Carlsbad Boulevard.
Cindy Yorks requested that the city consider the noise pollution at Carlsbad Boulevard.
Rajiv Dutta requested that the city empower the Police Department to enforce speed limit on Carlsbad
Boulevard and control the noise pollution.
Kelly Lusseden requested the city address the 3-hour parking signs posted in front of the Seagrove
Community on State Street, if possible to remove the 3-hour parking restrictions.
Exhibit 6
Oct. 20, 2020 Item #4 Page 345 of 360
TRAFFIC AND MOBILITY COMMISSION
Minutes
Simon J. Freedman, on behalf of the Sierra Club, submitted his requests to the city and asked that the
following items be placed on the agenda of the Traffic and Mobility Commission meeting on 11-2-2020:
1. Signage and painting at most intersections on Carlsbad Boulevard.
2. Jefferson Street, between Grand Avenue and Las Flores, be converted from a Class II bike lane to a
Class III bike route with sharrows and signage.
3. Carlsbad Village Drive west of I-5, that the number 2 lane, in both directions, be converted from a
Class II bike lane to a Class III bike route with sharrows and signage.
4. Grand Avenue, west of I-5, be made into a Class III bike route, in both directions, with sharrows and
signage.
5. Carlsbad Boulevard, between Tamarack Ave and Carlsbad Village Drive, northbound only, that the
number 2 lane be turned into a Class III bike route with sharrows and signage.
6. The city repaint/refresh the existing sharrows throughout the city with high visibility green-backed
sharrows.
Robert Wilkinson requested the city to present an item on “Parking in our Downtown Village” to the
Traffic and Mobility Commission on Nov. 2, 2020 meeting to consider ways to improve the City’s parking
management policies, specifically temporary parking of vehicles servicing the businesses that are so
critical for a thriving downtown environment in Carlsbad. This should be viewed as “best practice”
management by the City to improve business activity and the safety of all.
CONSENT CALENDAR:
1. FISCAL YEAR 2020 SIDEWALK CONSTRUCTION PROGRAM, PROJECT No. 6002 – Support staff’s
recommendation to implement the Sidewalk Construction Program - Fiscal Year 2020 Sidewalk
Construction Project (Project), Capital Improvement Program (CIP) Project No. 6002.
2. US BIKE ROUTE 95 DESIGNATIONS – Approve a recommendation to the Transportation Director to
author a letter of support for the designation of a US Bike Route 95 through the City of Carlsbad.
PUBLIC COMMENT ON CONSENT CALENDAR ITEM ONE ON THE AGENDA:
Public comments submitted via email prior to the Traffic and Mobility Commission meeting and read
into the record:
Judy Frankel submitted request that the city construct a new sidewalk with a roadway restriping project
on Tamarack Avenue between Carlsbad Village Drive and El Camino Real to change it to one travel lane
each way and a two way left turn lane so that the minimum width bike lane can be widened.
ACTION:
Motion by Commissioner Linke, seconded by Commissioner Hunter, to approve Consent Calendar Item
Nos. 1 and 2.
Motion carried: 6/0/1 (Absent: Gocan)
Oct. 20, 2020 Item #4 Page 346 of 360
DEPARTMENTAL REPORTS:
3. POLICE MONTHLY REPORT – (Staff contact: Lieutenant Christie Calderwood, Police Department)
Staff Recommendation: Receive report
Lieutenant Calderwood presented the report and reviewed a PowerPoint presentation (on file in
the Office of the City Clerk) in regard to the latest traffic enforcement activities by the police
department.
COMMISSION DISCUSSION:
Commissioner Penseyres appreciates that we continue to track cyclist legal and illegal activity and
COVID-19 safety concerns. Commissioner Linke commented that in addition to addressing the noise
problems, there are delivery trucks parking illegally impacting access into bike lanes.
4. BEACH ACCESS REPAIRS AND IMPROVEMENTS PROJECT, CAPITAL IMPROVEMENT
PROGRAM PROJECT No. 3890 – (Staff Contact: Hossein Ajideh and Emad Elias, Public Works)
Staff’s Recommendation: Receive report
Engineering Manager Ajideh and Associate Engineer Elias presented the report and reviewed a
PowerPoint presentation (on file in the Office of the City Clerk).
COMMISSION DISCUSSION:
Commissioner Penseyres inquired about the benefit of removing lanes on Carlsbad Boulevard, to expand
pedestrian access without having to extend the walkway over the bluffs. Engineering Manager Ajideh
said this project started as a curb project for safety, and other CIP projects will consider complete
streets improvements such as roundabouts, pedestrian crossings, and a more comprehensive
streetscape study.
Commissioner Hunter inquired about the timing of the project and next steps. Associate Engineer Elias
said that staff will work with State Parks on right of way access over the next 6 months, then it will take
an additional 4 to 6 months to award construction contract. Construction will take place during slow
season, i.e., fall and winter, for possibly two seasons, and will be limited during the busy summer
months.
The type of repairs needed and the impact to the sensitive bluff area were also discussed. Associate
Engineer Elias said that the existing concrete pillars are in excellent condition and will not impact the
bluff. This is a repair project which is different from an improvement project. A request to discuss the
benefits of cables, bollards and a k-rail, in terms of creating extra space, costs and aesthetics will occur
as part of the final design review at a future commission meeting.
Commissioner Linke thanked Deputy City Manager Gomez for keeping her promise in April when he
informed City Council that this item should come before the Traffic and Mobility Commission, and she
said staff would present the design for review.
Oct. 20, 2020 Item #4 Page 347 of 360
5. TRAINING ON PUBLIC RECORDS ACT – (Staff contact: Robby Contreras and Celia Brewer, City
Attorney)
Staff’s Recommendation: Training only
City Attorney Brewer and Assistant City Attorney Contreras presented the report and reviewed a
PowerPoint presentation (on file in the Office of the City Clerk).
COMMISSION DISCUSSION:
The commission inquired and clarified that the test to determine if a text, social media post, or personal
email should be considered a public record depends on whether it substantially relates to city business,
or Traffic and Mobility Commission-related issues. The City Attorney’s office advises that, in quasi-
judicial hearings, commissioners should not do outside research to understand a given subject, but
commissioner decision making should be made based on a licensed decision maker, an engineer, an
attorney, or some other person who would be seen as a credible person in court. Correspondence, like a
text about Traffic and Mobility Commission matters, should not be deleted after commissioners are
made aware of a Public Records Act request that might apply to that text message. The city can face
liability if staff or commissioners do not release information properly, as the requester of the text may
already have a copy of it when they file their request with the city. Please call the City Attorney’s Office
if you are concerned or uncertain about what communication, email, or text message must be retained
or released in response to a Public Records Act request.
Acting Chair Perez called for a break at 5:16 p.m. and resumed the meeting at 5:30 p.m.
6. PUBLIC HEARING ON GROWTH MANAGEMENT PLAN / GENERAL PLAN ANNUAL MONITORING
REPORT, ADOPTION OF GROWTH MANAGEMENT PLAN FINDINGS, DETERMINATION OF DEFICIENT
STREET FACILITIES, AND ACTIONS TO ADDRESS THE DEFICIENT FACILITIES INCLUDING BUT NOT
LIMITED TO VEHICULAR LEVEL OF SERVICE EXEMPTIONS PURSUANT TO GENERAL PLAN MOBILITY
ELEMENT POLICY 3-P.9 AND/OR INITIATING PLANNING FOR VEHICULAR CAPACITY
IMPROVEMENTS – (Staff contact: Tom Frank and Nathan Schmidt, Public Works)
Staff’s Recommendation: Approve staff recommendation
Transportation Director Frank and Transportation Planning and Mobility Manager Schmidt presented the
staff report and reviewed a PowerPoint presentation (on file in the Office of the City Clerk).
COMMISSION DISCUSSION:
Commissioner Linke stated that the General Plan says that we should strive to maintain a LOS D or
better for all street facilities subject to MMLOS monitoring, excluding exempt intersections and streets
that are approved by the City Council. He discussed the prior and current exemptions and their impact
on current and future deficiencies. Exemptions identified in previous GMP Monitoring reports included
recommendations on roadway improvements that either partially or fully addressed the deficiencies.
Commissioner Linke asked if there are there really no feasible physical improvement projects to address
the six deficient street facilities? Were any Transportation System Management (TSM) or Transportation
Oct. 20, 2020 Item #4 Page 348 of 360
Demand Management (TDM) projects looked at that may improve operations because there aren’t any
that are presented in the staff report? Should we continue to include intersection analysis in the
monitoring program?
Transportation Director Frank said that staff did conduct a high-level review of potential mitigation
options including potential intersection improvements that could be implemented and a review of
Capital Improvement Program projects was conducted; however, no solutions were identified that
would significantly improve LOS. The exempt segments would require implementation of TDM and TSM.
Some of the deficiencies are near I-5 and the North County Transit District railroad corridor and have
constrained right-of-way which limit mitigation options. We also have the Adaptive Signal Program
which helps reduce congestion in exempt segments and could be another potential mitigation. It should
also be noted that staff intends to bring the scope of work for the FY 2020-21 GMP Monitoring analysis
to the Traffic and Mobility Commission next month for review and this will provide an opportunity to
include a more in-depth analysis of mitigation options.
Commissioner Linke responded that based on the Growth Management Plan monitoring report is clear
that we need to make appropriate efforts to identify mitigations to maintain the appropriate LOS D
standard that’s required by the Citywide Facilities and Improvements Plan (CFIP). We should also be
looking at individual segments and intersections in detail as recommended by the methodology.
Commissioner Linke also cited the letter to the City of Carlsbad from Housing and Community which
says that residential developments can’t have a moratorium but this doesn’t preclude commercial or
mixed-use development from moratorium, is that true?
Assistant City Attorney responded that it is not true. Adding retail development to the urban fabric
improves destination proximity and results in shorter trips and reduced vehicle miles traveled (VMT).
Commissioner Linke stated that the staff report seems to indicate that we only need to remedy new
deficiencies and not pre-existing deficiencies. What is this trying to imply?
Assistant City Attorney responded that the application of MMLOS in that context was not intended to be
applied to vehicular congestion but was intended to be applied to non-vehicular modes of travel such as
bike paths, trails, etc. We are guided by our municipal code which instructs the city to construct
improvements concurrent with new development per CMC sections 21.90.045, 21.90.010.A.3.
Commissioner Linke stated that he believed that the paragraph regarding pre-existing deficiencies
should not be included as it is completely the opposite of the intent of the Mobility Element to improve
existing infrastructure as new development is added to the city.
Commissioner Linke suggested that there are several roadway facilities that should be unexempted, as
outlined in his letter, because they currently have passed, and that these segments should not be
exempted until after buildout or until after College Boulevard and Poinsettia Lane are fully constructed.
It appears that specific language was deleted from the Mobility Element before going to City Council for
final approval and it should still be in the General Plan.
Deputy City Manager Gomez responded that what we have is the document as it currently exists which
is what was adopted by City Council, and we can address this interpretation with assistance from our
Oct. 20, 2020 Item #4 Page 349 of 360
City Attorney’s office. For the presentation to City Council on October 20th we can have the City
Attorney’s office address this question.
Commissioner Linke then presented a series of slides regarding potential intersection improvements
which could be considered to address the identified roadway deficiencies.
Commissioner Penseyres stated that he has been hearing a lot about induced demand specifically
relating to Cannon Road and related to the congestion levels on the surrounding highways. Additionally,
COVID-19 has significantly changed our travel behavior and travel patterns as more people work from
home. These travel behavior patterns should be considered before we commit to major roadway
infrastructure improvements intended to improve vehicle traffic congestion and focus on other
improvements that improve access and safety for all travel modes.
Commissioner Hunter stated that he agrees with much of Commissioner Linke’s comments and is
against exempting roadways until we take a more in-depth look at options to potentially mitigate the
identified deficiencies such as adding right-turn lanes, improving intersection operations, etc. Bikes are
great but bikes are not a major transportation program that will greatly improve traffic congestion
throughout the city.
Commissioner Fowler stated that he appreciated Commissioner Linke’s work on reviewing the item in
detail and for his valuable comments. He questioned what’s next if we look at roadway improvements
and would they even create a drastic or even noticeable change in traffic congestion in Carlsbad? It
would be useful to understand what are the consequences to what Mr. Linke is suggesting.
Commissioner Linke responded that the GMP and General Plan create a legal obligation for us to do this
but in a smart and reasonable way. We should follow our guidance and do the intersection analysis in
areas that are found to be deficient. Staff such as Mr. Bilse who is working on the Traffic Signal Master
Plan that may be able to provide analysis that can improve the intersection operations.
Transportation Director Frank responded that additional review is warranted and staff will go back and
look at some of the specific suggestions that Mr. Linke has provided in both his letter and presentation.
Vice Chair Perez asked if Table 3 could be updated specifically for the segment of northbound College
Boulevard from Carlsbad Village Drive to Oceanside city limits. The affected local facility management
zone for this segment should also include LFMZ 25 (which includes Quarry Creek) as well because the
roadway does ultimately provide access to this zone. Staff agreed to look into it.
Deputy City Manager Gomez invited the commission to attend the City Council Meeting on October 20,
2020 and present on the Commission’s discussion and recommendations if desired.
ACTION:
Motion by Commissioner Linke seconded by Commissioner Hunter to support staff recommendations:
1. Receive and file the Growth Management Plan (GMP)/General Plan Annual Monitoring Circulation
Section, prepared pursuant to Carlsbad Municipal Code (CMC) Section 21.90.130(d) and Gov. Code
Section 65400, and
Oct. 20, 2020 Item #4 Page 350 of 360
2.A. Adopt a resolution to: Determine the following street facilities to be deficient pursuant to CMC
21.90.130(c) because they do not meet the vehicular level of service (LOS) component of the city’s
circulation performance standard in the CFIP:
1. Eastbound Palomar Airport Road from Avenida Encinas to Paseo del Norte
2. Westbound Palomar Airport Road from Paseo del Norte to Avenida Encinas
3. Northbound College Boulevard from Carlsbad Village Drive to Oceanside City Limits
4. Eastbound Cannon Road from Avenida Encinas to Paseo del Norte
5. Westbound Cannon Road from Paseo del Norte to Avenida Encinas
6. Southbound El Camino Real from Tamarack Avenue to Cannon Road.
The Traffic and Mobility Commission did not support staff’s recommendation 2.B., which recommended
adopting a resolution to determine the six identified street facilities to be built out and exempt from the
vehicular LOS performance standard, in accordance with the General Plan Mobility Element 3-P.9 and
the CFIP Circulation Performance Standard. The Traffic and Mobility Commission further recommended
that staff evaluate and identify measures to address deficiencies on the six identified street facilities
including roadway improvements, Transportation Demand Management, and Transportation Systems
Management strategies and requested staff to return to the Traffic and Mobility Commission at a later
date to report on potential measures to address these deficiencies.
Motion carried: 5/0/2 (Absent: Gocan, Wanamaker)
Motion by Commissioner Linke, seconded by Acting Chair Perez to create an Ad Hoc committee
composed of Commissioner Penseyres, Commissioner Linke and Vice-Chair Perez to work with staff to
update the city’s Multimodal Level of Service (MMLOS) methodology.
Motion carried: 5/0/2 (Absent: Gocan, Wanamaker)
Motion by Commissioner Hunter seconded by Commissioner Linke to nominate Chair Gocan to
represent the Traffic and Mobility Commission at the City Council Meeting on October 20, 2020 and
have Commissioner Linke as the back-up if she is unable to attend.
Motion carried: 5/0/2 (Absent: Gocan, Wanamaker)
CITY TRAFFIC ENGINEER REPORT:
City Traffic Engineer Comments: Attachment A
City Traffic Engineer Kim said staff will follow up with all public comments received.
Transportation Planning and Mobility Manager Schmidt shared that October 7 is Clean Air Day and
information about Clean Air Day can be found on the city webpage.
TRAFFIC AND MOBILITY COMMISSION COMMENTS:
Commissioner Linke reminded the commission about the comment submitted by a representative of the
Sierra Club, and Commissioner Penseyres disclosed that he has been in contact with the Sierra Club but
he was not involved in the preparation of the comment that they sent to the city.
Oct. 20, 2020 Item #4 Page 351 of 360
The Traffic and Mobility Commission agreed that they should invite the Sierra Club to present their
comments at the Sustainable Mobility Program ad-hoc committee.
ADJOURNMENT:
Acting Chair Perez adjourned the Traffic and Mobility Commission Meeting on Oct. 5, 2020, at 7:39 p.m.
___________________________
Eliane Paiva, Minutes Clerk
Oct. 20, 2020 Item #4 Page 352 of 360
PROOF OF PUBLICATION
(2010 & 2011 C.C.P.)
STATE OF CALIFORNIA
County of San Diego
I am a citizen of the United States and a resident of the
County aforesaid: I am over the age of eighteen years and
not a party to or interested in the above-entitled matter. I
am the principal clerk of the printer of
The San Diego Union Tribune
Formerly known as the North County Times and UT North
County and which newspaper has been adjudicated as a
newspaper of general circulation by the Superior Court of the
County of San Diego, State of California, for the City of
Oceanside and the City of Escondido, Court Decree numbers
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of which the annexed is a printed copy (set in type not smaller
than nonpariel), has been published in each regular and entire
issue of said newspaper and not in any supplement thereof
on the following dates, to-wit:
October 9th, 2020
I certify (or declare) under penalty of perjury that the
foregoing is true and correct.
Dated at TEMECULA, California this
9th, day October, 2020
Jane Allshouse
The San Diego Union Tribune Legal Advertising
EXHIBIT 7
Oct. 20, 2020 Item #4 Page 353 of 360
NOTICE OF PUBLIC HE.ARING
NOTICE IS HEREBY GIVEN that the City of Carlsbad City Council will
hold a public hearing at 3:00 p.m. on Tuesday, Oct. 20, 2020 to receive
the Fiscal Year 2018-19 Annual Monitoring Report for the City of earls-
bad General Plan/Growth Management Plan (GMP)/Cltywlde Facilities
and Improvements Plan (CFIP), prepared pursuant to Carlsbad Munici-
pal Code Section 21.90.130 and Gov. Code Section 65400.
This monitoring report Includes analysis of development activity,
compliance with resldentlal development caps and quadrant limits,
facllltles and Improvements adequacy analysis, Including discussion of compliance with the Citywide Facllltles and Improvements Plan
performance standards for Administrative Facllltles, Libraries, Waste-
water Treatment Capacity, Parks, Drainage, Clrculatlon, Fire, Open
Space, Schools, Sewer Collection Systems, and Water Distribution Sys-
tems, and GMP findings.
The City Council wlll also consider recommendations from the Traffic
and Mobfllty Commission made at their public hearing held on Octo-
ber 5, 2020, where the Growth Management Plan's Clrculatlon Section
of the GMP report was presented and consideration given to findln!:JS
that several street facllltles are found to be deficient and may Justlty
exemption.
The City Council may also take actions related to compliance with the
City's Clrculatlon performance standards, which may Include circula-
tion Improvements and/or potential vehicular Level of Service exemp-
tions, pursuant to General Plan Mobility Element Polley 3-P.9, along
with the adoption of CEQA Exemptions. The City Council's Staff Report
and the Monitoring Report wlll be available on the City's agenda web-
site at least 72 hours before the City Council hearing:
https://www.carlsbadca.gov/c ltyha 11/clerk/meetln gs/.
Per Callfornla Executive Order N-29-20, and In the Interest of public
health and safety, we are temporarily taking actions to prevent and
mitigate the effects of the COVID-19 pandemic by holding City Coun-
cil and other public meetings onllne only. All public meetings will
comply with public noticing requirements In the Brown Act and will
be made accessible electronically to all members of the public seeking
to observe and address the City Council. You may participate by phone
or In writing. Participation by phone: sign up at https://www.carls-
badca.gov/cltyhall/clerk/meetlngs/default.asp by 2 p.m. the day of
the meeting to provide comments live by phone. You will receive a
confirmation email with Instructions about how to call In. Participa-
tion In writing: email comments to clerk@carlsbadca.gov. Comments
received by 2 p.m. the day of the meeting will be shared with the City
Council prior to the meeting. When e-mailing comments, please Iden-
tify In the subject line the agenda Item to which your comments relate.
All comments received win be Included as part of the official record.
Written comments will not be read out loud.
Those persons wishing to speak on this proposal are cordially Invited
to attend the public hearing. If you have any questions, please con-
tact Corey Funk In the Community Develorment Department at (760)
602-4645 or Corey.Funk@carlsbadca.gov I you challenge this Annual
Monitoring Report or the City Council's actions In court, you may be
limited to raising only those Issues you or someone else raised at the
public hearing described In this notice or In written correspondence
delivered to the City of Carlsbad, Attn: City Clerk's Office, 1200 earls-
bad VIiiage Drive, earlsbad, CA 92008, at or prior to the public hearing.
PUBLISH: Friday, October 9, 2020
CITY OF CARLSBAD CITY COUNCIL
October 12, 2020
Re: Growth Management Plan mobility monitoring
Honorable Mayor and Councilmembers (Cc: Planning Commission):
I want to thank council for prioritizing the Traffic and Mobility Commission (T&MC)’s review of the
Transportation Impact Analysis (TIA) Guidelines and the Traffic Impact Fee Program. I also want to thank
the Transportation Department for their commitment to have the T&MC review the Growth
Management Plan (GMP) mobility monitoring protocols and multimodal level of service (MMLOS)
methods, as well as their transition to the new validated vehicle LOS method. All of these updates
should greatly enhance mobility and the transparency of decision-making in Carlsbad.
However, as a prelude to the imminent presentation of the Fiscal Year (FY) 2018-19 GMP Monitoring
Report to council, I would like to follow up on the pair of July 2019 council meetings when the last
report (FY 2017-18) was presented.1 That was the first report to use the new vehicle LOS methodology,
and it included disclosure of eight deficient street facilities for which council asked staff to go back and
identify potential improvement projects. Over the following year, with feedback from the T&MC,
multiple projects were identified and approved that should eventually resolve the deficiencies on five of
the facilities and improve conditions on another.2
Also at the July 2019 meetings, I provided the history of the vehicle LOS methods. For example, back in
1989, rather than adopting the validated methods recommended by the “Citizens Committee to Study
Growth,” staff instead created the old flawed methods that greatly under-estimated congestion. And
they continued to use them through at least 2018, despite my pointing out the problem beginning in
2011,3 and despite the 2015 General Plan requirement that they be compliant with the Highway
Capacity Manual.4 I also presented data showing that the deficiencies of the eight street facility actually
began multiple years prior—some as far back as 2008 or earlier (Exhibit 1)—and that several more pre-
existing street deficiencies should be expected in the next monitoring report, because many required
streets had not yet been monitored.
I was challenged at the time with a statement that my educational degree is not in traffic engineering,
and I was invited to consult with staff/experts to verify my claims. That was a fair request, and I would
like to follow up now by citing the reports from two independent traffic consulting firms that have
confirmed my findings that the old methods were flawed, as well as the reasons they were flawed.5
Exhibits 2 and 3 are tables from those reports that provide dramatic side-by-side comparisons of results
using the old flawed methods with the methods required by the 2015 General Plan Mobility Element.
1 7/9/2019 and 7/16/2019 council meetings 2 Four facilities were addressed at the 12/17/2019 council meeting, and the remaining four on 6/9/2020. 3 My first report to the City Council occurred at the 6/28/2011 meeting. 4 2015 General Plan Mobility Element 5 Kimley Horn’s City of Carlsbad Roadway Level of Service Analysis, 2/2020 and Fehr & Peers’ LOS Assessment of the
City of Carlsbad’s Traffic Monitoring Program Study Intersections memorandum, 9/9/2015
Exhibit 8
Oct. 20, 2020 Item #4 Page 354 of 360
The February 2020 Kimley Horn report goes on to state that staff’s old methods “did not adequately
reflect actual roadway conditions,” and that “the new methodology captures a more realistic analysis of
LOS” and “better reflect[s] field conditions.” It further states that the old methods did not take into
consideration any of the roadway configurations, speed limits, traffic signal characteristics, lane
utilizations, etc. on Carlsbad’s streets, as I have pointed out on several past occasions.
In addition, as I warned in July 2019, the new FY 2018-19 report has a set of six more deficient street
facilities with proposed exemptions, which, again, go back several years. The T&MC’s 10/5/2020
discussion of this topic can be viewed at https://tinyurl.com/y2adgaz3.
Masking the deficiencies of Carlsbad’s street facilities for many years has had consequences beyond just
the annual reporting of misleading data to council, though. Development applications have cited the
results of those misleading reports to help justify not doing detailed traffic studies or reducing the
amount of required mitigation funding. One example is an apartment complex currently being built just
south of Cannon Road and east of El Camino Real, which cited the lack of traffic problems there in a
monitoring report,6 while the reality is it will soon be adding substantial traffic to these recently
exempted (due to deficiency) facilities.7
It is also troubling that the Community & Economic Development (CED) Department was resistant to
enforcing the April 2018 TIA Guidelines and tried to resurrect the old vehicle LOS methods in late 2019
to help another development in that area avoid an obvious traffic impact.8
Going forward, I respectfully request that council be vigilant in at least two areas:
1. For the six deficient street facilities to be reported in the new FY 2018-19 GMP Monitoring
Report, exemptions from the vehicle LOS performance standard were recommended to the
T&MC by the Transportation Department without mitigation.9 Please follow the T&MC’s
unanimous recommendation to have staff further investigate potential projects to improve the
performance of these facilities before exempting them, as you did for the FY 2017-18 report.
2. Ensure that the CED Department begins complying with the TIA Guidelines, LOS methods, GMP,
and General Plan in a consistent manner that results in fair-share contributions from developers
for mobility-related projects and programs.
Best regards,
Steve Linke
Carlsbad Traffic and Mobility Commissioner
6 Robertson Ranch PA-22 (Casa Aldea) traffic impact memo, Urban Systems Associates, Inc., 8/12/2015 7 6/9/2020 council meeting 8 Draft TIAs and comments between the CED Department and the Marja Acres traffic consultants in 9/2018 and
8/2019 emails 9 10/5/2020 T&MC meeting
Oct. 20, 2020 Item #4 Page 355 of 360
Exhibit 1 (bold red text indicates initial deficiency year)
Oct. 20, 2020 Item #4 Page 356 of 360
Legend
Level of Service
--A
--B
·--c
--D !/
--E
--F
■ ■ ■ , Roadway Exempt
CJ Carlsbad Boundaries
Exhibit 2 (Table 2 from Kimley Horn’s City of Carlsbad Roadway Level of Service Analysis, 2/2020)
Oct. 20, 2020 Item #4 Page 357 of 360
Table 2-Comparing LOS from New Methodology arnd Unadjusted Capacity
Count Old LOS Method New LOS Method N/S Streets Index No. Limits
NB SB NB SB
1 City Limits to Marron Road A A F F
2 Marron Road to Carlsbad Villal!e Drive A A C C
3 carlsbad Village Drive to Tamarack Avenue A A A A
4 Tamarack Avenue to Cannon Road A A C F
5 cannon Road to College Boulevard D A F F
El Camino Real 6 College Boulevard to Palomar Airport Road A A B B
7 Palomar Airport Road to Camino Vida Roble A A D D
8 camino Vida Roble to Poinsettia Lane A A C C
9 Poinsettia Lane to Aviara Parkway-Alga Rd A A C C
10 Aviara Parkwav-Al~a Road to La Costa Ave A C C F
11 La Costa Avenue to Leucadia Boulevard A A C D
12 City Limits to Carlsbad Viii.age Drive A A E D
COiiege Boulevard 13 carlsbad Villa~e Drive to Cannon Road A A D D
14 El camino Real to Aston Avenue A A D D
15 Aston Avenue to Palomar Airport Road A A B F
Aviara Parkway 16 Palomar Airport Road to Poinsettia Lane A A D D
17 City Limits to Palomar Airport Road A A C F
Mel rose Drive 18 Palomar Airport Rd to Poin settia Ln A A C C
19 Poinsettia Ln to Rancho Santa Fe Rd A A C C
20 City Limits to Camino Junip ero A A C C
Rancho Santa Fe 21 camino Juniperoto La Costa Avenue A A C C
Road 22 La Cost a Avenue to Calle Barcelona A A D C
23 calle Barcelona toOlivenhain Road A A C C
E/W Streets Count Limits Old LOS Method New LOS Method
Index No. WB EB WB EB
24 Avenida Encinas to Paseo del Norte A A F F
25 Paseo del Norte to car Country A A C C
26 car Country to Legoland Dr A A C C cannon Road 27 Lel!oland Dr to Faraday Ave A A C D
28 Faraday Ave to El Camino Real A A C C
29 El camino Real to College Boulevard A A E F
30 carlsbad Blvd to Avenida Encinas A A B B
31 Avenida Encinas to Paso de l Norte A A F F
32 Paseo del Norte to Ar mada A A D D
33 Armada to Aviara Pkwv A A C C
Palomar Airport Road 34 Aviara Pkwy to Camino Vida Ro ble A A B B
35 camino Vida Roble to El camino Real A A C C
36 El camino Real to El Fuerte A A C C
37 El Fuerte to M elrose Dr A A F F
38 Melrose Drto City Limits A A C C
La Costa Avenue 39 Piraeus St to El Camino Real A A F C
Exhibit 3 (selected pages from Table 2 of the Fehr & Peers’ LOS Assessment of the City of Carlsbad’s
Traffic Monitoring Program Study Intersections memorandum, 9/9/2015)
Compare the old “City ICU Method” (first column of LOS letter grades) to the “HCM Delay Method”
(last column of LOS letter grades)
Oct. 20, 2020 Item #4 Page 358 of 360
TABLE 2 -INTERSECTION OPERATIONS ANALYSIS METHODOLOGY COMPARISON
City ICU Method(l) Synchro ICU HCM Delay
Method<2> Method<3>
# Intersection PM PM PM
ICU Ratio LOS ICU Ratio LOS Delay LOS (sec/veh)
1 El Camino Plaza Dr 0.64 B 0.661 C 31.1 C Real
2 El Camino Marron Rd 0.56 A 0.636 B 36.9 D Real
3 El Camino Carlsbad 0.60 A 0.714 C 38.9 D Rc;:il Vill;:i9c Dr
4 El Camino Tamarack 0.61 B 0.664 C 29.6 C Real Ave
5 El Camino Cannon 0.81 D 0.984 F 47.1 D Real Rd
6 El Camino College 0.67 B 0.755 D 44 .6 D Real Blvd
7 El Camino Faraday 0.78 C 0.808 D 58.1 E Real Ave
8 El Camino Palomar 0.80 C 0.955 F 68.4 E Real Airport Rd
9 El Camino Cassia Rd 0.70 B 0.844 E 44.1 D Real
Exhibit 3
Oct. 20, 2020 Item #4 Page 359 of 360
TABLE 2 -INTERSECTION OPERATIONS ANALYSIS METHODOLOGY COMPARISON
City ICU Method<U Synchro ICU HCM Delay
Methodll> Method<3>
# Intersection PM PM PM
ICU Ratio LOS ICU Ratio LOS Delay LOS (sec/veh)
10 El Camino Poinsettia 0.48 A 0.669 C 29.7 C Real Ln
El Camino Alga Rd-
11 Real Aviara 0.70 B 0.831 E 82.2 F
Pkwy
12 El Camino La Costa 0.79 C 0.912 F 80.8 F Real Ave
13 El Camino Calle 0.61 B 0.664 C 39.5 D Real Barcelona
14 Palomar Avenida 0.75 C 0.632 B 34.3 C Airport Rd Encinas
15 Palomar Paseo Del 0.72 C 0.725 C 31.8 C Airport Rd Norte
16 Palomar Armada Dr 0.71 C 0.849 E 38.5 D Airport Rd
College
17 Palomar Blvd-0.70 B 0.856 E 54.l D Airport Rd Aviara
Pkwy
18 Palomar Yarrow Dr 0.68 B 0.727 C 35.4 D Airport Rd
19 Palomar Loker Ave 0.66 B 0.703 C 20.6 C Airport Rd w.
20 Palomar El Fuerte 0.82 D 0.917 F 29.2 C Airport Rd St
21 Palomar Melrose 0.71 C 0.815 D 61.3 E Airport Rd Dr
Exhibit 3
Oct. 20, 2020 Item #4 Page 360 of 360
#
47
48
49
TABLE 2 -INTERSECTION OPERATIONS ANALYSIS METHODO LOGY COMPARISON
City ICU Method<U Synchro ICU HCM Delay
Methodll> Method<3>
Intersection PM PM PM
ICU Ratio LOS ICU Ratio LOS Delay LOS (sec/veh)
1-5 NB Palomar 0.67 B 0.644 C 23.9 C Ramps Airport Rd
1-5 SB La Costa 0.58 0.634 B 24.6 C Ramps Ave A
1-5 NB La Costa 0.66 B 0.634 B 22.6 C Ramps Ave
ru City JCU calculations based on an ideal saturation flow rate of 2000 vphpl for through movements and 1,800 vphpl
for tum lanes {i.e., left and right).
I?) Synchro ICU based on a default ideal saturation flow rate of 1900 vphpl, wtiich the software then adjusts using
other factors (e.g., lane utilization, etc.),
ll> HCM delay method based on a default ideal saturation flow rate of 1900 vphpl, v.tiich the Synchro software then
adjusts using other factors (e.g., lane utilization, etc.),
Tammy Cloud-McMinn
From:
Sent:
To:
Cc:
Subject:
Steve Linke
Monday, October 12, 2020 12:18 AM
'City Clerk; Planning
Council Internet Email
GMP monitoring correspondence
All Receive -Agenda Item# t/
For the Information of the:
Crf!. COUNCIL
Date !.Ei.2£):A ....,..--cc -=
CM ~CM_ CM (3) _.--
Attachments: 2020-10-20 CC GMP monitoring -Linke correspondence.pdf
Dear City Clerk and Planning Commission Clerk:
I would like the attached correspondence immediately distributed to the City Council and Cc'ed to the Planning
Commission. I also would like this correspondence included as part of the public record when the FY 2018-19 GMP
Monitoring Report is presented to the City Council (currently scheduled for 10/20/2020 according to staff).
Kind regards,
Steve Linke
CAUTION: Do not open attachments or click on links unless nize the sender and know the content i
1
October 12, 2020
Re: Growth Management Plan mobility monitoring
Honorable Mayor and Councilmembers (Cc: Planning Commission):
I want to thank council for prioritizing the Traffic and Mobility Commission (T&MC)'s review of the
Transportation Impact Analysis (TIA) Guidelines and the Traffic Impact Fee Program. I also want to thank
the Transportation Department for their commitment to have the T&MC review the Growth
Management Plan (GMP) mobility monitoring protocols and multimodal level of service (MM LOS)
methods, as well as their transition to the new validated vehicle LOS method. All of these updates
should greatly enhance mobility and the transparency of decision-making in Carlsbad.
However, as a prelude to the imminent presentation of the Fiscal Year (FY) 2018-19 GMP Monitoring
Report to council, I would like to follow up on the pair of July 2019 council meetings when the last
report (FY 2017-18) was presented.1 That was the first report to use the new vehicle LOS methodology,
and it included disclosure of eight deficient street facilities for which council asked staff to go back and
identify potential improvement projects. Over the following year, with feedback from the T&MC,
multiple projects were identified and approved that should eventually resolve the deficiencies on five of
the facilities and improve conditions on another. 2
Also at the July 2019 meetings, I provided the history of the vehicle LOS methods. For example, back in
1989, rather than adopting the validated methods recommended by the "Citizens Committee to Study
Growth," staff instead created the old flawed methods that greatly under-estimated congestion. And
they continued to use them through at least 2018, despite my pointing out the problem beginning in
2011, 3 and despite the 2015 General Plan requirement tha,t they be compliant with the Highway
Capacity Manual. 4 1 also presented data showing that the deficiencies of the eight street facility actually
began multiple years prior-some as far back as 2008 or earlier (Exhibit 1)-and that several more pre-
existing street deficiencies should be expected in the next monitoring report, because many required
streets had not yet been monitored.
I was challenged at the time with a statement that my educational degree is not in traffic engineering,
and I was invited to consult with staff/experts to verify my claims. That was a fair request, and I would
like to follow up now by citing the reports from two independent traffic consulting firms that have
confirmed my findings that the old methods were flawed, as well as the reasons they were flawed. 5
Exhibits 2 and 3 are tables from those reports that provide dramatic side-by-side comparisons of results
using the old flawed methods with the methods required by the 2015 General Plan Mobility Element.
1 7/9/2019 and 7/16/2019 council meetings
2 Four facilities were addressed at the 12/17/2019 council meeting, and the remaining four on 6/9/2020.
3 My first report to the City Council occurred at the 6/28/2011 meeting.
4 2015 General Plan Mobility Element
5 Kimley Horn's City of Carlsbad Roadway Level of Service Analysis, 2/2020 and Fehr & Peers' LOS Assessment of the
City of Carlsbad's Traffic Monitoring Program Study Intersections memorandum, 9/9/2015
1
The February 2020 Kimley Horn report goes on to state that staff's old methods "did not adequately
reflect actual roadway conditions," and that "the new methodology captures a more realistic analysis of
LOS" and "better reflect[s] field conditions," It further states that the old methods did not take into
consideration any of the roadway configurations, speed limits, traffic signal characteristics, lane
utilizations, etc. on Carlsbad's streets, as I have pointed out on several past occasions.
In addition, as I warned in July 2019, the new FY 2018-19 report has a set of six more deficient street
facilities with proposed exemptions, which, again, go back several years. The T&MC's 10/5/2020
discussion of this topic can be viewed at https://tinyurl.com/y2adgaz3.
Masking the deficiencies of Carlsbad's street facilities for many years has had consequences beyond just
the annual reporting of misleading data to council, though. Development applications have cited the
results of those misleading reports to help justify not doing detailed traffic studies or reducing the
amount of required mitigation funding. One example is an apartment complex currently being built just
south of Cannon Road and east of El Camino Real, which cited the lack of traffic problems there in a
monitoring report, 6 while the reality is it will soon be adding substantial traffic to these recently
exempted (due to deficiency) facilities. 7
It is also troubling that the Community & Economic Development (CED) Department was resistant to
enforcing the April 2018 TIA Guidelines and tried to resurrect the old vehicle LOS methods in late 2019
to help another development in that area avoid an obvious traffic impact. 8
Going forward, I respectfully request that council be vigilant in at least two areas:
1. For the six deficient street facilities to be reported in the new FY 2018-19 GMP Monitoring
Report, exemptions from the vehicle LOS performance standard were recommended to the
T&MC by the Transportation Department without mitigation. 9 Please follow the T&MC's
unanimous recommendation to have staff further investigate potential projects to improve the
performance of these facilities before exempting them, as yc;>u did for the FY 2017-18 report.
2. Ensure that the CED Department begins complying with the TIA Guidelines, LOS methods, GMP,
and General Plan in a consistent manner that results in fair-share contributions from developers
for mobility-related projects and programs.
Best regards,
Steve Linke
Carlsbad Traffic and Mobility Commissioner
6 Robertson Ranch PA-22 (Casa Aldea) traffic impact memo, Urban Systems Associates, Inc., 8/12/2015
7 6/9/2020 council meeting
8 Draft TIAs and comments between the CED Department and the Marja Acres traffic consultants in 9/2018 and
8/2019 emails
9 10/5/2020 T&MC meeting
2
Exhibit 1 (bold red text indicates initial deficiency year)
Legend
Level of Service
-A
-B
C
-D
-E
-F
• ■ • , Roadway Exempt
□ Carls bad Boundaries
~ \
•' I '-,,
I
' ' '
\ 2009
'.r,~.-,-
I
l
,I
j
,L,.,•--t · 1-'-u•uat,
• .... """" 'al•-
. 3
Exhibit 2 (Table 2 from Kimley Horn's City of Carlsbad Roadway Level of Service Analysis, 2/2020)
Table 2 -Comparing LOS from New M et hodology and Unadjusted Capacity
Count Old LOS Method New LOS Method N/S Streets Index No. Limits
NB SB NB SB
1 City limits to Marron Road A A F F
2 Marron Road to Carlsbad Village Drive A A C C
3 carlsbad Village Drive to Tamarack Avenue A A A A
4 Tamarack Avenue to Cannon Road A A C F
5 cannon Road to College Boulevard D A F F
El Camino Real 6 College Boulevard to Palomar Airport Road A A B B
7 Palomar Airport Road to Camino Vida Roble A . A D D
8 Camino Vida Roble to Poinsettia Lane A A C C
9 Poinsettia Lane toAviara Park\vay-Alga Rd A A C C
10 Avlara Parkway0 Alga Road to La Costa Ave A C C F
11 La Costa Avenue to Leucadia Boulevard A A C D
12 City Limits to Carlsbad Village Drive A A E D
Colle11e Boulevard 13 carlsbad Villae:e Drive to can non Road A A D D
14 El camino Real to Aston Avenue A A D D
15 Aston Avenue to Palomar Airport Road A A B F
Aviara Parkway 16 Palomar Airoort Road to Poinsettia Lane A A D D
17 City Limits to Palomar Airport Road A A C F
Melrose Drive 18 Palomar Airport Rd to Poinsettia Ln A A C C
19 Poinsettia Ln to Rancho Santa Fe Rd A A C C
20 City Limits to camino Junipero A A C C
Rancho Santa Fe 21 CaminoJuniperoto La Costa Avenue A A C C
Road 22 La Costa Avenue to Calle Barcelona A A . D C
23 cane Barcelona to Olivenhain Road A A C C
E/W Streets Count Limits Old LOS Method New LOS Method
lndexNo. WB EB we EB
24-Avenida Encinas to Paseo del Norte A A F F
25 Paseo del Norte to car Country A A C C
Cannon Road 26 car Country to Legoland Dr A A C C
27 Leeoland Dr to Faraday Ave A A C D
28 Faraday Ave to El Camino Real A A C C
29 El camino Real to College Boulevard A A E F
30 Carlsbad Blvd to Avenida Encinas A A B B
' 31 Avenida Encinas to Paso del Norte A A F F
32 Paseo del Norte to Armada A A D D
33 Armada to Aviara Pkwy A A C C
Palomar Airport Road 34 Aviara Pkwvto camino Vida Roble A A B B
35 Camino Vida Roble to El Camino Real A A C C
36 El camino Real to El Fuerte A A C C
37 El Fuerte to Melrose Dr A A F F
38 Melrose Dr to City Limits A A C C
La Costa Avenue 39 Piraeus Stto El Camino Real A A F C
4
Exhibit 3 (selected pages from Table 2 of the Fehr & Peers' LOS Assessment of the City of Carlsbad's
Traffic Monitoring Program Study Intersections memorandum, 9/9/2015)
Compare the old "City ICU Method" (first column of LOS letter grades) to the "HCM Delay Method"
(last column of LOS letter grades)
TABLE 2-INTERSECTION OPERATIONS ANALYSIS METHODOLOGY COMPARISON
City ICU Method(1J Synchro ICU HCM Delay
Method(2l Methodl3l
# Intersection PM PM PM
ICU Ratio LOS ICU Ratio LOS Delay LOS (sec/veh)
1 El Camino Plaza Dr 0.64 B 0.661 C 31.1 C Real
2 El Camino Marron Rd 0.56 A 0.636 B 36.9 D Real
3 El Camino Carlsbad 0.60 A 0.714 C 38.9 D Real Village Dr
4 El Camino Tamarack 0.61 B 0.664 C 29.6 C Real ,Ave
5 El Camino Cannon 0.81 D 0.984 F 47.1 D Real Rd
6 El Camino College 0.67 B 0.755 D '44.6 D Real Blvd
7 El Camino Faraday 0.78 C 0.808 D 58.1 E Real Ave
8 El Camino Palomar 0.80 C 0.955 F 68.4 E Real Airport Rd
9 El Camino Cassia Rd 0.70 B 0.844 E 44.1 D Real
5
Exhibit 3
TABLE 2 -INTERSECTION OPERATIONS ANALYSIS METHODOLOGY COMPARISON
City ICU Methodm Synchro ICU HCM Delay
Method(2} MethodC3>
# Intersection PM PM PM
ICU Ratio LOS ICU Ratio LOS Delay LOS (seqveh)
10 El Camino Poinsettia 0.48 A 0.669 C 29.7 C ·Real ln
El Camino Alga Rd-
11 Aviara 0.70 B 0.831 E 82.2 F Real Pkwy
12 El Camlno La Costa 0.79 C 0.912 F 80.8 F Real Ave
13 El Camino Calle 0.61 B 0.664 C 39.5 D Real Barcelona
14 Palomar Avenida 0.75 C 0.632 B 34.3 C Airport Rd Encinas ·
15 Palomar Paseo Del 0.72 C 0.725 C 31.8 C Airport Rd Norte
16 Palomar Armada Or 0.71 Airport Rd C 0.849 E 38.5 D
College
17 Palomar Blvd-0.70 B 0.856 E 54.1 D Airport Rd Aviara
Pkwy
18 Palomar Yarrow Dr 0.68 B 0.727 C 35.4 D Airport Rd
19 Palomar Loker Ave 0.66 Airport Rd w. B 0.703 C 20.6 C
20 Palomar El Fuerte 0.82 D 0.917 F 29.2 C Airport Rd St
21 Pa lomar Melrose 0.71 C 0.815 D 61.3 E Airport Rd Dr
6
Exhibit 3
#
47
48
49
TABLE 2-INTERSECTION OPERATIONS ANALYSIS METHODOLOGY COMPARISON
City ICU Method(U Synchro ICU HCMDelay
MethodU> Method(3>
Intersection PM PM 11 PM
ICU Ratio LOS ICU Ratio LOS ! Delay I'
11 (setfveh) LOS
I-5 NB Palomar 0.67 B 0.644 C 23.9 C Ramps Airport Rd
I-5 SB La Costa 0.58 Ramps, Ave A 0.634 B 24.6 C
1-5 NB La Costa 0.66 B 0.634 B 22.6 C Ramps Ave
Ill Cit;v ICU calculations based an an ideal saturation flow rate of 2000 vphpl for tluough movements and 1,800 vphpl
forturn lanes (i.e., left and right,.
P3 Synchro ICU based an a default ideal saturation flow rate of 1900 vphpl, which the software then adjusts using
other factors (e.g., lane utilization, etc.).
1"1 HCM delay method based an a default ideal saturation flow rate of 1900 vphpl, which the Synchro software then
adjusts using other factors (e.g., lane utilization, etc.),
7
FY 2018-19 Growth Management
Plan Monitoring Report
October 20, 2020
Corey Funk, Associate Planner
Tom Frank, Transportation Director
Recommended Actions
Receive and file the FY 2018-19 Growth
Management Plan Monitoring Report
2
Purpose
•Growth management established 1986
•Ensures new growth doesn’t outpace public facilities
•Establishes citywide and quadrant housing caps
•Establishes performance standards for public facilities
•Development cannot proceed until deficiencies
addressed
3
Local Facility Management Zones & Plans
•City is divided into four quadrants and 25 LFMZs
•Each LFMZ requires an LFMP
•Each LMFP requires…
–Identify when and how facilities will be provided
–Include a financing plan to ensure
facilities
4
5
City of Carlsbad
c:J Local Facility Management Zone
Quadrant
NE
NW
SE
SW
Reporting Requirements
•Annual monitoring report provided to City Council
–Dwelling units and growth caps
–Compliance with established public facility
performance standards
6
Dwelling Unit Caps
12,431
6,971
10,158
16,36715,370
9,042
12,859
17,328
0
2,000
4,000
6,000
8,000
10,000
12,000
14,000
16,000
18,000
20,000
NW NE SW SE
Existing Units (June 30, 2019)GMP Caps
7
Facilities and status overview
8
Public
Facility
FY 2018-19
Compliance
Public
Facility
FY 2018-19
Compliance
Admin Yes Sewer Yes
Library Yes Water Yes
Fire Yes Open Space Yes
Schools Yes Parks Yes
Drainage Yes Circulation No
Wastewater Yes
Tom Frank
Transportation Director
Recommended Actions
1.Receive and file the FY 2018-19 Growth Management
Plan Monitoring Report
2.Adopt resolution to determining six street facilities to be
deficient
3.Accept the Traffic and Mobility Commission’s
recommendation to direct staff to further analyze five of
six deficient facilities
•El Camino Real from Tamarack Ave to Cannon Road to
be addressed as part of Marja Acres, tentatively
scheduled for City Council consideration Nov. 310
General Plan Mobility Element
11
The Mobiliry Ekment ~cks to enhance 1 ·ehicle,
tmlking, bicycling, and public transportation
systems options within Carlsbad, and impmt·e
mobility through increased connectit•ity and
intelligent transportation management.
Increasing transportation options and impmt·ing
connectidty u·ithin the cir:y are core t•alues
of the Carlsbad Community Vision and
also support other core mlt~s of the t•i.sion,
including sustainability, access to recreation
and actite, healthy lifestyles, and neighborhood
retitalization.
Circulation Section -Performance Standard
•Implement a comprehensive livable streets
network that serves all users of the system
•Maintain Level of Service (LOS) D or better for all
modes
o Excluding LOS exempt intersections and
streets approved by the City Council
12
Carlsbad Municipal Code
Carlsbad Municipal Code Section 21.90.130 (c):
•If a facility is identified to be deficient,
the deficiency must be reported to the
City Council
13
Requirements for Addressing Deficiencies
Prior to Senate Bill 330, when a vehicle level of service was deficient, City Council could:
1.Adopt a plan to fund and build improvements to address the deficiency
2.Adopt a moratorium to prohibit development
3.Find the street facilities exempt from the vehicular Level of
Service and implement Transportation Demand
Management (TDM) and Transportation System
Management (TSM)
14
After Senate Bill 330
After Senate Bill 330, when a vehicle level of service is
deficient, City Council can:
1.Adopt a plan to fund and build improvements to address
the deficiency
2.Find the street facilities exempt from the vehicular Level of
Service and implement TDM and TSM
15
16
Table 9: Street Typology and Multi-Modal Level Of Service (MMLOS) Standard
STREET TYPOLOLOGY Modes subject to the MMLOS D Standard
Vehicular Pedestrian Bicycle Transit
Freeways Yes No No Yes
Arterial Streets Yes No No Yes
Identity Streets No Yes Yes No
Village Streets No Yes Yes No
Arterial Connector Streets Yes Yes Yes No
Neighborhood Connector Streets No Yes Yes No
Coastal Streets No Yes Yes No
School Streets No Yes Yes No
Employment/Transit Connector Streets No Yes Yes Yes
Industrial Streets Yes No No Yes
Local/Neighborhood Streets No Yes Yes No
All Streets Located Within Half-Mile of a Transit Center No Yes Yes Yes
Bicycle/Pedestrian Pathways No Yes Yes No
Street Typology and Standard
Livable Streets System
17
Figure 3-1: Street System
__ Freeway
--VillageS~s
__ Anenal Co~'-O.-Xreeu
--Nesghbof'hood Connect.or s~u
-c=ta1Xreeu
Sc:hool x.-eeu
--Emplo,ment!Tnns!'-Connec:to.-Sl~U
__ Industrial St.-eeu
--LOQJ/Neighborhood Street
·-· PlanMd Arterial StrN!U
••••• Pla.nne,c!An.ef'ial Connecto.-Streeu
•••••••• Pla.nnec! L..oc:.:illNeighborhood Streets:
--Highway,.
__ R~lrood
* TransitClffiteB
c::JH.ttM~eRadiut
[~C~Limiu
ffi
Method For Evaluating Vehicle Level of
Service
Evaluated the arterial street typology
•Facility LOS methodology is based
on the Highway Capacity Manual
•Monitoring results reflect
conditions as of time of data
collection
18
Method For Evaluating Vehicle Level of
Service
•Based on highest peak hour directional volume from three-day counts
•Counts conducted in early May and September 2019 when school was in session
•Evaluate the list of exempt street facilities, as part of the Growth Management monitoring program, to determine if such exemptions are still warranted
19
FY 2018-19 Map
of Deficient
Facilities
20
1
2&3
4
5&6
7
Legend
Levelof'Service
-A
--B
--c
D
E
• • ■ , Roadway E,..empt
~ car1s1>ae1 Bounoarte-s
1 College Boulevard
Aston Ave to Palomar Airport Rd
Southbound Only
Previously determined as deficient
as part of FY 2017-18 Monitoring
Report and appropriate mitigation
measure has been identified – CIP
Project No. 6028
21
legend
Level of Servke
--A
--B
--c
--o
--E
-F
■ • • • Roadway Exempt
Cl Carlsbad Boundanes
..A.. 0 05 2
NORTH ----c::===Milea
N
22
2 & 3 Palomar Airport Rd
Avenida Encinas to Paseo Del
Norte
Eastbound and Westbound
23
Palomar Airport Rd
Previously Exempt
N
24
4 College Boulevard
Carlsbad Village Dr to N. City
Limits
Northbound Only
25
legend
level of ServKe _,.,
--B
--c
--D
--E
-F
• • • • Roadway Exempt
c:J Carlsbad Boundanes
£. 0 05 2
NORTH ----===::::::iMilea
N
26
5 & 6 Cannon Road
Avenida Encinas to Paseo Del
Norte
Eastbound and Westbound
27
--c
--o
--E
-F
• • • ' Roadway Exempt
c:J Carlsbad Boondanes
A o !JORTH
I-
5
S
B
O
f
f
-Ra
m
p
Pa
s
e
o
D
e
l
N
o
r
t
e
I-
5
N
B
O
f
f
-Ra
m
p
N
28
7 El Camino Real (ECR)
Tamarack Ave to Cannon Rd
Southbound Only
29
N
30
Multimodal Level of Service
–Bicycle and pedestrian travel modes were monitored
–Staff identified concerns with the initial results related
to the MMLOS regarding ADA and Alternative Design
Streets
–Report does not include MMLOS results
–Staff plans to reevaluate the MMLOS methodologies
with the Traffic and Mobility Commission
31
Traffic and Mobility Commission
Recommendations
•All six street facilities be found deficient
•Recommended directing staff to further
analyze the identified deficient facilities
•Created ad hoc committee to update the
city’s MMLOS methodology
32
Recommended Actions
1.Receive and file the FY 2018-19 Growth Management Plan
Monitoring Report
2.Adopt a resolution to determine six street facilities to be
deficient
3.Accept the Traffic and Mobility Commission’s recommendation
to direct staff to further analyze five of six deficient facilities
•El Camino Real from Tamarack Avenue to Cannon Road to be
addressed as part of Marja Acres, tentatively scheduled for
City Council consideration Nov. 3
33
Traffic and Mobility Commission
Comments
34
•Chair Mona Gocan
Thank You!
35
Vehicle LOS D Exemptions
To exempt the vehicle mode of travel from the LOS standard at a particular
street intersection or segment, it must be identified as built-out by the City
Council because:
a)Acquiring the rights of way is not feasible; or
b)The proposed improvements would impact the environment in an
unacceptable way and mitigation would not contribute to the nine
core values of the Carlsbad Community Vision; or
c)Improvements would result in unacceptable impacts to other
community values or General Plan policies; or
d)The proposed improvements would require more than three through
travel lanes in each direction.
36
Actions to Address Deficient Vehicle LOS
37
Street Facility From To Recommended Actions to Address Deficient Vehicle LOS Rationale for Exemption
1. College Blvd. (Northbound Only)Carlsbad Village Drive Oceanside City Limits Exempt from LOS standard; use TDM/TSM strategies
•Widening College Blvd. to three lanes in each direction would require ROW width of a Prime Arterial, which is 126’.•Acquisition of ROW not feasible•Adding an additional travel lane at the expense of both pedestrian and bicycle mobility is not consistent with the Mobility Element
2. College Blvd.Aston Avenue Palomar Airport
Road
Construct CIP 6028: Palomar Airport
Road and College Blvd Improvements N/A
3. Cannon Road Avenida Encinas Paseo del Norte Exempt from LOS standard; use
TDM/TSM strategies
•Acquisition of additional ROW at I-5 & Cannon
Rd. Interchange is infeasible4. Cannon Road(Southbound Only)Paseo del Norte Avenida Encinas
Actions to Address Deficient Vehicle LOS
(Cont.)
38
Street Facility From To Recommended Actions to Address Deficient Vehicle LOS Rationale for Exemption
5. Palomar Airport
Road Avenida Encinas Paseo del Norte
Exempt from LOS standard; use TDM/TSM
strategies
•Adding more than three through lanes to
address circulation deficiencies is inconsistent
with the City’s policy to shift from roadway
improvements to TDM/TSM.6. Palomar Airport Road Paseo del Norte Avenida Encinas
7. El Camino Real
(Southbound Only)
Tamarack
Avenue Cannon Road Exempt from LOS standard; use TDM/TSM
strategies
•Adding more than three through lanes to
address circulation deficiencies is inconsistent
with the City’s policy to shift from roadway
improvements to TDM/TSM.
Deficient Vehicle LOS
39
Street Facility From To Recommended Actions to Address Deficient Vehicle LOS Rationale for Exemption
1. College Blvd.
(Northbound
Only)
Carlsbad
Village
Drive
Oceanside
City Limits
Exempt from LOS standard;
use TDM/TSM strategies
•Widening College Blvd. to three lanes in each direction would require ROW width of a
Prime Arterial, which is 126’.•Acquisition of ROW not feasible•Adding an additional travel lane at the expense of both pedestrian and bicycle mobility is
not consistent with the Mobility Element
Deficient Vehicle LOS
40
Street Facility From To Recommended Actions to Address Deficient Vehicle LOS Rationale for
Exemption
2. College Blvd.Aston Avenue Palomar Airport Road Construct CIP 6028: Palomar Airport Road and College Blvd Improvements N/A
Deficient Vehicle LOS
41
Street Facility From To Recommended Actions to Address Deficient Vehicle LOS Rationale for Exemption
3&4
Cannon Road (Both
Directions)
Avenida
Encinas
Paseo del
Norte
Exempt from LOS standard;
use TDM/TSM strategies •Acquisition of additional ROW at I-5 & Cannon Rd. Interchange is infeasible
Deficient Vehicle LOS
42
Street Facility From To Recommended Actions to Address Deficient Vehicle LOS Rationale for Exemption
5&6. Palomar Airport Road (Both Directions)
Avenida Encinas Paseo del Norte Exempt from LOS standard; use TDM/TSM strategies
•Adding more than three through lanes to address circulation deficiencies is inconsistent with the City’s policy to shift from roadway improvements to TDM/TSM.
Deficient Vehicle LOS
43
Street Facility From To
Recommended Actions
to Address Deficient
Vehicle LOS
Rationale for Exemption
7. El Camino Real
(Southbound Only)
Tamarac
k Avenue
Cannon
Road
Exempt from LOS
standard; use TDM/TSM
strategies
•Adding more than three through lanes to address circulation deficiencies is
inconsistent with the City’s policy to shift from roadway improvements to
TDM/TSM.
Traffic Volume Data Collection Locations
44
Legend
--studied Roadways
• Tube Count Locations (September 2019)
• Tube Count Locations (May 2019)
• Counts provided by City (after July, 1 2018)
Counts provided by City (before July 1, 2018)
CJ Gar1sbad Boundaries
City Administrative Facilities
45
Performance standard 1,500 square feet per 1,000 population
FY 2018-19 Adequacy
Status
Requirement –167,411 sf
Existing –205,623 sf
Buildout Adequacy Status Requirement –197,608 sf
Existing –205,623 sf
Future facilities Orion Center and new city hall
Libraries
46
Performance standard 800 square feet per 1,000 population
FY 2018-19 Adequacy
Status
Requirement:89,993 sf
Existing Facility:
Dove Library
Cole Library
Learning Center
Total
Square Feet
64,000
24,600
11,393
99,993
Buildout Adequacy
Status
Requirement –105,391 sf (exceeds existing)
Studies for Cole replacement, civic center and city hall need
to evaluate future library space needs
Fire
Fire Station Total number of dwelling units
outside of five minutes
1,3 & 4 1,227
2 902
5 392
6 1,18547
Performance standard No more than 1,500 dwelling units outside of a five-
minute response time
Adequacy Status:
FY 2018-19 and buildout All of the city’s six fire stations meet the standard
Schools
48
Performance
standard
School capacity to meet projected enrollment as determined by
the appropriate school district
FY 2018-19
Adequacy Status
Current school capacity is in compliance for the four districts
serving Carlsbad (Carlsbad, San Marcos, Encinitas and San
Dieguito)
Buildout Adequacy
Status
Based on 2015 General Plan EIR, capacity is expected to be
sufficient for the buildout student population with no need for
additional schools
Drainage
49
Performance
standard
Drainage facilities must be provided as required by the city concurrent
with development
FY 2018-19
Adequacy
Status
Projects located within LFMZ 5, 7, 14, 15, 16, 18 and 24 that drain to
the Agua Hedionda or Calavera Creek must comply with special
conditions to maintain compliance. With conditions, all areas of the
city currently meet the growth management drainage performance
standard
Buildout
Adequacy
Status
The Drainage Master Plan proposes the construction of new facilities
to accommodate potential storm events, which ensures the
performance standard is maintained through buildout
Wastewater Treatment Capacity
50
Performance
standard
Sewer plant capacity is adequate for at least a five-year period
FY 2018-19
Adequacy Status
Demand:
Capacity: 10.26 MGD
Buildout
Adequacy Status
2019 Sewer Master Plan Update projected ultimate buildout annual
daily average sewer flow is approximately 8.31 MGD
Fiscal Year Annual daily average flow
FY 2014-15 6.17 MGD
FY 2015-16 5.82 MGD
FY 2016-17 6.32 MGD
FY 2017-18 6.18 MGD
FY 2018-19 6.03 MGD
Sewer Collection System
51
Performance
standard
Trunk-line capacity to meet demand must be provided concurrent
with development, as determined by the appropriate sewer districts
FY 2018-19
Adequacy
Status
-The sewer agencies that provide sewer collection systems within
the city include: Carlsbad, Leucadia Wastewater District and
Vallecitos Water District
-Each agency indicates that they currently have adequate
conveyance capacity in place to meet Carlsbad’s sewer collection
demands
Sewer Collection System
52
Buildout
Adequacy
Status
Sewer Master Plan Update identified facilities required to
accommodate future sewer flows at buildout:
-Collection system improvements are identified at three locations:
Faraday Avenue, Poinsettia Avenue and Kelly Drive
-Vista/Carlsbad Interceptor: reach VC-3 gravity main needs upsizing
-Buena Interceptor: peak flows exceed design capacity, parallel
trunk under construction
Water Distribution System
53
Performance
standard
Line capacity to meet demand must be provided concurrent with
development, as determined by the appropriate water district. A
minimum 10-day average storage capacity must be provided.
FY 2018-19
Adequacy
Status
Water distribution is provided by three agencies: Carlsbad Municipal
Water District, Olivenhain Municipal Water District and Vallecitos
Water District. These districts indicate that they have adequate
capacity to meet the growth management performance standard.
CMWD water storage demand: 131 MG
CMWD water storage capacity: 242 MG
Water Distribution System
54
Buildout
Adequacy
Status
2019 Potable Water Master Plan identifies facilities necessary to
meet water demands for buildout within its service area.
-New and rehabilitated pipelines, some of which may be
constructed concurrent with land development projects
No additional storage is required to meet the future 10 day storage
requirements (CMWD).
-Projected storage need: 187 MG
-Existing storage capacity: 242.5 MG
Other agencies indicate they can meet storage requirement
55
City Administrative Facilities Address Square Feet
City Hall Complex 1200 Carlsbad Village Drive 16,000
Faraday Administration Building 1635 Faraday Ave.68,000
Fleet Service Center 2480 Impala Drive 10,540
Water District (Maintenance & Operations)5950 El Camino Real 18,212
Parks Yard (Mainenance & Operations)1166 Carlsbad Village Drive 4,012
Public Works Operations 405 Oak Ave.9,950
Safety Center (Police and Fire administration)2560 Orion Way 55,027
First Responder Safety Training Center 5750 Orion Way 18,112
Senior Center (Recreation administration)799 Pine Ave.5,770
Total 205,623
Open Space
56
Performance
standard
Fifteen percent of the total land area in the Local Facility Management
Zone (LFMZ) exclusive of environmentally constrained non-developable
land must be set aside for permanent open space and must be available
concurrent with development
Adequacy Status:
FY 2018-19 and
buildout
-1986 CFIP determined LFMZs 1 –10 and 16 to be already
developed or in compliance
-All other LFMZs (except Zone 22) provided open space
concurrent with development in compliance with standard
-Zone 22 must provide additional open space
Parks Performance Standard
•Three acres per 1,000 population within the park districts
•If service level is not met due to population increase in a
district (quadrant), city is required to schedule a park for
construction within five years, beginning at the time the
need is identified, but no sooner than Aug. 22, 2017
Parks Performance Standard
•“Scheduled for construction” means:
o Park site selected and has been or is being acquired
o Financing for construction of park has been set aside
o Improvements for park site have been designed
Parks Performance Standard
•All quadrants compliant with standard until Aug. 22, 2022
City
Quadrant
Parks
Acreage
Current
Need
Parks
Acreage
Current
Parks
Parks
Acreage
Surplus or
Deficit
NW 91.0 105.2 +14.2
NE 49.6 45.3 -4.3
SW 77.0 70.2 -6.8
SE 117.7 114.9 -2.3
Total 334.8 335.6 +0.8
Parks Performance Standard
•Scheduling of Veterans Memorial Park for construction
will address the parks performance need in all quadrants
o 91.5 acre Veterans Memorial Park site will equally
count toward satisfying the need in all city quadrants
91.5 acres, divided by 4, equals 22.875 acres each
Veterans Memorial Park
•This acreage distribution over quadrants was established
in the 1986 Citywide Facilities and Improvement Plan
Distribution was included in the 2015 General Plan update
Due to its size and central location, the park is intended to
serve as a regional recreation source (incl. all quadrants)
Veterans Memorial Park
•To date, with respect to scheduling for construction, city:
Acquired the park site
Set aside ~$23,000,000 for development of the park
Set aside ~$200,000 and initiated park’s master plan
•Park’s master plan anticipated to be complete in 2021
Veterans Memorial Park
PARK AREAS LEGEND
A ~S MEMORIAL. PLAZA
6. COHHUNIT'T' GATHERING AREA
C, BUILDING (:;I,~ v,ttt, PAVILION, RESiROOM, i CATERING SU~ ROOM
llPLA.Y,Al2EAS
DI. INQ.USIVE PL.A'TGROUND
Cl:.!. RUSTIC, ~iURE-INSP112ECl ~ROUND
D.9. 'l"OUNG KIDS PLA.'l'GROUND
E.Vlst:A.iE$c:IV>CES
Et SENSO~ ~ENS
E;;I. "l'O(i,ol, ,l F¥6SIVE ~TION .AAEA5
1:3. HEOl'tA.TlON i ~ ARE,4,,5
F. ~TIVE~ENS
G. OPENL.Ar.wN
H. F'ICNICAR!."'5
I, ACTIVITY WAI-I< /-m,,,.IL
J. NOR'TI-1 PARl(JNIS AREA (64 [1:2 ~] stAiL.J..S)
"-wa.l'Eli QIJA,LJ'TY TJiE..6ITT1ENT AREAS
L. R!:A..ECTIVE \/SiE.R4-NS HEHORlAJ..
H.IN~~EN
N, 12E5'11200H C,,:.loo.f)
0. AAHIIY-ORll:NTED B!KE ~K P. HUL.l1-GENERA.11~L OUTOOOR l"liNESS AF2E,I,.
Q. 01.JTOOOR EDUCATION AREA.
R. SOUTH~N6AREAC3i'~~Js,;,..u..s)
S. ROCKY $'tA.IR CUHB
T. BOCCE:e.AJ..L
U. MEADOWS
V. O\IERLOOK
Veterans Memorial Park
,// '
/
ACCESS TO
mAi!L!PAAK
PERIMETEI'< FENCE--lrn:r---=
PARK AR!aAS LECSEND
A VETEFtANS ME~ PLAZA
5. COMMUNITY G61.TH~ING AREA
C. SUILOING (:1.000.r,) wttt, PA\.1LJON,
RE5il200M, 6. CA.TEAING SU~ ROOM
D. Pl...,aiY,A,R.EAS
01. INCLUSI\IE PL.A."!'GROUND
02. ~9TIC, NATURE-INSi::il~O PL.A.~UNO
0:3. YOUNG KJOS PLA~UNO
E. VISTA. TERRACES
El. SENSORY GARDENS
~-'r'OGA ! PASSI\IE REL>XA.TION ARE.AS
1:3. MeOITA.TlON t ~FLECTIVE ARE.AS
F. NATIVE 6AP.DENS
G. OPEN LAWN
H.F'ICNIC~
I, ACT1\ITTY WALK/ ~L
J. r-am-tPARKJNGARE4.(64~2,604,]~)
K. W-0..TEFi! Ql.161UTY 'Tli&ITMENT ARE.AS
I.. RER-EC'l'M: ~5 MEMORIAL
M, INTEl2PRETIVE ~N
N. RES'Tl200H Cl,200.r,)
0. FAHILY~ENTEC BIKE PARK
P. MULJ'l.GEN~TlONAL OUTDOOR l"rTNESS ~
Q. OUTOOOR EDUOITIONAREA
12. SOUTH~NGARE.A(:39[:2AQ,l,)S"DIILLS)
S. lcOCIC"f STAIR CLIMB
T. SOCCEE!AU..
U. M!AOO\VS
V.~OK
D ON-Slie SENSmvE HABl'!AT ARE4.
D OFF-SrrE SENSITI\IE H.ASrtA.T ~
Buildout Projection With Veterans Park
City
Quad
Parks
Acreage
Projected
Need
Parks
Acreage
Current
Parks
Parks
Acreage
Veterans
Park
Parks
Acreage
Projected
Parks
Parks
Acreage
Surplus
Throughout
NW 116.1 105.2 22.9 128.1 +12.0
NE 67.5 45.3 22.9 68.2 +0.7
SW 84.2 70.2 22.9 93.1 +8.9
SE 127.4 114.9 22.9 137.8 +10.4
Total 395.2 335.6 91.5 427.2 +32.0
Unfunded or Partially Funded Parks
•Prior figures do not include the following park projects
listed in the CIP as “partially unfunded” or “unfunded”:
–Robertson Ranch Park (11.2 acres)
–Zone 5 Business Park Recreational Facility (9.3 acres)
–Cannon Lake Park (6.8 acres)
Buena Vista Reservoir Site
•Prior figures also do not include the Buena Vista
Reservoir Site (3.1 acres)
o Under bidding for construction of neighborhood park
o Project’s anticipated completion date of Jan. 25, 2021
Buildout Projection With Above & Veterans
City
Quad
Parks
Acreage
Projected
Need
Parks Acreage
Current Parks
+ Above Parks
Parks
Acreage
Veterans
Park
Parks
Acreage
Projected
Parks
Parks
Acreage
Surplus
Throughout
NW 116.1 127.3 22.9 150.2 +34.1
NE 67.5 56.5 22.9 79.4 +11.9
SW 84.2 70.2 22.9 93.1 +8.9
SE 127.4 114.9 22.9 137.8 +10.4
Total 395.2 368.9 91.5 460.4 +65.2
Meeting the Objectives
•Growth Management Program, particularly the Facilities
and Improvements Plan, continues to meet its objectives
of assuring adequate public facilities (e.g., parks) -
concurrent with the need created by new development
68
• Park & Rec Site
C:, Site Service Area
~ Local Road
Major Road
~Highway
Q Carlsbad Boundary
CITY Of
CARLSBAD
Carlsbad, California
Parks and Recreation Needs
Assessment and Action Plan
•o,
EIF.uerteParke
~ .. ~· ~,('-,.,., s,
q ~\ca•
• Par1< & Rec Site
C:, Site Service Area
~ Local Road
Major Road
~Highway
Q Carlsbad Boundary
CITY OF
CARLSBAD
Carlsbad, California
Parks and Recreation Needs
Assessment and Action Plan
Requirements for Exemption
To exempt a street facility from the GMP performance standard, the City Council must find the following:
A.Acquiring the rights of way is not feasible
B.The proposed improvements would significantly impact the environment
C.The proposed improvements would result in unacceptable impacts to other community values
D.The proposed improvements would require more than three through travel lanes in each direction
71
FY 2018-19 Deficient Facilities
72
Street Facility From To Direction of Travel
Level of Service
(LOS)
AM PM
1. College Boulevard Aston Avenue Palomar Airport
Road Southbound B F
2. Palomar Airport Road Avenida Encinas Paseo del Norte Eastbound F F
3. Palomar Airport Road Paseo del Norte Avenida Encinas Westbound F F
4. College Blvd.Carlsbad Village Drive Oceanside City Limits Northbound D E
5. Cannon Road Avenida Encinas Paseo del Norte Eastbound F E
6. Cannon Road Paseo del Norte Avenida Encinas Westbound E F
7. El Camino Real Tamarack Avenue Cannon Road Southbound F C
Street Facilities Not Meeting Vehicle LOS D
Standard
Traffic and Mobility Commission
recommendation on
FY 2018-19 GMP Monitoring Report
October 20, 2020
City Council meeting
Chair Mona Gocan
Vehicle Level of Service Deficiencies
•GMP, CFIP, and General Plan
–Reasonable efforts to improve LOS/traffic flow,
even if LOS D cannot be achieved
2
Deficiencies trigger more detailed evaluation
•“Service volume” LOS method based on single
vehicle count along corridor
•Carlsbad 2018 Traffic Conditions Report
–Quick tool to identify areas (LOS D or worse) that
need further analysis of intersections/segments
•Improve existing or impending problems
3
Types of Improvements
4
1.Reasonable street capacity/vehicle flow projects
–Addition or extension of dedicated turn lanes
–Single-lane roundabouts
2.TSM measures
–Traffic signal optimization: timing and coordination
3.TDM measures
–E.g., pedestrian, bicycle, transit improvements
Multimodal Level of Service
•New language in report: MMLOS standard only applies to new development
–Not endorsed by commission
•CFIP performance standard
–Implement a comprehensive livable streets network that serves all users
–Maintain LOS D or better on prioritized streets
subject to MMLOS in Mobility Element
5
Recommendations
•Staff recommended actions, except:
–Southbound El Camino Real (Tamarack Avenue
to Cannon Road) should also under additional
evaluation
•New MMLOS limitation not addressed
6
Thank you!
7