HomeMy WebLinkAboutItem 5TO:
FROM:
MEETING DATE:
SUBJECT:
LOCATION:
APPLICANT:
PLANNING COMMISSION
STAFF REPORT
Planning Commission
ITEM NUMBER
Director of Community Development
OCTOBER 17. 2016
PUBLIC HEARING
5
REQUEST FOR A CONDITIONAL USE PERMIT
16 -6 AND MINOR USE PERMIT TO ALLOW A
SHARED PARKING AGREEMENT FOR A
SMALL COMMERCIAL RECREATIONAL
FACILITY (MARTIAL ART STUDIO) IN A
COMMERCIAL PLAZA LOCATED IN THE MAIN
STREET SPECIFIC PLAN (MSSP) AREA AT
348 AND 350 MAIN STREET.
348 AND 350 MAIN STREET
ERIC LENORE
RECOMMENDATION: After conducting the public hearing and receiving
public testimony, staff recommends that the
Planning Commission adopt the attached
Resolution No. 16 -22 to APPROVE Conditional
Use Permit (CUP -6) and Minor Use Permit (MUP
16 -6) with conditions.
GENERAL PLAN DESIGNATION
ZONE:
SITE DESCRIPTION:
Assessor's Parcel Number:
CUP /MUP 16 -6
350 Main Street
COMMERCIAL — GENERAL
MSSP (MAIN STREET SPECIFIC PLAN)
043 - 113 -48
Subject Site Area: 17,537 sq. ft. (0.40 acres)
Building Area (Both Buildings): 15,000 sq. ft.
Building Area (Dojo Studio)
Surrounding Properties:
ENVIRONMENTAL ASSESSMENT:
1,600 sq. ft.
North: Commercial across Pacific Coast Hwy
South: Commercial
East: Commercial and Residential
West: Commercial across Main St.
This project is determined to be a Class 3 (Conversion of Small Structures) Categorical
Exemption pursuant to Section 15303 of the Guidelines for the California Environmental
Quality Act (Public Resources Code Section 21000 et seq.) for the permitting of a shared
parking agreement for a commercial center and the operation of a dojo where only minor
modifications are required for the conversion of use.
LEGAL NOTIFICATION:
The legal notice of this hearing was published in the Seal Beach Sun Newspaper on
October 6, 2016 and mailed to property owners and occupants within a 500' radius of the
subject property on October 6, 2016, with affidavits of publishing and mailing on file.
VICINITY MAP:
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Page 2 of 6
CUP /MUP 16 -6
350 Main Street
ANALYSIS:
The applicant Eric Lenore filed an application on behalf of Main & PCH, LLC (the
Applicants) to permit a shared parking agreement fora 15,000 sq. ft. two -story retail plaza
in the Main Street Specific Plan (MSSP) zoning area. The subject site consists of two
adjacent parcels with a reciprocal parking agreement. Each parcel is currently under
construction with a two story commercial building. The northern building, 350 Main Street
referred to as "Building A," will be 9,550 sq. ft. The southern building, 348 Main Street
referred to as "Building B," will be 5,450 sq. ft. The Plaza is located on the southeast corner
of Main Street and Pacific Coast Highway. The site is primarily surrounded by commercial
uses but some residential uses are located across an alley to the east.
The subject site is located in the Main Street Specific Plan area which permits retail and
similar pedestrian oriented uses on the first floor facing Main Street while office and fitness
type uses are permitted on the second floor. The Main Street Specific Plan established
parking ratios for various uses within the specific plan area. Retail uses are required to
provide 1 parking space per 500 sq. ft. of gross floor area, offices that do not generate
customer visits require 1 space per 500 sq. ft. and offices with customers require 1 space
per 300 sq. ft. The subject site was originally approved as a commercial plaza with retail
uses on the ground floor and offices with no customers on the second floor. A total of 30
parking spaces were required to meet the Seal Beach Municipal Code ( §11.4.20.015)
parking requirements for the plaza. Each building is independent of the other; however, a
reciprocal parking agreement was recorded on the properties to require that the parking
areas are accessible and usable to each building. The reciprocal parking agreement
between the properties requires that both commercial buildings be analyzed together to
ensure that one building does not monopolize an excess of the 30 parking spaces provided
to serve both buildings.
Linscott, Law & Greenspan (LLG), a traffic and engineering firm, originally prepared a
Traffic Impact Analysis (TIA), dated April 30, 2013, to evaluate traffic and parking
requirements to determine if the applied code requirements would adequately meet the
needs of the mixed use commercial plaza. The TIA identified that the 30 parking spaces
proposed for the subject site would meet the needs of the plaza; however, specific land
uses were utilized to determine the required parking. The specific analysis of parking
requirements in the TIA limited the plaza to only allow the uses that were reviewed in the
analysis.
The plaza is currently under construction and will have 11,107 sq. ft. of leasable space
between both buildings. The remaining 3,893 sq. ft. within the 15,000 sq. ft. center consists
of common area, such as restrooms and hallways, which will not be allocated to any of the
tenants. The applicant is in the process of leasing space to a pie shop, a tailor, and a
martial arts studio that will occupy units on the first and second floors of Building A. The
applicant is seeking tenants to occupy the remaining tenant spaces in each building and
would like to have some ability to lease to a wider range of uses in order to provide a
variety of services to the public. This request is consistent with the Main Street Specific
Plan which encourages a variety of service and retail businesses in the Main Street area.
In order to support the applicant's request to allow a broader range of uses in the plaza, an
Addendum to the TIA was required. The TIA Addendum, prepared by LLG and dated
September 26, 2016, provided a shared parking analysis to forecast the peak parking
Page 3 of 6
CUP/ MUP 16 -6
350 Main Street
requirements for full- occupancy of the plaza based on the parking demand patterns of
each use at the site. Shared parking calculations recognize that different uses often
experience individual peak parking demands at different times of day, or days of the week.
A shared parking analysis will utilize industry standard parking profiles to determine the
total number of parking spaces required to meet the needs of the entire center instead of
the needs of each use. City parking code requirements are typically based on peak
demands for each land use to ensure that a parking lot serving a single business, such as
a restaurant, is able to meet the needs of that use when it is in highest demand. A shared
parking analysis, however, acknowledges that different business types reach their peak
demand at different times of the day so one business can have a peak while another
business has a lower demand. Application of a shared parking methodology can result in
an overall parking need that is less than the sum of individual peak requirements for each
land use.
The Seal Beach Municipal Code ( §11.4.20.020) permits the use of shared parking facilities
to serve multiple uses or properties provided the available parking is adequate to serve the
needs of all uses. An applicant can seek approval of a Conditional Use Permit if the shared
parking facility will provide less than the total number of parking spaces required by the
Municipal Code provided that the following findings can be made:
1. The peak hours of parking demand from all uses do not coincide so that peak
demand will not be greater than the parking provided; and
2. The adequacy of the quantity and efficiency of parking provided will equal or
exceed the level that can be expected if parking for each use were provided
separately.
The TIA Addendum analyzed three different scenarios to evaluate different land uses and
square footage allocations within the plaza. The Addendum analyzed the forecasted
parking needs for each scenario during weekday and weekend conditions to determine if
the available on -site parking would be able to adequately meet the real life parking needs
of each mix of uses. The highest peak demand for Scenarios 1 and 2 occurred during the
weekday at 3:00 p.m., while Scenario 3 had two weekday peak times at 1:00 p.m. and 3:00
p.m. The tenant mixes for each scenario are provided in the following table, as identified on
page 3 of the TIA Addendum, along with the peak parking demand identified for each
scenario on Tables 6 -11 of the TIA Addendum. The TIA Addendum provided an hourly
analysis of each use to show that peak hours of each use do not coincide to cause a
parking need greater than the 30 parking spaces provided on the subject site. Similarly, the
analysis shows that each use will have its own peak demand at different times of the day
and the allocation so the subject site will be able to meet the peak demand of each
individual use within the plaza.
Table on Next Page
Page 4 of 6
CUP/ MUP 16 -6
350 Main Street
TABLE 1
Parking Scenarios
Weekda
SCENARIO 1
SCENARIO 2
SCENARIO 3
Gross
Parking
Gross
Parkin g
Gross
Parking
Use
Floor Area
required
Floor Area
required
Floor Area
required
s, ft.
(sq ft
(sq. ft
Dessert Shop
999
2
999
2
999
2
Retail
2,915
6
2916 '
6
5,479
11
Office (No
5,593
11
3983 ''
8
-
-
Customer
Office
-
-
1609
5
3,029
10
Martial Arts
1,600
5
1,600
5
1,600
5
Studio
Common Area
3,893
8
1 3,893 @
8
3,893
8
Shared Parking
27
29
30
Demand
SOURCE: LLG TIA Addendum, dated September 26, 2016
The TIA Addendum shows that the 30 parking spaces provided on the subject site can
accommodate all three scenarios identified in the addendum and summarized in the table
above so long as the allocated square footages are not exceeded for higher intensified
uses.
The TIA Addendum examined parking allocation based upon the existing leases, the
proposed dojo, and three specific mixes of uses. The applicant has stated that they are
seeking approval of Scenario 2 so that the plaza can provide the most flexible amount of
services and uses. Conditions have been included in the attached resolution to limit all
future uses to the specific square footage and floor areas identified in the TIA Addendum
so that the parking demand will not exceed a peak demand of 29 spaces. Any future
change to the combination of retail and office uses in the plaza will require review by the
Planning Commission.
The proposed martial arts dojo will occupy a 1,600 sq. ft. second floor space and operate
as a Brazilian Jiu Jitsu martial arts studio. The classes will primarily be provided for children
between the ages of 4 to 17 years of age and the parents of the enrolled children only. The
maximum size of a class will be approximately 20 students with 3 instructors and 3 staff
members. The dojo will operate Monday through Friday from 7am to 7pm, with private
lessons by appointment on weekends. Classes are proposed every hour with an average
class size of 15 students and a maximum of 30 students on site in the evening hours.
Students who are not on the mats will be at the student learning lab inside the studio that
contains 15 iPads for the students to use. The studio will also provide a shuttle to the site
from McGaugh Elementary School and require that during the hours of 3pm to 5pm, the
students adhere to a drop off only policy. Each class between 3 pm and 7pm will last 50
minutes.
Page 5 of 6
CUP /MUP 16 -6
350 Main Street
The shared parking analysis will allow the center to provide a mix of uses and services
which is consistent with the vision for the Main Street Specific Plan area. The TIA
Addendum identified that the center will be able to operate with the martial arts dojo and
provide a mix of commercial uses while providing adequate onsite parking to meet the
needs of its land uses. The conditions incorporated into the attached Resolution will ensure
that the plaza maintains the specific mix of uses identified in Scenario 2 so that it can
continue to provide adequate parking.
CONCLUSION:
After conducting the public hearing and receiving public testimony, staff recommends that
the Planning Commission adopt the attached Resolution No. 16 -22 to APPROVE
Conditional Use Permit (CUP 16 -6) and (MUP 16 -6) to permit a shared parking agreement
for a 15,000 sq. ft. two -story retail plaza consisting of two buildings with a martial arts dojo
in the Main Street Specific Plan (MSSP) located at 350 Main Street.
Prepared by:
Steve Fowler
Assistant Planner
Attachments 4:
Director of Community Development
1. Resolution No. 16-22— A Resolution of the Seal Beach Planning Commission APPROVING
a Conditional Use Permit (CUP 16 -6) and (MUP 16 -6) to permit a shared parking agreement
for a 15,000 sq. ft. two -story retail plaza consisting of two buildings with a martial arts dojo in
the Main Street Specific Plan (MSSP) located at 350 Main Street.
a. Addendum to Traffic Impact Analysis, dated September 26, 2016
2. Site plan and floor Plan
3. Martial Arts Dojo Business Plan
4. Traffic Impact Analysis, Revised September 14, 2016, Original Date April 30, 2016
Page 6 of 6
ATTACHMENT 1
RESOLUTION NO. 16 -22
A RESOLUTION OF THE SEAL BEACH PLANNING
COMMISSION APPROVING CONDITIONAL USE PERMIT
16 -6 AND MINOR USE PERMIT TO ALLOW A SHARED
PARKING AGREEMENT FOR A SMALL COMMERCIAL
RECREATIONAL FACILITY (MARTIAL ART STUDIO) IN A
COMMERCIAL CENTER LOCATED IN THE MAIN STREET
SPECIFIC PLAN (MSSP) AREA AT 348 AND 350 MAIN
STREET
INCLUDES:
EXHIBIT A
ADDENDUM TO TRAFFIC IMPACT ANALYSIS,
DATED SEPTEMBER 26, 2016
RESOLUTION NO. 16 -22
A RESOLUTION OF THE SEAL BEACH PLANNING
COMMISSION APPROVING CONDITIONAL USE
PERMIT 16 -6 AND MINOR USE PERMIT TO ALLOW
A SHARED PARKING AGREEMENT FOR A SMALL
COMMERCIAL RECREATIONAL FACILITY
(MARTIAL ART STUDIO) IN A COMMERCIAL
CENTER LOCATED IN THE MAIN STREET
SPECIFIC PLAN (MSSP) AREA AT 348 AND 350
MAIN STREET
THE PLANNING COMMISSION OF THE CITY OF SEAL BEACH DOES
HEREBY FIND AND RESOLVE AS FOLLOWS:
Section 1. Eric Lenore, on behalf of Main and PCH, LLC submitted an
application to the City of Seal Beach Department of Community Development for
Conditional Use Permit (CUP) 16 -6 and Minor Use Permit (MUP) 16 -6 to permit a
shared parking agreement for a commercial center with a martial arts studio at 348 and
350 Main Street (the "subject property "), which is located in the Main Street Specific
Plan (MSSP) Zone.
Section 2. Pursuant to the State of California Public Resources Code and
State Guidelines for the California Environmental Quality Act (CEQA), the Community
Development Department has determined that the proposed project is categorically
exempt from environmental review per Section 15303 (Conversion of small structures)
of the State CEQA Guidelines the permitting of a shared parking agreement for a
commercial center and the operation of a dojo where only minor modifications are
required for the conversion of use.
Section 3. A duly noticed public hearing was held before the Planning
Commission on October 17, 2016 to consider the application for CUP 16 -6 and MUP
16 -6. At the public hearing, the Planning Commission received and considered all
evidence presented, both written and oral, regarding the subject application. The record
of the public hearing indicates the following:
A. The subject site is located on the south east corner of the Main
Street and Pacific Coast Highway intersection. The subject site consists of two parcels
totaling 17,537 square -feet (0.40 acre). Each parcel is currently under development with
a two -story building. The total square footage of both buildings will be 15,000 square
feet and a second story unit of 1,600 square feet will be occupied by a martial arts dojo.
B. The subject site is surrounded by commercial uses to the north,
south and west while there are both commercial and residential uses to the east across
an alley. The subject property is located in the Main Street Specific Plan (MSSP) area.
C. The applicant proposes to permit a shared parking agreement for a
15,000 sq. ft. commercial plaza which includes a martial arts studio.
Page 1 of 6
Resolution No. 16 -22
350 Main Street
D. The proposed martial arts studio will require tenant improvements
to establish the branding d6cor.
E. Seal Beach Municipal Code Section 11.4.20.020 permits the
approval of a Conditional Use Permit for a shared parking facility if appropriate findings
can be made.
F. An addendum to a Traffic Impact Analysis dated April 30, 2013 was
prepared by Linscott, Law & Greenspan. The addendum dated September 26, 2016
provides a shared parking analysis and has been attached to this resolution as Exhibit A
Section 4. Based upon the facts contained in the record, including those
stated in the preceding Section of this Resolution and pursuant to Chapter 11.5.20 of
the Code of the City of Seal Beach, the Planning Commission makes the following
findings:
A. The proposed use is consistent with the General Plan because the
shared parking analysis will allow for a mix of services and retail uses, including a
martial arts studio, which encourages growth in the commercial area of Planning Area 1.
The General Plan Land Use Element encourages revitalization and reuse within the
project area in a logical, systematic manner, compatible with existing commercial uses.
A shared parking analysis was prepared to evaluate the real life parking demand that
would be generated by various mixes of uses on the subject site. The shared parking
analysis provides a logical and systematic approach to allowing various land uses while
ensuring that the Planning Area 1 is not further congested. The proposed addition of a
martial arts studio and mix of commercial uses with allocated square footages specified
in the parking analysis shows the plaza will grow in a logical manner that will be
compatible with the existing area. As conditioned, the proposed shared parking
agreement will allow for expanded services of the facility, which is proposed to be
compatible with the surrounding uses.
B. The proposed use is allowed within the Main Street Specific Plan
(MSSP) zoning area subject to approval of a Conditional Use Permit and complies with
all other applicable provisions the Municipal Code. The General Plan Land Use Map
designates the subject property as Commercial - General and the Zoning Map
designates the area as Main Street Specific Plan (MSSP). Pursuant to the Seal Beach
Municipal Code a shared parking agreement is permitted in the MSSP zone with
approval of a Conditional Use Permit. The shared parking analysis will ensure that the
proposed uses within the subject site are able to operate with adequate parking so that
there is no impact to the limited parking availability on Main Street.
C. The site is physically adequate for the type, density, and intensity of
the use being proposed. A shared parking analysis, prepared by Linscott, Law &
Greenspan evaluated the proposed mix of uses on the subject site and concluded that
the project site can accommodate the anticipated parking demand for the proposed
uses. The proposed share parking agreement with the conditions listed below will allow
the accommodation of a mix of uses on the subject site without impacting the Main
Page 2 of 6
Resolution No. 16 -22
350 Main Street
Street parking areas. The shared parking analysis identified that the peak demand of
the center would require 29 parking spaces and the subject site provides 30 onsite
parking spaces to serve the plaza. The subject site is developed with two multi- tenant
commercial buildings. No major alterations are required on the site.
D. The location, size, design, and operating characteristics of the
proposed restaurant with the alcohol license upgrade would be compatible with the
surrounding uses and will not adversely affect those uses or properties in the
surrounding areas. The shared parking analysis evaluated three separate mixes of land
uses with varying square footage allocations. Scenario 2 of the TIA Addendum, which
consists of 999 sq. ft. for a dessert shop, 2,916 sq. ft. for retail, 3,983 sq. ft. for offices
with no customers, 1,609 sq. ft. for offices with customers, 1,600 sq. ft. for a martial arts
studio, and 3,893 sq. ft. of common areas. The parking analysis shows that peak
parking demand occurs at around 3:00 p.m. on weekdays requiring 29 parking spaces.
The subject site provides 30 parking spaces on site which accommodates the peak
demand of the plaza. A condition has been incorporated to limit the size and types of
uses allowed to those identified above, and reflected on page 3 of the TIA Addendum
(Exhibit A), so that no adverse effects will result from the plaza.
E. The establishment, maintenance, and operation of the proposed
use at the subject site will not be detrimental to the health, safety, or welfare of persons
residing or working in the vicinity of the proposed use. The shared parking agreement
and conditions included in this resolution will require the plaza to maintain the land use
square footages allocated in the TIA Addendum prepared by Linscott, Law, &
Greenspan. The operation of uses detailed in the addendum will ensure an adequate
amount of parking remains available for all the users on site so that the surrounding
Main Street Parking areas are not impacted by the business on the subject site.
F. The peak parking demand hours for all uses do not coincide so that
peak demand will not be greater than the parking provided. The shared parking analysis
in the TIA Addendum prepared by Linscott, Law, & Greenspan, dated September 26,
2016, illustrates that the peak parking demand for Scenario 2, occurs daily at 3:00 p.m.
At peak demand the subject site requires 29 parking spaces to meet the needs of all
uses on the subject site. The plaza will provide a total of 30 parking spaces on the
subject site, which results in a surplus of one parking space for the plaza.
G. The adequacy of the quantity and efficiency of parking provided will
equal or exceed the level that can be expected if parking for each use were provided
separately. The TIA Addendum prepared by Llnscott, Law & Greenspan analyzed each
use separately to determine the parking demand need to serve each use throughout the
day. The finding of the TIA Addendum specified that the 30 parking spaces on site will
adequately serve all uses within the center because the peak times vary for most uses.
The TIA Addendum showed that at no time will the peak demand for any use exceed
the number of parking spaces provided on the subject site.
Section 5. Based upon the foregoing, the Planning Commission hereby
approves Conditional Use Permit (CUP) 16 -6 and Minor Use Permit 16 -6 to permit a
Page 3 of 6
Resolution No. 16 -22
350 Main Stmet
shared parking agreement for a commercial plaza with a martial arts studio at 348 and
350 Main Street subject to the following conditions.
1. Approval of Conditional Use Permit (CUP) 16 -6 and Minor Use Permit (16 -6) to
permit a shared parking agreement for a commercial center with a martial arts
studio at 348 and 350 Main Street within the Main Street Specific Plan.
2. The Main & PCH Plaza shall not exceed the land use square footage thresholds
as further described in Scenario 2 of the TIA Addendum, dated September 26,
2016 (Exhibit A) and provided below:
a. Dessert Shop: 999 sq. ft.
b. Retail: 2,916 sq. ft.
c. Office (no customer): 3,983 sq. ft.
d. Office (with customers): 1,609 sq. ft.
e. Martial Arts Studio: 1,600 sq. ft.
f. Common Area: 3,893 sq. ft.
3. The approval of this Conditional Use Permit is not effective until execution and
recordation of the shared parking agreement in a form satisfactory to the City.
4. Deliveries to the premises are prohibited between 10:00 P.M. and 7:00 A.M.
5. There shall be no dumping of trash outside and /or glass bottles outside the
establishment between the hours of 10:00 P.M. and 7:00 A.M.
6. The establishment must comply with Chapter 7.15 "Noise" of the City of Seal
Beach Municipal Code. Should complaints be received regarding noise
generated by the establishment, the Planning Commission reserves the right to
schedule this permit for reconsideration and may require the applicant/business
operator to mitigate the noise level to comply with the provisions of Chapter 7.15.
7. Any proposed alterations or upgrades to the martial arts studio or parking
agreement will require review and approval from the City of Seal Beach Planning
Division.
8. A modification of this approval must be applied for when:
a. The establishment proposes to modify any of its current Conditions of
Approval.
b. There is a substantial change in the mode or character of operations of
the establishment.
9. The Planning Commission reserves the right to revoke or modify this approval if
any violation of the approved conditions occurs, any violation of the Code of the
City of Seal Beach occurs.
10. The premises of the martial arts studio must be in substantial compliance with
the plan submitted with the application and maintained on file with the
Community Development Department date stamped June 2, 2016.
Page 4 of 6
Resolution No. 16 -22
350 Main Street
11. The hours of operation for the martial arts studio shall be 7:00 AM to 7:00 PM
Monday through Friday and 9:00 AM to 11:00 AM on Saturday.
12. In the event staff determines that security problems exist on the site, the
conditions of this permit may be amended, under the procedures of the Seal
Beach Municipal Code to require the provision of additional security measures.
13. The Planning Commission reserves the right to revoke or modify this approval if
harm or operational problems such as criminal or anti - social behavior occur.
Examples of harmful or operation behaviors include, but not limited to, violence,
vandalism, solicitation and /or litter.
14. The applicant will prominently display these Conditions of Approval in a location
within the businesses' customer area that is acceptable to the Community
Development Director.
15. Failure to comply with any of these conditions or a substantial change in the
mode or character of the Martial arts studio shall be grounds for revoking or
modifying this MUP approval.
16. This APPROVAL shall not become effective for any purpose unless /until a City
"Acceptance of Conditions" form has been signed and notarized by the applicant
before being returned to the Planning Department; and until the ten (10) calendar
day appeal period has elapsed.
17. The applicant is required to obtain all required Building and Safety permits prior
to tenant improvements, construction or demolition.
18. Approval of this request shall not waive compliance with all sections of the
Municipal Code, or all other applicable City Ordinances in effect at the time of
building permit issuance.
19. This approval shall become null and void unless exercised within one year of the
date of final approval, or such extension of time as may be granted by the
Planning Commission pursuant to a written request for extension submitted to
the Community Development Department at least ninety days prior to such
expiration date.
20. The applicant must indemnify, defend, and hold harmless City, its officers,
agents, and employees (collectively "the City" hereinafter in this paragraph) from
any and all claims and losses whatsoever occurring or resulting to any and all
persons, firms, or corporations furnishing or supplying work, services, materials,
or supplies in connection with the performance of the use permitted hereby or the
exercise of the rights granted herein, and any and all claims, lawsuits or actions
arising from the granting of or the exercise of the rights permitted by this
approval, and from any and all claims and losses occurring or resulting to any
person, firm, corporation or property for damage, injury or death arising out of or
connected with the performance of the use permitted hereby. Applicant's
obligation to indemnify, defend, and hold harmless the City as stated herein shall
include, but not be limited to, paying all fees and costs incurred by legal counsel
of the City's choice in representing the City in connection with any such claims,
Page 5 of 6
Resolution No. 16 -22
350 Main Street
losses, lawsuits or actions, expert witness fees, and any award of damages,
judgments, verdicts, court costs or attorneys' fees in any such lawsuit or action.
PASSED, APPROVED, AND ADOPTED by the Seal Beach Planning
Commission at a meeting thereof held on October 17, 2016, by the following vote:
AYES: Commissioners
NOES: Commissioners
ABSENT: Commissioners
ABSTAIN: Commissioners
ATTEST:
Jim Basham
Planning Commission Secretary
Page 6 of 6
Esther Cummings
Chairperson
EXHIBIT A
Addendum to traffic Impact Analysis,
dated September 26, 2016
September 26, 2016
Engineers & Planners
Tragic
Transportation
Parking
Mr. Eric Lenore
tinscott Law &
Main & PCH, LLC
Greenspan, Engineers
328 Main Street
2 Executive Circle
Seal Beach, CA 90740
Suite 250
Wine, CA 92614
LLG Reference No. 2.16.3747.1
949.625.6175 T
949.8.6173 r
vvwmIlgengineers.cont
Subject: Revised
Addendum to the Traffic Impact Analysis Report for the
Pasadena
Main & PCH Mixed -Use Center Project (dated April 30, 2013)
Wine
Seal Beach, California
San Diego
Woodland Hills
Dear Mr. Lenore:
As requested, Linscott, Law, & Greenspan, Engineers (LLG) is pleased to submit this
Addendum to the Traffic Impact Analysis Report we previously completed on April
30, 2013 for the Main & PCH Mixed -Use Center Project. This letter report updates
prior versions of the Addendum dated September 13, 2016 and September 20, 2016,
to address City staff comments.
This Addendum evaluates an updated project description, which includes the addition
of a jiu jitsu studio for kids on the second floor of the development, called Dojo by
Leo Vieira (referred to herein as "Dojo'). The total size of the project, 15,000 square
feet (SF) of Gross Leasable Area (GLA), remains the same, and will also include a
dessert shop, retail, and office uses.
This letter evaluates the trip generation potential for the proposed Dojo and
corresponding revised mix of uses in the Center, and compares those project -
generated traffic volumes against the prior use that occupied the site (i.e., Chevron
gasoline service station), and against what was previously analyzed in the April 2013
traffic impact study.
Philip M. Gnscom PEu9 ml
In addition, this Addendum estimates parking needs for the Dojo based on its Jack M. Greenspan, PE iR ii
Mum A Law, PE,Rw
anticipated operations, enrollment, staffing, and actual physical setting. This parking Paul W. Wilkinson, PE
estimation approach is consistent with the City Code requirement for small -scale John P. Keating, PE
recreation facilities (20,000 SF or less), which indicates that for specific uses other David S. Shender, PE
than gyms and fitness studios, a parking demand analysis may be required. JahnA Braman, PE
Clare M. Loek- Jaeger, PE
Richard E. Barrens, PE
Kcil D. Mxberry, PE
An IGM'6Co'roary $vw0ea1
Mr. Eric Lenore
September 26, 2016
Page 2
Parking demand for the overall Center, including the Dojo, was determined based on
the application of the Urban Land Institute's (ULI) Shared Parking methodology,
consistent with the industry-based approach of estimating realistic parking needs for a
mixed -use development, and pursuant to Section 11.4.20.020 of the City's Municipal
Code that allows the application of the Shared Parking concept to shared parking
facilities serving more than one use.
As part of this Addendum, the parking requirements for the updated project
description were further calculated based on the application of the parking ratios that
have been established as part of the City of Seal Beach Municipal Code Chapter
11.4.20.015.A.2 Required Parking — Main Street Specific Plan District for the dessert
shop, retail, and office uses, and Chapter 11.4.20.015.A.1 Required Parking for the
Dojo.
Our method of analysis, findings, and conclusions are detailed in the following
sections of this Addendum. Briefly, we find the following:
• The trip generation potential for the refined project description, including the
proposed Dojo, is generally consistent with the project - generated trips
evaluated in the April 2013 traffic impact study. The prior study, which
provided two trip generation scenarios, estimated that the Center could
generate up to 762 daily trips, 44 AM peak hour trips, and 48 PM peak hour
trips. In comparison, the refined project description analyzed in this
Addendum is expected to generate 584 daily trips, 30 AM peak hour trips, and
60 PM peak hour trips. This corresponds to a reduction of 178 daily trips and
11 AM peak hour trips, and an increase of 12 PM peak hour trips, when
compared against the prior analysis. The additional 12 PM peak hour trips is
nominal, and will not result in changes to intersection peak hour levels of
service. The April 2013 study concluded that, based on the City's traffic
impact methodology, all key intersections would operate at acceptable levels
of service (i.e., LOS D or better) without and with the project, and that the
project would not cause significant traffic impacts under any of the traffic
scenarios analyzed. The revised project description, which includes the
proposed Dojo, will not result in any changes to those conclusions.
• Pursuant to Section 11.4.20.020 of the Citys Municipal Code, which allows
the application of the Shared Parking concept to shared parking facilities
serving more than one use, the Shared Parking methodology was used in
estimating realistic parking needs for the Center, and using anticipated
operations, enrollment, staffing, and the physical setting as basis for the
Dojo's parking demand, under three tenant -mix scenarios for Suites 350 D,
350 E, 348 B. and 348 C. The results are as follows:
N 137Wi2163749 -350 ,Main Street Update, Seel BeacM1U]6] TIA Addendum Letter 9 -26 -I6 dac
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September 26, 2016
Page 3
Scenario 1: Suites 350 D, 350 E, 348 B, and 348 C as "Office, no customer
service" (5,593 SF total)
Weekday Peak Demand = 27 spaces at 3:00 PM
(3 surplus spaces)
Weekend Peak Demand = 16 spaces at 2:00 PM
(14 surplus spaces)
Scenario 2: Suites 350 D, 350 E, and 348 B, as "Office, no customer service"
(3,983 SF total), and Suite 348 C as "Business Office" (1,609
SF)
Weekday Peak Demand = 29 spaces at 3:00 PM
(l surplus space)
Weekend Peak Demand = 16 spaces at 2:00 PM
(14 surplus spaces)
Scenario 3: Suites 350 E and 348 C as 'Business Office" (3,029 SF total),
and Suites 350 D and 348 B as "Retail' (2,564 SF total)
Weekday Peak Demand = 30 spaces at 1:00 PM and 3:00 PM
(0 surplus spaces)
Weekend Peak Demand = 21 spaces at 2:00 PM
(9 surplus spaces)
Based on the above findings, we conclude that the on -site supply of 30 spaces
for the project will be adequate in meeting the parking needs under any of the
three tenant -mix scenarios evaluated in this Addendum.
• It is recommended that I to 2 parking spaces located nearest the proposed
Dojo be designated as "15- minute short-term parking" to facilitate parents
dropping off and picking up students on weekday afternoons.
• The application of City Code parking ratios to the updated project description
for the entire Center results in a Code -based requirement of 32 spaces. When
compared against the project's parking supply of 30 on -site spaces, the 32
spaces required by City Code results in a Code -based deficiency of 2 spaces.
This changes the conclusion in the April 2013 study that previously indicated
the project having adequate parking supply to meet its City Code parking
requirement. It should be noted, however, that 7 on- street, angled parking
spaces along Main Street on the project site's frontage will be provided. and
these spaces will serve as contingent parking for nearby uses, including the
project.
N:U700Q 163945- 350 Main Street Update, Seal BeiahO747 TL\ Addendum Leiin 9.26.16 doc
Mr. Eric Lenore
September 26, 2016
Page 4
PROJECT LOCATION AND DESCRIPTION
The project site is a 0.40± acre rectangular shaped parcel of land located at 350 Main
Street, on the southeast corner of Main Street and Pacific Coast Highway in the City
of Seal Beach, California. The project site is currently vacant, however the subject
property was previously developed with a Chevron service station that had 8 vehicle
fueling positions and 4 service bays. The proposed project includes the development
of a two -story, 15,000 -SF building. A total of 30 spaces in a parking garage will be
provided, in addition to 7 on- street, angled parking spaces along Main Street on the
project site's frontage which will serve as contingent parking for nearby uses,
including the project.
Table I presents the development tabulation for the project, which reflects
refinements to the prior mix of uses in the project description used as basis for the
April 2013 study.
The proposed Dojo will provide jiu jitsu classes to children primarily residing in the
immediate local Seal Beach community. The daily schedule for kids classes on
Monday through Friday is as follows:
2:50 PM
— 3:40 PM:
one class up to 20 students; 5 to 7 years old
4:00 PM
—4:50 PM:
one class up to 20 students; 8 to 10 years old
5:10 PM
— 6:00 PM:
one class up to 20 students; I I to 13 years old
6:20 PM
— 7:10 PM:
one class up to 20 students; 14 to 17 years old
On Saturdays, the schedule for kids classes is as follows:
9:00 AM — 9:50 AM: one class up to 20 students; 5 to 10 years old
10:00 AM — 10:50 AM: one class up to 20 students; I I to 17 years old
In addition to kids classes, parents of enrolled children will be offered private classes
to be held between 8:00 AM and 1:00 PM, on Monday through Friday.
Five employees will be present for kids classes, of which two will be adult
employees, and three will be teen students at the Dojo. One adult employee will be
on staff during private classes for parents. All adult employees will be driving their
own vehicle, and therefore accounted for in a separate category in the trip generation
and parking demand assessment. The teen student employees will not be driving, and
presumed to be part of the same student pool categories, who are dropped off /picked
up by private vehicle, or by the complimentary shuttle service, or by non- motorized
means (walking, bike, skateboard).
The anticipated operations for the Dojo includes the provision of the following key
amenities:
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Mr. Eric Lenore
September 26, 2016
Page 5
• A complimentary drop -off and pick -up service by shuttle (Mercedes Benz
Sprinter passenger van that could accommodate up to 12 passengers) will
be provided. Students ages 5 to 10 years old will be picked -up after
school at McGaugh Elementary and transported to the Dojo for the 2:50
PM and 4:00 PM classes. After the 4:00 PM class, all students will be
transported directly to their homes. Students who are II years and older
(those attending the 5:10 PM and 6:20 PM classes) will also be able to use
the complimentary shuttle; however, the demand for this may be very
small, if at all, because these older students are likely, and will be
encouraged (an incentive program is described below), to ride their bikes,
walk, and /or skateboard to and from their classes at the Dojo.
• In addition, a state -of -the -art student Learning Lab will be equipped with
12 iPads for students to complete Los Alamitos School District - assigned
homework. This will encourage more students to use the shuttle, or ride
bikes /walk/skateboard with friends, right after school, then do homework
while waiting for their specific class to begin.
• As a way to encourage parents who must transport their children to class
to only drop off or pick up their children, class registration materials will
require parent signatures to acknowledge their understanding of the
following:
• Information about the complimentary shuttle service and student
Learning Lab, as described above.
• There will not be a parent waiting area inside the Dojo.
• Parents' presence during class may distract students and prevent
them from learning at their fullest ability, so parents are
discouraged from waiting for the class to end while parked on site.
• Parents need to be as efficient as possible when dropping off
students or picking them up by private vehicle, so that vehicle
drop- offs /pick -ups along the driveway do not impede other
vehicles circulating on site, and so that parking duration in
designated short-term spaces are kept to a minimum.
• A Dojo staff member will assist during the drop -off and pick -up
periods to ensure that traffic flows and short-term parking spaces
operate as efficiently as possible, so parents may be directed
accordingly.
• As an incentive for students to walk, ride bikes, and /or skateboard to and
from class, a rewards program will be established that gives rewards
points to students, which can then be used for purchasing items from the
Dojo's store, such as Dojo shirts, backpacks, rash guards, and even cash -
back rewards.
H:b000r2163747 350 Main Street Update, Seal BeacM0949 T I A Addendum Lmer 9 -26 16 doc
Mr. Eric Lenore
September 26, 2016
Page 6
PROJECT TRIP GENERATION
As presented in the April 2013 study, traffic generation is expressed in vehicle trip
ends, defined as one -way vehicular movements, either entering or exiting the
generating land use. Generation factors and equations found in the 9th Edition of
Trip Generation, published by the Institute of Transportation Engineers (ITE)
[Washington, D.C., 2012] are typically applied in trip forecasting procedures.
Since ITE trip rates do not specifically account for the unique tripmaking
characteristics of the proposed Dojo, Dojo - generated traffic was estimated by
deriving vehicular trips from the person trips and operational parameters anticipated,
as described above.
Table 2 presents the Dojo's vehicle arrival and departures, tripmaking assumptions,
and resulting Dojo - generated trips during the weekday, AM peak commute hour, and
PM peak commute hour (highlighted in yellow). The Dojo is expected to generate
146 weekday daily trips (73 inbound, 73 outbound), 5 AM peak hour trips (3
inbound, 2 outbound), and 30 PM peak hour trips (15 inbound, 15 outbound).
Table 3 presents the ITE trip rates applied to estimate the trip generation for the prior
use (Chevron gas station), and the other components of the project (i.e., dessert shop,
retail, office). It should be noted that applying the ITE rates for High- Turnover (Sit -
Down) Restaurants to the dessert shop is a conservative measure. The dessert shop
will only have 10 indoor seats (no outdoor dining), compared to a much larger sit -
down casual restaurant, so it will likely generate fewer trips than projected.
Table 4 summarizes the trip generation potential for the prior Chevron gas station and
the project, as now proposed and including the Dojo.
The trip generation potential of a gasoline service station with 8 vehicle fueling
positions totals 782 daily trips, with 41 trips (21 inbound, 20 outbound) during the
AM peak hour and 64 trips (32 inbound, 32 outbound) during the PM peak hour.
The proposed project is forecast to generate 584 daily trips, with 30 trips (20 inbound,
10 outbound) during the AM peak hour, and 60 trips (27 inbound, 33 outbound)
during the PM peak hour.
Comparison of the trips generated by the proposed project to the trips generated by the
prior use (Chevron gas station) shows that the project would generate less traffic than
the prior gas station use, with 198 fewer daily trips, I I fewer AM peak hour trips, and 4
fewer PM peak hour trips.
The trip generation potential for the refined project description, including the
proposed Dojo, is generally consistent with the project - generated trips evaluated in
the April 2013 traffic impact study. The prior study, which provided two trip
\ Q700@ I63]a] -350 Plain street Upi seal OenehO0a0l IA Addendum Lener 9 -26-16 doe
Mr. Eric Lenore
September 26, 2016
Page 7
generation scenarios, estimated that the Center could generate up to 762 daily trips,
44 AM peak hour trips, and 48 PM peak hour trips. In comparison, the refined
project description analyzed in this Addendum is expected to generate 584 daily trips,
30 AM peak hour trips, and 60 PM peak hour trips. This corresponds to a reduction
of 178 daily trips and I I AM peak hour trips, and an increase of 12 PM peak hour
trips, when compared against the prior analysis. The additional 12 PM peak hour
trips is nominal, and will not result in changes to intersection peak hour levels of
service. The April 2013 study concluded that, based on the City's traffic impact
methodology, all key intersections would operate at acceptable levels of service (i.e.,
LOS D or better) without and with the project, and that the project would not cause
significant traffic impacts under any of the traffic scenarios analyzed. The revised
project description, which includes the proposed Dojo, will not result in any changes
to those conclusions.
PARKING SUPPLY - DEMAND ANALYSIS
This parking analysis involves determining the expected future site parking needs,
based on the size and type of tenancy components, versus the 30 -space parking
supply on site. Typically, there are two methods that can be used to estimate a site's
peak parking needs. These methods have been used in this analysis and include:
• Application of City Code requirements (which typically treats each
tenancy type as a "stand alone" use at maximum demand).
• Application of shared parking usage patterns by time -of -day (which
recognizes that the parking demand for each tenancy type varies by time
of day and day of week). The shared parking analysis starts with a code
calculation for each tenancy type.
The shared parking methodology is concluded to be applicable to the project because
the individual tenancy /land use types (i.e., restaurant, retail, office) experience peak
demands at different times of the day.
Similar to estimating trip generation for the Dojo, the unique parking needs of the
Dojo were derived from the anticipated operational parameters. Table 5 presents the
parking demand estimates for a typical weekday. The resulting peak parking demand
for the Dojo is 4 spaces during weekday afternoon classes.
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September 26, 2016
Page 8
SHARED PARKING ANALYSIS
Section 11.4.20.020 of the City's Municipal Code allows the application of the
Shared Parking concept to shared parking facilities serving more than one use, as
follows:
"A. Shared Parking.
1. Permit Requirement. A conditional use permit may be approved for shared
parking facilities serving more than one use on a site or serving more than one
property. The use permit may allow for a reduction of the total number of spacer
required by this chapter if the following findings are made, in addition to the
required findings pursuant to Chapter 11.5.20: Development Permits, Section
11.5.20.020: Required Findings:
a. The peak hours of parking demand from all uses do not coincide so that
peak demand will not be greater than the parking provided; and
b. The adequacy of the quantity and efficiency of parking provided will
equal or exceed the level that can be expected if parking for each use
were provided separately.
2. Shared Parking Agreement. A written agreement between the landowner(s)
and the city shall be filed, in a form satisfactory to the city attorney, and
including:
a. A guarantee that there will be no substantial alteration in the uses that
will create a greater demand for parking without application for an
approval of use permit;
b. A guarantee among the landowner(s) for access to and use of the shared
parking facilities; and
c. Evidence that the agreement has been recorded in the county recorder's
office. "
Based on the above the Shared Parking methodology was used in estimating realistic
parking needs for the Center, and using anticipated operations, enrollment, staffing,
and the physical setting as basis for the Dojo's parking demand, under three tenant -
mix scenarios for Suites 350 D, 350 E, 348 B, and 348 C.
Shared Parking Methodology
Accumulated experience in parking demand characteristics indicates that a mixing of
land uses results in an overall parking need that is less than the sum of the individual
peak requirements for each land use. The objective of this shared parking analysis is
to forecast the peak parking requirements for full- occupancy tenancy based on the
combined demand patterns of different tenancy types at the site.
v- U]00r2161]a7. 350 Main Sven Gpde2, Seal 6eechU949 Tld Addendum Lever 9 -26 16 doe
Mr. Eric Lenore
September 26, 2016
Page 9
Shared parking calculations recognize that different uses often experience individual
peak parking demands at different times of day, or days of the week. When uses
share common parking footprints, the total number of spaces needed to support the
collective whole is determined by adding parking profiles (by time of day for
weekdays versus weekend days), rather than individual peak ratios as represented in
City Code. In that way, the shared parking approach starts from the City's own code
ratios and results in the "design level" parking supply needs of a site.
It should be noted that the "demand" results of the shared parking calculation are
intended to be used directly for comparison to site supply. No further adjustments or
contingency additions are needed because such contingencies are already built into
the peak parking ratios and time of day profiles used in the calculation.
There is an important common element between the traditional "code" and the shared
parking calculation methodologies; the peak parking ratios or "highpoint" for each
land use's parking profile typically equals the "code" parking ratio for that use. The
analytical procedures for shared parking analyses are well documented in the Shared
Parking, 2n' Edition publication by the Urban Land Institute (ULI).
Shared parking calculations utilize hourly parking accumulations developed from
field studies of single developments in free- standing settings, where travel by private
auto is maximized. These characteristics permit the means for calculating peak
parking needs when land use types are combined. Further, the shared parking
approach illustrates how, at other than peak parking demand times, an increasing
surplus of spaces will serve the overall needs of the site.
Shared Parking Ratios and Profiles
The hourly parking demand profiles (expressed in percent of peak demand) utilized in
this analysis are based on profiles developed by the Urban Land Institute (ULI) and
published in Shared Parking, 2nd Edition. The ULI publication presents hourly
parking demand profiles for several general land use categories. The ULI profiles of
parking demand have been used directly, by land use type, in the analysis of this site
(with the exception of the Dojo).
Application of Shared Parking Methodology
The Shared Parking methodology was applied in estimating more realistic parking
needs for the Center, and using anticipated operations as basis for the Dojo's parking
demand, under three tenant -mix scenarios for Suites 350 D, 350 E, 348 B. and 348 C.
N 37W2163949- 350 Main SVeel Up1a14 Seal Beach \3147 I JA Addendum Laner9 -26.16 doc
Mr. Eric Lenore
September 26, 2016
Page 10
Tables 6, 8, and 10 present the weekday parking demand profiles for the overall
Center based on the shared parking methodology, assuming full occupancy and the
proposed Dojo. Tables 7, 9, and 11 present the weekend (Saturday) parking demand
analysis.
Scenario I
Consistent with was assumed in the City Code calculations (per Table 6), Scenario 1
presumes Suites 350 D, 350 E, 348 B, and 348 C as "Office, no customer service"
(5,593 SF total).
Table 6 indicates that the future full occupancy weekday peak parking demand will
occur at 3:00 PM, with a peak "design level" demand of 27 spaces. Based on the
parking supply of 30 spaces on site, the peak demand hours on a weekday will
balance with supply and provide a surplus of 3 spaces.
Table 7 indicates that parking needs on a Saturday will be less than the shared peak
demand of 27 spaces on a weekday.
Scenario 2
Scenario 2 presumes Suites 350 D, 350 E, and 348 B, as "Office, no customer
service" (3,983 SF total), and Suite 348 C as `Business Office" (1,609 SF).
Table 8 indicates that the future full occupancy weekday peak parking demand will
occur at 3:00 PM, with a peak "design level' demand of 29 spaces. Based on the
parking supply of 30 spaces on site, the peak demand hours on a weekday will
balance with supply and provide a surplus of 1 space.
Table 9 indicates that parking needs on a Saturday will be less than the shared peak
demand of 29 spaces on a weekday.
Scenario 3
Scenario 3 presumes Suites 350 E and 348 C as 'Business Office" (3,029 SF total),
and Suites 350 D and 348 B as `Retail" (2,564 SF total).
Table 10 indicates that the future full occupancy weekday peak parking demand will
occur at 1:00 and 3:00 PM, with a peak "design level' demand of 30 spaces. Based
on the parking supply of 30 spaces on site, the peak demand on a weekday will
exactly match supply.
Table 11 indicates that parking needs on a Saturday will be less than the shared peak
demand of 30 spaces on a weekday.
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Mr. Eric Lenore
September 26, 2016
Page 1 I
Based on the above, we conclude that the peak parking needs of the project, as now
proposed, will be adequately met by the 30 -space supply on site.
Given the surpluses expected during the peak parking conditions on a weekday, it is
recommended that I to 2 parking spaces located nearest the proposed Dojo be
designated as "15- minute short-term parking" to facilitate parents dropping off and
picking up students on weekday afternoons.
CODE PARKING REQUIREMENTS
Table 12 presents the parking requirements for the overall Center based on the
application of City Code (specifically, the parking ratios that have been established as
part of the City of Seal Beach Municipal Code Chapter 11.4.20.015.A.2 Required
Parking — Main Street Specific Plan District) to the dessert shop, retail, office, and
common areas (presumed to be parked at the same rate as retail /commercial uses).
For the Dojo, the parking ratio for "small -scale (20,000 SF or less) gyms and fitness
studios" from Chapter 11.4.20.015.A.I Required Parking was applied.
The application of City Code parking ratios to the updated project description for the
entire Center results in a Code -based requirement of 32 spaces. When compared
against the project's parking supply of 30 on -site spaces, the 32 spaces required by
City Code results in a Code -based deficiency of 2 spaces. This changes the
conclusion in the April 2013 study that previously indicated the project having
adequate parking supply to meet its City Code parking requirement. It should be
noted, however, that 7 on- street, angled parking spaces along Main Street on the
project site's frontage will be provided, and these spaces will serve as contingent
parking for nearby uses, including the project.
We appreciate the opportunity to prepare this Addendum. Should you have any
questions or need additional assistance, please do not hesitate to call us at (949) 825-
6175.
Very truly yours,
Linscott, Law & Greenspan, Engineers
�J . Akl_�
Trissa (de Jesus) Allen, P.E.
Senior Transportation Engineer
N.O7WZ16)747 -350 Main Sum Upmue, Seal B— h \3547TIA Addendum Leuer9 -16 -16 doc
TABLE 1
DEVELOPMENT TABULATION
Square Feet (SF)
Gross
Leasable
Description
Area (GLA)
First Floor
350 A Doc's Pies
dessert shop
999
350 B Kim's Alterations
retail /seamstress
700
350C Open
retail
1,106
348 A Open
retail /clothing
1,109
3,914
First Floor Total:
Second Floor
350 D Offices at Main & PCH
office
1,275
350 E Offices at Main & PCH
office
1,420
350 F Dojo by Leo Vieira
jujitsu studio
1,600
348 B Open
office
1,289
348 C Offices at Main & PCH
office
1,609
7,193
Second Floor Total:
Common Areas
3,893
TOTAL PROJECT:
15,000
Breakdown bv Land Use
Dessert Shop
999
Retail
2,915
Doj o
1,600
Office
5,593
Common Areas
3,893
15,000
TOTAL PROJECT:
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TABLE 3
PROJECT TRIP GENERATION RATES
ITE Land Use Category
Daily
2 -Way
Alf Peak Hour
PM Peak Hour
Enter %
Exit %
Total
Enter %
Exit %
Total
I'fE 944: Gasoline /Service Station
168.56
51%
49%
12.16
50%
50%
13.87
(trips per vehicle fueling position)
ITE 932: High-Tumover (Sit-Down) Restaurant
127.15
55%
45%
10.81
60%
40%
9.85
(trips per 1,000 SF)
I "IT 820: Shopping Center
42.70
62%
38%
0.96
48%
52%
3.71
(trips per 1,000 SF)
ITE 710: General Office
11.03
88%
12%
156
17%
83%
1.49
(trips per 1.000 SF)
Source:
Trip Generation Manua(, 91h Edition, Institute of Transportation Engineers (ITE), Washington. D.C. (2012).
TABLE 4
PROJECT TRIP GENERATION ESTIMATES
Notes:
[a] Assumes Daily and PM peak hour pass -by reductions are 42 %, and AM peak hour is 58 %.
[b] Vehicle trips estimated based on the application of ITE rates per Table 3.
[c] Assumes Daily and AM peak hour pass -by reductions are 10 %, and PM peak hour is 43 %.
[d] Assumes Daily and AM peak hour pass -by reductions are 10 %, and PM peak hour is 34 %.
[e] Vehicle trips estimated based on anticipated operational patterns for the proposed Dojo per Table 2.
Daily
AM Peak Flour
PM Peak Hour
Enter
Exit
Total
Enter
Exit
Total
Project Description
2 -Way
Existing Development
Chevron Gas - Station (8 fueling positions)
1.348
49
48
97
56
55
HI
I
Pass -By Reduction [a]
(566)
(28)
(28)
(56)
(24)
(23)
(47)
782
21
20
41
32
31
64
Existing Net Trips
Proposed Project
Dessert Shop (999 SF) [b]
127
6
5
11
6
4
10
Pass -By Reduction [c]
(13)
(1)
0
(1)
(3)
(1)
(4)
114
5
5
10
3
3
6
Dessert/Small Restaurant Net Trips
Retail (2,915 SF) + Common Areas (3,893 SF) [b]
291
4
3
7
12
13
25
Pass -By Reduction [d]
(29)
0
(1)
(1)
(4)
(5)
(9)
262
4
2
6
8
8
16
Retail Net Trips
General Office (5,593 SF) [b]
62
8
1
9
1
7
8
Dojo (1,600 SF) [el
146
3
2
5
15
15
30
Proposed Project Net Trips
584
20
10 1
30 1
27 1
33 1
60
Proposed Project Minus Existing Trips
(198)
(1)
(10)
(11)
(5)
1
(4)
Notes:
[a] Assumes Daily and PM peak hour pass -by reductions are 42 %, and AM peak hour is 58 %.
[b] Vehicle trips estimated based on the application of ITE rates per Table 3.
[c] Assumes Daily and AM peak hour pass -by reductions are 10 %, and PM peak hour is 43 %.
[d] Assumes Daily and AM peak hour pass -by reductions are 10 %, and PM peak hour is 34 %.
[e] Vehicle trips estimated based on anticipated operational patterns for the proposed Dojo per Table 2.
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TABLE 6
SCENARIO 1: SUITES 350 D, 350 E, 348 B, 348 C AS OFFICE, NO CUSTOMER SERVICE
WEEKDAY SHARED PARKING DEMAND ANALYSIS [a]
Land Use
Retail + Common
Areas
Office
Dessert Shop
Data
Shared
Parking
Demand
Comparison w/
Parking Supply
30 Spaces
Sin
Pkg Rate
6.808 KSF
2.00 /KSF
5.593 KSF
2.00 /KSF
0.999 KSF
2.00 /KSF
1.600 KSF
2.50 /KSF Ibl
Gross
Spaces
14 Spc
11 Spc.
2 Ste.
4 Ste.
Time of Day
Number of
Spaces
Number of
Spaces
Number of
Spaces
Number of
Spaces
Surplus
(Deficiency)
600 AM
0
0
0
0
0
30
7:00 AM
1
3
0
0
4
26
8:00 AM
3
8
0
3
14
16
9:00 AM
6
11
0
3
20
10
10 00 AM
8
11
0
3
22
8
11 00 AM
11
10
1
3
25
5
12:00 PM
12
9
1
3
25
5
1:00 PM
1 13
9
1
3
26
4
2:00 PM
12
11
1
1
25
5
3:00 PNf
12
10
1
4
27
3
4:00 PM
12
9
1
4
26
4
5:00 PM
12
5
1
4
22
8
6:00 PM
12
3
2
4
21
9
7:00 PM
12
1
2
4
19
11
8:00 PM
10
1
2
0
13
17
9:00 PM
7
0
2
0
9
21
10:00 PM
4
0
2
0
6
24
1 1:00 PM
1
0
1
0
2
28
12:00 AM
0
0
0
0
0
30
Notes:
[a] Puking rates for all land uses based on UIJ procedure normalized to express percentage in terms ofabsolute peak demand ratios.
[b] Effective ratio is reported for the proposed Dojo. See Table 5 for the detailed peak parking demand estimation for the Dojo.
TABLE 7
SCENARIO 1: SUITES 350 D, 350 E, 348 B, 348 C AS OFFICE, NO CUSTOMER SERVICE
WEEKEND SHARED PARKING DEMAND ANALYSIS [a]
Land Use
Retail + Common
Areas
Office
Dessert Shop
Dojo
Shared
Parking
Demand
Comparison w/
Parking Supply
30 Spaces
Sin
Plug Rate
6.808 KSF
2.00 /KSF
5.593 KSF
2.00 /KSF
0.999 KSF
2.00 /KSF
1.600 KSF
2.50 /KSF IbI
Gross
Spaces
14 Spec
11 Spe.
2 Spe.
4 Spe.
Time of Day
Number of
Spaces
Number of
Spaces
Number of
Spaces
Number of
Spaces
Surplus
(Deficiency)
600 AM
0
0
0
U
0
30
700 AM
1
0
0
U
1
29
8:00 AM
2
1
0
2
5
25
9:00 AM
5
1
0
4
10
20
10:00 AM
9
1
0
4
14
16
11 00 AM
10
1
0
2
13
17
12:00 PM
12
1
1
0
14
16
1.00 PM
1 13
1
1
0
15
15
2:00 PM
14
1
1
0
16
14
3:00 PM
14
0
1
0
15
15
4 00 PM
13
0
1
0
14
16
5:00 PM
13
0
1
0
14
f6
6:00 PM
12
0
2
0
14
16
7:00 PM
10
0
2
0
12
18
8:00 PM
9
0
2
0
11
19
9:00 PM
8
0
2
0
10
20
10 00 PM —L-5
U
2
0
7
23
11.00 PM
2
0
2
0
4
26
12:00 AM
0
U
1
0
I 1
29
Nolen:
[a] Parking rates fur all land uses based on ULI procedure normalized to express percentage in terms of absolute peak demand ratios.
[b] Effective ratio is reported for the proposed Dojo. Sec Table 5 for the detailed peak parking demand estimation for ,he Dojo.
TABLE 8 0
SCENARIO 2: SUITES 350 D, 350 E, 348 B AS OFFICE, NO CUSTOMER SERVICE; SUITE 348 C AS BUSINESS OFFICE
WEEKDAY SHARED PARKING DEMAND ANALYSIS [a]
Land Use
Retail + Common
Areas
Office
Dessert Shop
Dojo
Shared
Parking
Demand
Comparison w/
Parking Supply
30 Spaces
Size
Pkg Rate
6.808 KSF
2.00 /KSF
5.593 KSF
2.32 /KSF Ibl
0.999 KSF
2.081 /KSF
1.600 KSF
2.50 /KSF lei
Gross
Spaces
14 Spc,
13 Spe.
2 Spc.
4 Slur.
Time of Day
Number of
Spaces
Nom ber of
Spaces
Number of
Spaces
Number of
Spaces
Surplus
(Deficiency)
600 AM
0
0
0
0
0
30
700 AM
1
4
0
0
5
25
8:00 AM
3
9
0
3
15
15
9:00 AM
6
12
0
3
21
9
10:00 AM
8
13
0
3
24
6
1 1:00 AM
11
12
1
3
27
3
12:00 PM
12
11
1
3
27
3
1 00 PM
1 13
11
1
3
28
2
2:00 PM
12
13
1
1
27
3
3:00 PNI
12
12
1
4
29
1
4:00 PM
12
11
1
4
28
2
5-00 PM
12
6
1
4
23
7
6:00 PM
12
3
2
4
21
9
7:00 PM
12
1
2
4
19
11
8:00 PM
10
1
2
0
13
17
9:00 PM
7
0
2
0
9
21
10:00 PM
4
0
Z
0
6
24
I 100 PM
1
0
1
0
2
28
12:00 AM
0
0
0
0
0
30
Notes
[a] Parking rates for all land uses based on ULI procedure normalized to express percentage in terms ofabsolute peak demand ratios.
[b] Effective ratio is reported for offices without customer services, and business offices, See Table 12 for City Code ratios by once type applied.
[c] Effective ratio is reported for the proposed Dojo. See Table 5 for the detailed peak parking demand estimation for the Dojo.
TABLE 9
SCENARIO 2: SUITES 350 D, 350 E, 348 B AS OFFICE, NO CUSTOMER SERVICE; SUITE 348 C AS BUSINESS OFFICE
WEEKEND SHARED PARKING DEMAND ANALYSIS [a]
Land Use
Retail +Common
Areas
Office
Dessert Shop
Dojo
Shared
Parking
Demand
Comparison w/
Parking Supply
30 Spaces
Size
Pkg Rate
6.808 KSF
2.00 /KSF
5.593 KSF
2.32 /KSF Ibl
0.999 KSF
2.00 /KSF
1.600 KSF
2.50 /KSF [eI
Gross
Spaces
14 Spe
13 Spa
2 Spe.
4 Spe.
Timeof Day
Number of
Spaces
Number of
Spaces
Number of
Spaces
Number of
Spaces
Surplus
(Deficiency)
6:00 AM
0
0
0
0
0
30
7:00 AM
1
0
0
0
1
29
8:00 AM
2
1
0
2
5
25
9:00 AM
5
1
0
4
10
20
10:00 AM
9
1
0
4
14
16
1100AM
10
1
0
2
13
17
12:00 PM
12
1
1
0
14
16
1:00 PM
13
1
1
0
15
15
2:00 PM
14
1
1
II
16
14
3:00 PM
14
0
1
0
15
15
4:00 PM
13
0
1
0
14
16
5:00 PM
13
0
1
0
14
16
6.. -00 PM
12
0
2
0
14
16
7:00 PM
10
0
2
0
12
18
8:00 PM
9
0
2
0
11
19
9:00 PM
8
0
2
0
10
20
10:00 PM
5
0
2
0
7
23
1 1:00 PM
2
0
2
0
4
26
12:00 AM
0
0
1
0
1
29
Notes
[a] Parking rates for all land uses based on ULI procedure normalized to express percentage in terms of absolute peak demand ratios.
[b] Effective ratio is reported for offices without customer services, and business off-ices . See Table 12 for City Code ratios by office type applied.
[cl Effective ratio is reported for the proposed Dojo. See Table 5 for the detailed peak parking demand estimation for the Dojo.
TABLE 10
SCENARIO 3: SUITES 350 E, 348 C AS BUSINESS OFFICE; SUITE 350 D, 348 B AS RETAIL
WEEKDAY SHARED PARKING DEMAND ANALYSIS [a[
Land Use
Retail +Common
Areas
Office
Dessert Shop
Dojo
Shared
Parking
Demand
Comparison w/
Parking Supply
30 Spaces
Si.
Pkg Rate
9.372 KSF
2.00 /KSF
3.029 KSF
3.33 /KSF
0.999 KSF
2.00 /KSF
1.600 KSF
2.50 /KSF Ibl
Gross
Spaces
19 Spin
10 Spe.
2 Spc.
4 Spe.
Time of Day
Number of
Spaces
Number of
Spaces
Number of
Spaces
Number of
Spaces
Surplus
(Deficiency)
6,00 AM
0
0
0
0
0
30
700 AM
2
3
0
0
5
25
8:00 AM
7
0
3
13
17
9:00 AM
8
10
0
3
21
9
10:00 AM
12
10
0
3
25
5
11:00 AM
15
9
1
3
28
2
12:00 PM
17
8
1
3
29
1
1:00 PM
18
8
1
3
30
0
2:00 PM
17
10
1
1
29
1
3:00 Pb1
16
9
1
4
30
0
4:00 PM
16
8
1
4
29
1
5:00 PM
16
5
1
4
26
4
6:00 PM
16
2
2
4
24
6
7:00 PM
16
1
2
4
23
7
8:00 PM
14
1
2
0
17
13
9:00 PM
10
0
2
0
12
18
10:00 PM
5
0
2
0
7
23
1100 P.M
2
0
1
0
3
27
12:00 AM
0
0
0
0
0
30
Notes'
[a] Parking rates for all land uses based on ULI procedure normalized to express percentage in terms ofabsolute peak demand ratios.
Ibl Effective ratio is reported for the proposed Dojo. See Table 5 for the detailed peak parking demand estimation for the Dojo.
TABLE 11
SCENARIO 3: SUITES 350 E, 348 C AS BUSINESS OFFICE; SUITE 350 D, 348 B AS RETAIL
WEEKEND SHARED PARKING DEMAND ANALYSIS [a]
Land Use
Retail + Common
Areas
office
Dessert Shop
Dojo
Shared
Parking
Demand
Comparison w/
Parking Supply
30 Spaces
Size
Pkg Rate
9.372 KSF
2.00 /KSF
3.029 KSF
3.33 /KSF
0.999 KSF
2.00 /KSF
1.600 KSF
2.50 /KSF Ibl
Gross
Spaces
19 Spe.
10 Spe.
2 Spe.
4 Spe.
Timeof Da_v
Number of
Spaces
Number of
Spaces
Number of
Spaces
Number of
Spaces
Surplus
(Deficiency)
6:00 AM
0
0
0
0
0
30
7:00 AM
2
0
0
0
2
28
8:00AM
4
1
0
2
7
23
900 AM
8
1
0
4
13
17
1000 AM
it
1
0
4
16
14
I1:00AM
14
1
0
2
17
13
12:00 PM
16
1
1
0
IS
12
1:00 PM
18
1
1
0
20
10
2:00 PM
19
1
1
0
21
9
3.00 PM
19
0
1
0
20
10
4:00 PM
18
0
1
0
19
11
5:00 PM
18
0
1
0
19
11
6:00 PM
15
0
2
0
17
13
7:00 PM
14
0
2
0
16
14
8:00PM
13
0
2
0
IS
15
900 PM
11
0
2
fl
13
17
1000 PM
1
0
2
0
9
21
1 1:00 PM
3
0
2
0
5
25
12:00 AM
0
0
1
0
1
29
Notes:
[al Parking rates for all land uses based on ULI procedure normalized to express percentage in terms of absolute peak demand ratios.
[b] Effective ratio is reported for the proposed Dojo. See Table 5 for the detailed peak parking demand estimation for the Dojo.
TABLE 12
CITY CODE PARKING REQUIREMENTS
Notes:
[a] Source: City of Seal Beach Municipal Code Chapter 11.4.20.015.A.2
Required Parking — Main Street Specific Plan District.
[b] Source: City of Seal Beach Municipal Code Chapter 11.4.20.015.A.1
Required Parking for "small -scale (20,000 SF or less) gyms and fitness studios ".
[c] Common areas are presumed to be parked at the same rate as retaiVcommercial uses.
City of Seal Beach
Spaces
Project Component
Size
Code Ratio
Required
Dessert Shop
999 SF
1 space per 500 SF [a]
2
Retail
2,915 SF
I space per 500 SF [a]
6
Office, no customer services
5,593 SF
1 space per 500 SF [a]
1 I
Dojo
1,600 SF
I space per 300 SF [b]
5
Common Areas
3,893 SF
1 space per 500 SF [c]
8
TOTAL:
15,000 SF
32
Total Off - Street Parking Supply
30
Code -Based Parking Surplus or (Deficiency)
(2)
On- Street Parking along Project Frontage
7
(i.e., parking contingency to support nearby uses, including the project)
Notes:
[a] Source: City of Seal Beach Municipal Code Chapter 11.4.20.015.A.2
Required Parking — Main Street Specific Plan District.
[b] Source: City of Seal Beach Municipal Code Chapter 11.4.20.015.A.1
Required Parking for "small -scale (20,000 SF or less) gyms and fitness studios ".
[c] Common areas are presumed to be parked at the same rate as retaiVcommercial uses.
ATTACHMENT 2
Site Plan and Floor Plan
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ATTACHMENT 3
Martial Arts Dojo Business Plan
d t® m o R o a
KIDS JIU -JITSU I SEAL BEACH, CA
350 Main Street, Suite D, Seal Beach, CA 90740
Tel: (562) 761 -6876 1 Email: dojoleovieira @gmail.com
To the Entire Seal Beach Community and Residents,
Dojo By Leo Vieira, LLC wants to introduce the great martial art of jiu jitsu to the
children of Old Town Seal Beach. It will be a huge benefit to the children of Old Town
by promoting physical fitness, self esteem, self defense and a healthy lifestyle. There is
no other type of business in Old Town that provides this type of positive impact.
Our class schedule avoids generating traffic during peak hours. Classes will be scheduled
from 2:00 p.m. - 3:00 p.m., 3:00 p.m. — 4:00 p.m., and 4:00 p.m. — 5:00 p.m. for younger
children, and 7:00 p.m. — 8:00 p.m. for teens.
In addition, parents of students will be encouraged to have their children walk or ride
bicycles to class, with financial incentives and discounts for doing so, in order to enhance
healthy lifestyles, and minimize negative environmental and traffic impacts.
Those children who are unable to walk or ride bicycles to class will also have the option
of transport to and from class in a van owned by Dojo By Leo Vieira, LLC that can carry
up to fifteen students, which is the maximum number that can be enrolled in any of the
j iu j itsu classes.
Dojo By Leo Vieira, LLC will become part of and promote and preserve the fabric,
culture, and small town charm and appeal of Old Town and Main Street. After all, it is
precisely because of these qualities that its owners themselves live in and cherish this
community.
With Gratitude,
Ar iris Teorgoults
Frank Phung
Leo Vieira
ATTACHMENT 4
Traffic Impact Analysis,
Revised September 14, 2016,
Original Date April 30, 2016
TRAFFIC IMPACT ANALYSIS REPORT
MAIN & PCH MIXED -USE CENTER PROJECT
Seal Beach, California
Revised September 14, 2016
(Original Date: April 30, 2013)
Prepared for.
MAIN & PCH, LLC
C/O BAY CITY PARTNERS
627 BAYSIDE DRIVE
NEWPORT BEACH, CA 92660
AND
CITY OF SEAL BEACH
2118TH STREET
SEAL BEACH, CALIFORNIA 90740
S.
LLG Ref. 2.13.3368.1
14 Z�Z m
No. 78943 z
Exp3/31/18 7F
CIVIL
OF CAL
Prepared by. Under the Supervision of
Shane S. Green, P.E. Richard E. Barretto, P.E.
Transportation Engineer III Principal
i r No. 2006 O
tLrscatr, Law &
Greenspan, Engineers
2 Eaecuave Circle
suite 250
Irvine, CA 92614
949.825:6175 e
4196b.617J r
wo- Ilg engineers. cam
TABLE OF CONTENTS
SECTION PAGE
Executive Summary
vi
1.O Introduction .................................................................................................. ............................... 1
1.1 Study Area ................................................................................................. ............................... 2
2.0 Project Description
2.1 Site Access.......
M
3
3.0 Existing Conditions ...................................................................................... ............................... 4
3.1 Existing Street System ............................................................................... ............................... 4
3.2 Existing Traffic Volumes ........................................................................... ............................... 5
3.3 Existing Intersection Conditions ................................................................ ............................... 5
3.3.1 Intersection Capacity Utilization (ICU) Method of Analysis ............ ............................... 5
3.3.2 Highway Capacity Manual (HCM) Method ofAnalysis (Unsignalized Intersections) .... 7
3.4 Existing Level of Service Results .............................................................. ............................... 7
4.0 Traffic Forecasting Methodology ............................................................. ...............................
10
5.0 Project Traffic Characteristics ................................................................. ...............................
11
5.1 Project Traffic Generation ....................................................................... ...............................
11
5.2 Project Traffic Distribution and Assignment ........................................... ...............................
15
5.3 Existing Plus Project Traffic Conditions ................................................. ...............................
15
6.0 Future Traffic Conditions ......................................................................... ...............................
16
6.1 Ambient Traffic Growth .......................................................................... ...............................
16
6.2 Cumulative Projects Description and Location ....................................... ...............................
16
6.3 Cumulative Projects Trip Generation and Assignment ........................... ...............................
16
6.4 Year 2016 Cumulative Traffic Volumes .................................................. ...............................
16
7.0 Traffic Impact Analysis Methodology ..................................................... ...............................
19
7.1 Impact Criteria and thresholds ................................................................. ...............................
19
7.2 Traffic Impact Analysis Scenarios ........................................................... ...............................
19
8.0 Peak Hour Intersection Capacity Analysis .............................................. ...............................
21
8.1 Existing Plus Project Analysis ................................................................. ...............................
21
8.1.1 Existing Plus Project Traffic Conditions ......................................... ...............................
21
8.2 Year 2016 Traffic Conditions .................................................................. ...............................
23
8.2.1 Year 2016 Cumulative Traffic Condit ions ....................................... ...............................
23
8.2.2 Year 2016 Cumulative Plus Project Traffic Condit ions .................. ...............................
23
LINSCou, LAw & GREENSPAN, engineers j LLG Ret 2 -13 -3368
Main & PCH Mixed -Use Center Project, Seal Beach
N 03000133368- Mein &PCHMixed -Use Cancer, Seal OearLTea nU368 Man &Kit Mixed- Use Center TIA9- Ii16.doc
TABLE OF CONTENTS
SECTION PAGE
9.0 State of California (Caltrans) Methodology
25
9.1 Highway Capacity Manual (HCM) Method of Analysis (Signalized Intersections) .............. 25
9.2 Existing Plus Project Traffic Conditions ................................................. ............................... 27
9.2.1 Existing Traffic Conditions .............................................................. ............................... 27
9.2.2 Existing Plus Project Traffic Condit ions ......................................... ............................... 27
9.3 Year 2016 Traffic Conditions .................................................................. ............................... 29
9.3.1 Year 2016 Cumulative Traffic Conditions ....................................... ............................... 29
9.3.2 Year 2016 Cumulative Plus Project Traffic Conditions .................. ............................... 29
10.0 Site Access and Internal Circulation Evaluation .................................... ............................... 31
10.1 Site Access Evaluation ......................................................................... ............................... 31
10.2 Internal Circulation Evaluation ............................................................ ............................... 31
11.0 City Code Parking Analysis ...................................................................... ............................... 32
11.1 Main Street Angled Parking Spaces .................................................... ............................... 32
12.0 Project Specific Improvements ................................................................... .............................35
13.0 Congestion Management Program (CMP) Compliance Assessment .... ............................... 36
LINSCOU, LAw 8 GREENSPAN, engineers N LLG Ret: 2 -13 -3368
Main & PCH Mixed -Use Center Project, Seal Beach
N 1330012133368. M.. & PCH Mixeu -0se Co, ,Seal Be cbRepartW&8 Mvn & PCH.Mixe -Use Ccnmr r1A 9- 1i -16.d c
APPENDICES
APPENDIX
A. Traffic Study Scope of Work
B. Existing Traffic Count Data
C. Intersection Level of Service Calculation
D. Caltrans Intersection Level of Service Calculation Worksheets
LINseoTT, Lnw & GREENSPAN, engineers III LLG Ref 2 -13 -3368
Main & PCH Mixed -Use Center Project, Scal Reach
N %3300v 133]08- Man&PCH Mixed- Use Cent, Seel 6eaehR_Wp 0368Mein &PCHMixed -HSe Ci,d,T1A e- I+16.doe
LINSCOTT, LAw & GREENSPAN, engineers iv LLG Ref. 2 -13 -3368
Main & PCH Mixed -Use Center Project, Seal Beach
A:'3300 @133368 - M.. & PCH Mlmd -Use Center, Seal Beach4tmon0368 Hain & PCH .Mixc -Gee Center TIA 214 -16. doc
LIST OF FIGURES
SECTION— FIGURE #
FOLLOWING PAGE
1 -1
Vicinity Map .......................................................................................... ..............................2
2 -1
Existing Aerial Site Photograph ........................................................... ..............................3
2 -2
Proposed Site Plan — I I Floor Layout .................................................. ..............................3
2 -3
Proposed Site Plan -2nd Floor Layout ................................................. ..............................3
3 -1
Existing Roadway Conditions and Intersection Controls ................. ..............................5
3 -2
Existing AM Peak Hour Traffic Volumes ......................................... ..............................5
3 -3
Existing PM Peak Hour Traffic Volumes .......................................... ..............................5
5 -1
Prior Gas Station Distribution Pattern ............................................ ...............................
15
5 -2
Project Distribution Pattern ............................................................. ...............................
15
5 -3
AM Peak Hour Project Traffic Volumes ........................................ ...............................
15
5-4
PM Peak Hour Project Traffic Volumes ........................................ ...............................
15
5 -5
Existing Plus Project AM Peak Hour Traffic Volumes ................. ...............................
15
5-6
Existing Plus Project PM Peak Hour Traffic Volumes .................. ...............................
15
6-1
Location of Cumulative Projects ..................................................... ...............................
17
6-2
AM Peak Hour Cumulative Projects Traffic Volumes .................... ...............................
18
6-3
PM Peak Hour Cumulative Projects Traffic Volumes .................... ...............................
18
6-4
Year 2016 Cumulative AM Peak Hour Traffic Volumes ............. ...............................
18
6-5
Year 2016 Cumulative PM Peak Hour Traffic Volumes .............. ...............................
18
6-6
Year 2016 Cumulative Plus Project AM Peak Hour Traffic Volumes ......................
18
6-7
Year 2016 Cumulative Plus Project PM Peak Hour Traffic Volumes .......................
18
10 -1
Passenger Vehicle U -Tum Assessment.. .........................................................................
31
10 -2
Passenger Vehicle Circulation Assessment ..................................... ...............................
31
11-1
Conceptual On- Street Parking Layout ............................................. ...............................
34
LINSCOTT, LAw & GREENSPAN, engineers iv LLG Ref. 2 -13 -3368
Main & PCH Mixed -Use Center Project, Seal Beach
A:'3300 @133368 - M.. & PCH Mlmd -Use Center, Seal Beach4tmon0368 Hain & PCH .Mixc -Gee Center TIA 214 -16. doc
LIST OF TABLES
SECTION —TABLE # PAGE
3 -1 Level of Service Criteria for Signalized Intersections (ICU Methodology ) .....................6
3 -2 Level of Service Criteria for Unsignalized Intersections (HCM Methodology) ..............8
3 -3 Existing Peak Hour Levels of Service .................................................. ..............................9
5 -1 Project Traffic Generation Rates ...................................................... ............................... 12
5 -2 Project Traffic Generation Forecast ................................................. ............................... 13
5 -3 Project Alternative Traffic Generation Forecast .............................. ............................... 14
6-1
Location and Description of Related Projects .................................. ...............................
17
6-2
Related Projects Tragic Generation Forecast .................................. ...............................
18
7 -1
City of Seal Beach Intersection Impact Threshold Criteria ............. ...............................
20
8-1
Existing Plus Project Peak Hour Intersection Capacity Analysis ... ...............................
22
8-2
Year 2016 Cumulative Plus Project Peak Hour Intersection Capacity Analysis ..........
24
9-1
Level of Service Criteria for Signalized Intersections (HCM Methodology) ...............
26
9-2
Existing Plus Project Peak Hour Intersection Capacity Analysis — Caltrans ................
28
9-3
Year 2016 Peak Hour Intersection Capacity Analysis — Caltnans ... ...............................
30
11 -1
City Code Parking Requirement (Retail Only) ................................ ...............................
33
11 -2
City Code Parking Requirement (Retail Plus Office) ...................... ...............................
34
LINSCO7, LAW & GREENSPAN, engineers v LLG Ref. 2 -13 -3368
Main & PCH Mixed -Use Center Project, Seal Reach
Sa33004I W68 M..& PCH M.1ed- Use Center. Seal BeachU eponOW Main & PCH Mixesi Use CelltarTIA 9 -14-16 Joc
EXECUTIVE SUMMARY
MAIN & PCH MIXED -USE CENTER PROJECT
Seal Beach, California
Revised September 14, 2016
(Original Date: April 30, 2013)
Study Background — The original traffic impact analysis report was previously completed on
April 30, 2013. This report updates that study to address City comments. An Addendum (a
separate letter report), dated September 13, 2016, has also been prepared to evaluate the trip
generation and parking implications of a refined project description, which includes the addition
ofjiujitsu studio (i.e., Dojo) to the Project.
• Project Description and Location — The project site is a 0.40± acre rectangular shaped parcel of
land located at 350 Main Street, on the southeast corner of Main Street and Pacific Coast
Highway in the City of Seal Beach, California. The project site is currently vacant, however the
subject property was previously developed with a Chevron service station that had eight (8)
vehicle fueling positions and four (4) service bays. The proposed Project includes the
development of a two story 15,000 square -foot (SF) building. Based on information provided by
the project applicant, Main & PCH, LLC, the Project's mix of uses will include a 556 SF of
coffee shop, 11,882 SF of retail use and 2,562 SF of office use or 14,444 SF of retail- oriented
uses to include artist, photographer and sculptor studios. Parking for the Project will be provided
via a 30 -space parking structure. The proposed Project is expected to be completed by Year
2016.
Study Scope — The following six (6) key study intersections have been identified for evaluation
under Existing Traffic Conditions, Existing Plus Project Traffic Conditions, Year 2016 Without
and With Project Traffic Conditions:
Key Study Intersections
I . Pacific Coast Highway at I` Street
2. Main St/Bolsa Ave at Pacific Coast Highway
3. 12' Street/Balboa Drive at Pacific Coast Highway
4. Seal Beach Boulevard at Pacific Coast Highway
5. Main Street /Bolsa Avenue at Electric Avenue
6. Seal Beach Boulevard at Bolsa Avenue
Existing Traffic Conditions — All six (6) key study intersections currently operate at LOS D or
better during the AM and PM peak hours.
Lwscorr, LAw & GREENSPAN, engineers vi LLG Ref. 2 -13 -3368
Main & PCH Mixed -Use Center Project, Seal Beach
N %3IDO¢G]i68 - Mwe &["I Mixed Else Center, Seal Beuh&ep9v0368 Mvn A, PCH Nixed -U Came, TIA 944 -16 ri
• Project Trip Generation — On a typical weekday, the proposed Project is expected to generate
762 daily trips, with 43 trips (23 inbound, 20 outbound) produced in the AM peak hour and 48
trips (23 inbound, 25 outbound) produced in the PM peak hour.
• Related Projects Trip Generation — Two (2) related projects were considered in the cumulative
traffic setting. On a typical weekday, the two (2) related projects are expected to generate 823
daily trips, with 58 trips (21 inbound and 37 outbound) forecast during the AM peak hour and 75
trips (41 inbound and 34 outbound) forecast during the PM peak hour.
Existing Plus Project Traffic Conditions — The results of the "Existing Plus Project' analysis
indicates that the proposed Project will not significantly impact any of the six (6) key study
intersections, when compared to the LOS standards and significant impact criteria specified in
this report. The six (6) key study intersections are forecast to operate at LOS D or better with the
addition of Project generated traffic to existing traffic.
Year 2016 Cumulative Plus Project Traffic Conditions — The results of the "Year 2016
Cumulative Plus Project' analysis indicates that the proposed Project will not significantly
impact any of the six (6) key study intersections, when compared to the LOS standards and
significant impact criteria specified in this report. The six (6) key study intersections are forecast
to continue to operate at LOS D or better with the addition of project generated traffic in the
Year 2016.
State of California (Caltrans) Methodology — The results of the "Existing Plus Project', "Year
2016 Cumulative Plus Project' traffic analyses using the State of California (Caltrans)
Methodology indicates that traffic associated with the proposed Project will not significantly
impact any of the six (6) key study intersections.
Site Access and Internal Circulation Evaluation — Access to the site is provided via an existing
alley way which has right -turn in /out only access along Pacific Coast Highway and also connects
to another alley way which is a one -way (eastbound only) alley that has access to Main Street
and 10`h Street. The on -site circulation layout of the proposed Project is expected to be adequate
on an overall basis. It should be noted that U -turns are currently restricted along Pacific Coast
Highway. However, if U -turns were permitted this would allow for a more direct route to the
site.
Project Specific Improvements — The following improvements are recommended in conjunction
with development of the proposed Project to enhance site access /circulation and provide
additional parking along Main Street for the general public, inclusive of customers of the
proposed mixed -use building.
❑ Main Street /Bolsa Avenue at Pacific Coast Highway: Subject to the review and
approval of Caltrans and /or the City of Seal Beach, modify existing traffic signal
accordingly to allow U -turn movements from the westbound left-turn lane on Pacific
LINscoT , LAW $ GREENSPAN, engineers VII LLG Ref 2 -13 -3368
Main & PCH Mixed -Use Center Project, Seal Beach
Vila Wi3133368 - Main & PCH Mixed Use C-d erSeel PeachUtepone3368 Main & PCH Mixed Use CenterTiA 9 -ir-16 doe
Coast Highway. The removal of the current U -turn restriction will require the
replacement of a mast arm mount sign and installation of a minimum of 25 feet of red
curb on Pacific Coast Highway.
Additionally, restripe northbound Main Street and provide additional angled on- street
parking spaces via the removal of the existing northbound right -turn lane on Main Street
at Pacific Coast Highway. Up to 12 additional angled spaces on- street can be provided by
this recommended enhancement, of which 7 are located along Project frontage and 5 are
located along the Bay Theatre frontage.
City Code Parking Analysis — Direct application of the City's code to the proposed Project
results in a total parking requirement of 30 spaces. When compared against the proposed off -
street parking supply of 30 spaces, the Project satisfies the City's parking requirements.
CMP Assessment — The proposed Project does not meet the criteria required for a CMP traffic
analysis. Therefore, it is concluded that the proposed Project will not have any significant traffic
impacts on the Congestion Management Program Highway System of Orange County.
UNxoTr, LAw & GREENSPAN, engineers VIII LLG Ref 2 -13 -3368
Main & PCI I Mixed -Use Center Project, Seal Beach
5- 133 00421333 68 - Mein & PCH Mixed- Ore Center. Seal eeadtateporr 968 Muir & K14 MixW Use Center TLA 9 -I+ -16 doc
TRAFFIC IMPACT ANALYSIS REPORT
MAIN & PCH MIXED -USE CENTER PROJECT
Seal Beach, California
Revised September 14, 2016
(Original Date: April 30, 2013)
1.0 INTRODUCTION
The original traffic impact analysis report was previously completed on April 30, 2013. This report
updates that study to address City comments. An Addendum (a separate letter report), dated
September 13, 2016, has also been prepared to evaluate the trip generation and parking implications
of a refined project description, which includes the addition of jiu jitsu studio (i.e., Dojo) to the
Project.
This traffic impact analysis addresses the potential traffic impacts and circulation needs associated
with the proposed Main & PCH Mixed -Use Center Project (hereinafter referred to as Project) in the
City of Seal Beach, California. The proposed Project includes the development of a new mixed -use
center consisting of a two- story 15,000 square -foot (SF) building with a 30 -space parking garage on
a 0.40+ acre rectangular shaped parcel of land that was formerly occupied by a gasoline service
station.
This report documents the findings and recommendations of a traffic impact analysis conducted by
Linscott, Law & Greenspan, Engineers (LLG) to determine the potential impacts associated with the
proposed Project. The traffic analysis evaluates the existing operating conditions at six (6) key study
intersections within the project vicinity, estimates the trip generation potential of the Project, and
forecasts future operating conditions without and with the proposed Project. Where necessary,
intersection improvements /mitigation measures are identified.
This traffic report satisfies the City of Seal Beach Traffic Impact Study Guidelines, dated March
2010 and is consistent with the requirements and procedures outlined in the most current Congestion
Management Program (CMP) for Orange County. The Scope of Work for this traffic study, which
is included in Appendix A, was developed in conjunction with City of Seal Beach Public Works
Department staff.
The project site has been visited and an inventory of adjacent area roadways and intersections was
performed. Existing peak hour traffic information has been collected at six (6) key study
intersections for use in the preparation of level of service calculations. Information concerning
cumulative projects (planned and /or approved) in the vicinity of the project has been researched at
the City of Seal Beach and City of Long Beach. Based on our research, there are two (2) related
projects located in the City of Seal Beach and no related project located in the City of Long Beach
within close proximity to the site. The two (2) related projects were considered in the cumulative
traffic analysis for this project.
LlNscoTr, Lnw & GREENSPAN, engineers 1 LLG Ref. 2 -13 -3368
Main & PCI I Mixed -Use Center Project, Seal Beach
.[:\3300\2133366 - Man & PCH Mixed Use Cemer, Seal OeachUtepor W69 Man & ICH Mixed Use Cement\ 9 -H -16. dos
This traffic report analyzes existing and future weekday daily, AM peak hour and PM peak hour
traffic conditions for a near -term (Year 2016) traffic setting upon completion of the proposed
Project. Peak hour traffic forecasts for the near -term horizon years have been projected by
increasing existing traffic volumes by an annual growth rate of one percent (1.0 %) per year and
adding traffic volumes generated by two related projects.
1.1 Study Area
The six (6) key study intersections selected for evaluation in this report provide both regional and
local access to the study area. They consist of the following:
Key Study Intersections
I. Pacific Coast Highway at I" Street
2. Main St/Bolsa Ave at Pacific Coast Highway
3. 12`h Street/Balboa Drive at Pacific Coast Highway
4. Seal Beach Boulevard at Pacific Coast Highway
5. Main Street / Bolsa Avenue at Electric Avenue
6. Seal Beach Boulevard at Bolsa Avenue
Figure 1 -1 presents a Vicinity Map, which illustrates the general location of the Project and depicts
the study locations and surrounding street system. The Volume- Capacity (V /C) and Level of
Service (LOS) investigations at these key locations were used to evaluate the potential traffic- related
impacts associated with area growth, cumulative projects and the proposed Project. When
necessary, this report recommends intersection improvements that may be required to accommodate
future traffic volumes and restore /maintain an acceptable Level of Service, and/or mitigates the
impact of the project.
Included in this Traffic Impact Analysis are:
• Existing traffic counts,
Estimated project traffic generation /distribution /assignment,
Estimated cumulative project traffic generation /distribution /assignment,
AM and PM peak hour capacity analyses for existing conditions,
AM and PM peak hour capacity analyses for existing plus project conditions,
AM and PM peak hour capacity analyses for future near -term (Year 2016) traffic conditions
without and with the proposed Project,
Caltrans Evaluation,
• Recommended Improvements,
Site Access Evaluation, and
Parking Evaluation.
LINscou, Lnw & GREENSPAN, engineers 2 LLG Ref. 2 -13 -3368
Main & PCFI Mixed -Use Center Project, Seal Beach
.N \33 W 13U336B -,Main & PCH..Mixed -Use Conte, Seal BeachIR,onV369 Main & PCH Nixed -Um Cemee TIA 9.Io -16 doc
® - STUDY INTERSECTION FIGURE 1-1
° PROJECT SITE
NO SCALE
VICINITY MAP
MAIN & PCH MIXED-USE CENTER, SEAL BEACH
2.0 PROJECT DESCRIPTION
The project site is located at 350 Main Street which is on the southeast corner of Main Street and
Pacific Coast Highway in the City of Seal Beach, California. The project site is currently vacant,
however the subject property was previously developed with a Chevron service station that had eight
(8) vehicle fueling positions and four (4) service bays. Figure 2 -1 presents an aerial depiction of the
existing Project site as developed with the former gas station.
Figures 2 -2 and 2 -3 present the proposed first floor and second floor layouts /site plan for the
proposed Project, respectively, as conceptually approved by the City of Seal Beach in December
2012. Review of the proposed site plan indicates the proposed Project includes the development of
two, two -story buildings with a total floor area of 15,000 square -feet (SF).
Based on information provided by the project applicant, Main & PCH, LLC, the Project's potential
mix of uses will include a 556 SF of coffee shop and 14,444 SF of retail /commercial uses consisting
of 11,882 SF of retail use and /or 2,562 SF of office uses to include artist, photographer and sculptor
studios. Parking for the Project will be provided via a 30 -space parking structure. The proposed
Project is expected to be constructed and occupied in a couple of phases by the Year 2016.
2.1 Site Access
Access to the subject property was previously provided by two sets of driveways located on Main
Street and Pacific Coast Highway. As a part of the site development, the existing driveways will be
closed and replaced with continuous sidewalk along the site frontage to enhance pedestrian
connectivity. Vehicular access to the Project's parking garage will be provided via an existing north -
south alley way on Pacific Coast Highway that borders the property on the east and another alley
way which is a one -way (eastbound only) alley that connects to Main Street and I Otl' Street.
UNscor , lAw & GREENSPAN, engineers 3 LLG Rcf. 2 -13 -3368
Main & PCH Mixed -Use Center Project, Seal Beach
S\3 Wc133368 -Man & PCH Mixed Use Center, Seal 9eaxhlRcpo W68 Majil & ICH Ml,e Use Center 11A 9 -14-16 doe
SOURCE: BING
_ KEY FIGURE 2 -1
'T E: ] = PROJECT SITE
1, NO SCALE
EXISTING AERIAL SITE PHOTOGRAPH
MAIN & PCH MIXED -USE CENTER, SEAL BEACH
Alley
19
7
7.7
&
vi
Main Street
SOURCE MAIN AND PCH _LC
Q). SCALE FIGURE 2-2
PROPOSED SITE PLAN- 1ST FLOOR LAYOUT
MAIN & PCH MIXED—USE CENTER, SEAL BEACH
Alley
Ot
-r-T
7—fal
-'T
ZZ.
fff
Main 51reet
SOURCE MAIN AND PCH _LC
Q). SCALE FIGURE 2-3
PROPOSED SITE PLAN- 2ND FLOOR LAYOUT
MAIN & PCH MIXED—USE CENTER, SEAL BEACH
3.0 EXISTING CONDITIONS
3.1 Existing Street System
The principal local network of streets serving the proposed Project includes Pacific Coast Highway,
I't Street, Main Street, and Seal Beach Boulevard. The following discussion provides a brief
synopsis of these key area streets. The descriptions are based on an inventory of existing roadway
conditions.
Pacific Coast Highway is a four -lane, divided roadway generally oriented in the east -west direction.
Pacific Coast Highway borders the project site to the North. Pacific Coast Highway will provide
access to the site via one right -turn in /right -turn out only at the alley way. On- street parking is not
permitted along this roadway in the vicinity of the project, except along the south side of the street
east of Main Street/Bolsa Avenue. The posted speed limit on Pacific Coast Highway is 40 miles per
hour (mph). Traffic signals control the study intersections of Pacific Coast Highway at I" Street,
Main Street/Bolsa Avenue, 12th Street/Balboa Drive, and Seal Beach Boulevard. Pacific Coast
Highway is classified as a Primary Arterial (100 -foot right -of -way) in the City of Seal Beach
Circulation Element.
Is` Street is a four -lane, divided roadway oriented in the north -south direction. On- street parking is
permitted on Ist Street in the vicinity of the project. The posted speed limit on Ist Street is 40 mph.
I" Street is classified as a Primary Arterial (100 -foot right -of -way) north of Marina Drive and a
Secondary Arterial (80 -foot right -of -way) south of Marina Drive in the City of Seal Beach
Circulation Element.
Main StreetBolsa Avenue is generally a two -lane roadway that borders the project site to the west.
Bolsa Avenue is to the north of Pacific Coast Highway while Main Street is to the south of Pacific
Coast Highway. On- street parking is permitted on Main Street south of Pacific Coast Highway.
However, on- street parking is not permitted on Bolsa Avenue north of Pacific Coast Highway. The
posted speed limit on Main Street is 25 mph south of Pacific Coast Highway while Bolsa Avenue
has a posted speed limit of 30 mph north of Pacific Coast Highway. A traffic signal controls the
study intersections of Bolsa Avenue at Seal Beach Boulevard, while an all -way stop controls the
study intersection of Main Street at Electric Avenue. Main Street/Bolsa Avenue is classified as a
Secondary Arterial (80 -foot right -of -way) in the City of Seal Beach Circulation Element.
Seal Beach Boulevard is a two -lane roadway south of Pacific Coast Highway and a four -lane
roadway north of Pacific Coast Highway. On- street parking is permitted on Seal Beach Boulevard
south of Pacific Coast Highway. However, on- street parking is not permitted on Seal Beach
Boulevard north of Pacific Coast Highway. The posted speed limit on Seal Beach Boulevard is 35
mph south of Pacific Coast Highway while Seal Beach Boulevard has a posted speed limit of 50
mph north of Pacific Coast Highway. Seal Beach Boulevard is classified as a Major (120 -foot right -
of -way) north of Pacific Coast Highway and a Primary Arterial (100 -foot right -of -way) south of
Pacific Coast Highway in the City of Seal Beach Circulation Element.
LINS=, LAw $ GREENSPAN, ongineers 4 LLG Ref. 2 -13 -3368
Main & PCH Mixed -Use Center Project, Seal Beach
503 3000 133 368 Main & PCH Miz d -Ilse Cent , Seal oeachlRepon0368 Man & PCH Mlcea -Use Centu I'IA o -In -16 doc
Figure 3 -1 presents an inventory of the existing roadway conditions for the arterials and
intersections evaluated in this report. This figure identifies the number of travel lanes for key
arterials, as well as intersection configurations and controls for the key area study intersections
3.2 Existing Traffic Volumes
Six (6) key study intersections have been identified as the locations at which to evaluate existing and
future traffic operating conditions. Some portion of potential project- related traffic will pass through
each of these intersections, and their analysis will reveal the expected relative impacts of the project.
These key locations were selected for evaluation based on discussions with City of Seal Beach staff
and in consideration of the City's traffic study guidelines.
Existing AM peak hour and PM peak hour traffic volumes for the six (6) key study intersections
were obtained from traffic counts conducted by Transportation Studies Inc. in March and April of
2013. Figures 3 -2 and 3 -3 illustrate the existing AM and PM peak hour traffic volumes at the six
(6) key study intersections evaluated in this report, respectively. Appendix B contains the peak
period count sheets for the locations evaluated in this report.
3.3 Existing Intersection Conditions
Existing AM and PM peak hour operating conditions for the six (6) key study intersections were
evaluated using the Intersection Capacity Utilization (ICU) methodology for signalized intersections
and the methodology outlined in Chapter 17 of the Highway Capacity Manual 2000 (HCM2000) for
unsignalized intersections.
3.3.1 Intersection Capacity Utilization (ICU) Method of Analysis
In conformance with City of Seal Beach requirements, existing AM and PM peak hour operating
conditions for the key signalized study intersections were evaluated using the Intersection Capacity
Utilization (ICU) method. The ICU technique is intended for signalized intersection analysis and
estimates the volume to capacity (V /C) relationship for an intersection based on the individual V/C
ratios for key conflicting traffic movements. The ICU numerical value represents the percent signal
(green) time, and thus capacity, required by existing and /or future traffic. It should be noted that the
ICU methodology assumes uniform traffic distribution per intersection approach lane and optimal
signal timing.
Per City of Seal Beach requirements, the ICU calculations use a lane capacity of 1,600 vehicles per
hour (vph) for left -turn lanes and shared lanes, and a through lane and right -turn lane capacity of
1,700 vph. Per City of Seal Beach requirements, a clearance adjustment factor of 0.10 was added to
each Level of Service calculation.
The ICU value translates to a Level of Service (LOS) estimate, which is a relative measure of the
intersection performance. The ICU value is the sum of the critical volume to capacity ratios at an
intersection; it is not intended to be indicative of the LOS of each of the individual turning
movements. The six qualitative categories of Level of Service have been defined along with the
corresponding ICU value range and are shown in Table 3 -1.
LINscou, LAw & GREENSPAN, engineers rj LI.G Net 2 -13 -3368
Main & PCH Mixed -Use Center Project, Seal Beach
N 13 30O 133368- Mein &PCHMixed -Uce Center, Srz BexehlReport0368 Mein &PCHNixed -U,e Center i IA a- 1a -16doe
= APPROACH LANE ASSIGNMENT
• = TRAFFIC SIGNAL.+ = STOP SIGN
P = PARKING. NP = NO PARKING
N NO SCALE U = UNDIVIDED. D = DIMDED
2 = NUMBER OF TRAVEL LANES
(XX)- POSTED SPEED LIMIT (MPH)
[:_�] = PROJECT SITE
FIGURE 3 -1
EXISTING ROADWAY CONDITIONS
AND INTERSECTION CONTROLS
MAIN & RICH MIXED -USE CENTER, SEAL BEACH
} S
�Ir - \
z110 I \ °h /,7
I o��^Sz I BOLSA AVE /
9 e e
Ll
~ C
Y
�P lJ�9�( ryJTJ x
Ps
R
KEY N FIGURE 3 -2
N O SCALE PROJECT SITE
EXISTING AM PEAK HOUR TRAFFIC VOLUMES
lz m MAIN & PCH MIXED -USE CENTER, SEAL BEACH
S �
" � S
m %
(
I l \
sti% 1
� J L
23
BOLSA / AVE
146 2
291 „' a
�y
L C e
O
2 ! zs
1P JS�9J\ �J )51� X
h
P
r KEY FIGURE 3 -3
L:=
N NO SCALE PROJECT SITE
EXISTING PM PEAK HOUR TRAFFIC VOLUMES
MAIN & PCH MIXED —USE CENTER, SEAL BEACH
TABLE 3.1
LEVEL OF SERVICE CRITERIA FOR SIGNALIZED INTERSECTIONS (ICU METHODOLOGY)
Level of Service
(LOS)
Intersection Capacity
Utilization Value (V /C)
Level of Service Description
EXCELLENT. No vehicle waits longer
A
0.00-0.60
than one red light, and no approach phase is
fully used.
VERY GOOD. An occasional approach
B
0.61 —0.70
phase is fully utilized; many drivers begin
to feel somewhat restricted within groups
of vehicles.
GOOD. Occasionally drivers may have to
C
0.71 —0.80
wait through more than one red light;
backups may develop behind turning
vehicles.
FAIR. Delays may be substantial during
portions of the rush hours, but enough
D
0.81-0.90
lower volume periods occur to permit
clearing of developing lines, preventing
excessive backups.
POOR. Represents the most vehicles
E
0.91 —1.00
intersection approaches can accommodate;
may be long lines of waiting vehicles
through several signal cycles.
FAILURE. Backups from nearby locations
or on cross streets may restrict or prevent
F
> 101
movement of vehicles out of the
intersection approaches. Potentially very
long delays with continuously increasing
queue lengths.
LINSCOTr, LAw & GREENSPAN, engineers 6 LLG Re(. 2 -I3 -3368
Main & PCH Mixed -Use Center Project, Seal Beach
9'.G3 Wt2133368 - Mvn & Kit Mi.ed Use Center. Seal neadOHexrsoi 68 Man & ICII Mixon Use Center I [A 9 -14 16 dac
3.3.2 Highway Capacity Manual (HCM) Method of Analysis ( Unsignalized Intersections)
The 2000 HCM unsignalized methodology for stop - controlled intersections was utilized for the
analysis of the unsignalized intersections. This methodology estimates the average control delay for
each of the subject movements and determines the level of service for each movement. For all -way
stop controlled intersections, the overall average control delay is measured in seconds per vehicle,
and level of service is then calculated for the entire intersection. For one -way and two -way stop -
controlled (minor street stop - controlled) intersections, this methodology estimates the worst side
street delay, measured in seconds per vehicle and determines the level of service for that approach.
The HCM control delay value translates to a Level of Service (LOS) estimate, which is a relative
measure of the intersection performance. The six qualitative categories of Level of Service have
been defined along with the corresponding HCM control delay value range, as shown in Table 3 -1.
3.4 Existing Level of Service Results
Table 3 -3 summarizes the existing peak hour service level calculations for the six (6) key study
intersections based on existing traffic volumes and current street geometry. Review of Table 3 -3
indicates that all six (6) key study intersections currently operate at LOS D or better during the AM
and PM peak hours.
Appendix C contains the ICU /LOS and FICM /LOS calculation worksheets for the six (6) key study
intersections for the AM peak hour and PM peak hour.
LINS=, Low 8 GREENSPAN, engineers 7 LLG Ref. 2 -13 -3368
Main 8 PCH Mixed -Use Center Project, Seal Beach
N.U300L 1333Ge - Man g VCII Nixvd ISe Cemcq Sevl eeach�Ne0onB36H Mwn & 1'CI{ Niced USe Ccnmr TlA 0 -1a -16 doc
TABLE 3 -2
LEVEL OF SERVICE CRITERIA FOR UNSIGNALIZED INTERSECTIONS (HCM METHODOLOGY)[
Level of Service
(LOS)
Highway Capacity Manual
Delay Value (see/veh)
Level of Service Description
A
< 10.0
Little or no delay
B
> 10.0 and < 15.0
Short traffic delays
C
> 15.0 and <25.0
Average traffic delays
D
> 25.0 and < 35.0
Long traffic delays
E
> 35.0 and <_ 50.0
Very long traffic delays
F
> 50.0
Severe congestion
I Source: Higimav Capacity Manual 2000, Chapter 17 (Unsignahzed Intersections).
LINSCOTT, Low & GREENSPAN, engineers 8 LLG Ret: 2 -13 -3368
Main & PCH Mixed -Use Center Project, Seal Beach
S.U300HI+J36tl -Mwn &PCH Mixed -Use Cere, Seal Ik h�Re,,MU368 Nlvn &PCH Mired- Use('enter I 1 4.1�16d
TABLE 3 -3
EXISTING PEAK HOUR LEVELS OF SERVICE
L1NScoT r LAw & GREENSPAN, engineers 9 LLG Ref 2 -13 -3368
Main & PCH Mixed -Use Center Project, Seal Beach
st 1330P? 133368. Mvn & PCH Mixed Use Center Seal Bvch1Repon0368 .Main & PCH Mixed -Use Center TIA 9.1446 doe
(1)
Existing
Time
Control
Traffic Conditions
ICU /HCM
I LOS
Key Intersection
Jurisdiction
Period
Type
Pacific Coast Highway at
I.
City of Seal Beach/
AM
60 Traffic
0.668
B
1st Street
Caltrans
PM
Signal
0.807
D
Main SUBolsa Ave at
City of Seal Beach/
AM
50 Traffic
0.663
B
2.
Pacific Coast Highway
Caltrans
PM
Signal
0.782
C
12th St/Balboa Dr at
City of Seal Beach/
AM
50 Traffic
0.703
C
3.
Pacific Coast Highway
Caltrans
PM
Signal
0.799
C
Seal Beach Boulevard at
City or Seal Beach/
AM
60 Traffic
0.765
C
4.
Pacific Coast Highway
Caltrans
PM
Signal
0.824
D
Main Street at
City of
AM
All -Way
8.1 s/v
A
5.
Electric Avenue
Seal Beach
PM
Stop
8.8 s/v
A
Seal Beach Boulevard at
City of
AM
60'fralfe
0.434
A
6.
Bolsa Avenue
Seal Beach
PM
Signal
0.427
A
L1NScoT r LAw & GREENSPAN, engineers 9 LLG Ref 2 -13 -3368
Main & PCH Mixed -Use Center Project, Seal Beach
st 1330P? 133368. Mvn & PCH Mixed Use Center Seal Bvch1Repon0368 .Main & PCH Mixed -Use Center TIA 9.1446 doe
4.0 TRAFFIC FORECASTING METHODOLOGY
In order to estimate the traffic impact characteristics of the Project, a multi -step process has been
utilized. The first step is trip generation, which estimates the total arriving and departing traffic on a
peak hour and daily basis. The traffic generation potential is forecast by applying the appropriate
vehicle trip generation equations or rates to the project development tabulation.
The second step of the forecasting process is trip distribution, which identifies the origins and
destinations of inbound and outbound project traffic. These origins and destinations are typically
based on demographics and existing/anticipated travel pattems in the study area.
The third step is traffic assignment, which involves the allocation of project traffic to study area
streets and intersections. Traffic assignment is typically based on minimization of travel time, which
may or may not involve the shortest route, depending on prevailing operating conditions and travel
speeds. Traffic distribution patterns are indicated by general percentage orientation, while traffic
assignment allocates specific volume forecasts to individual roadway links and intersection turning
movements throughout the study area.
With the forecasting process complete and project traffic assignments developed, the impact of the
proposed project is isolated by comparing operational (LOS) conditions at selected key intersections
using expected future traffic volumes with and without forecast project traffic. The need for site -
specific and /or cumulative local area traffic improvements can then be evaluated and the
significance of the project's impacts identified.
LINScou. Lnw 8 GREENSPAN, engineers 10 LLG Ref. 2 -13 -3368
Main & PCH Mixed -Use Center Project, Seal Beach
5i33W2133368 - Mien & PCH Axed Use Center. Seal 9eacM1Ne,on0368 Maw & PCH Mixed -Use Center 'OA 9 -1x.16 do,
5.0 PROJECT TRAFFIC CHARACTERISTICS
5.1 Project Traffic Generation
The trip generation potential of the proposed Project has been estimated using trip rates /equations for
ITE Land Use: 710 General Office, ITE Land Use 820: Shopping Center and /or ITE Land Use: 936
Coffee Shop without Drive - Through as contained in the 9" Edition of the Trip Generation,
published by the Institute of Transportation Engineers (ITE), [Washington, D.C., 2012].
Given the prior use recently closed, a comparison to the previous land use's trip generation potential
has been estimated using the average trips rates for ITE 944: Gasoline /Service Station. Table 5 -1
presents the ITE rates used in forecasting the vehicular trips.
Table 5 -2 summarizes the trip generation potential for the Previous Land Use and the proposed
Project. As shown in the upper half of Table 5 -2, the trip generation potential of a gasoline service
station with 8 vehicle fueling positions totals 782 daily trips, with 41 trips (21 inbound, 20 outbound)
during the AM peak hour and 64 trips (32 inbound, 32 outbound) during the PM peak hour.
A review of lower portion of Table 5 -2 shows the trip generation forecast for the Project. As shown,
the proposed Project, assuming a mix of retail /coffee house uses (no office), is forecast to generate 762
daily trips, with 43 trips (23 inbound, 20 outbound) produced in the AM peak hour and 48 trips (23
inbound, 25 outbound) produced in the PM peak hour.
Comparison of the trips generated by the proposed Project to the trips generated by the Previous Land
Use shows that the proposed Project overall generates less traffic than the prior gas station use, with 20
fewer daily trips, 2 more AM peak hour trips and 17 fewer PM peak hour trips.
As described in Section 2.0, the Project's mix of uses may include a 556 SF of coffee shop and
14,444 SF of retail /commercial uses consisting of 11,882 SF of retail use and 2,562 SF of office use.
It should be noted that this alternative option, as presented in Table 5 -3, which replaces a portion of
the retail use with office use would be expected to generate I more AM trip and 3 fewer PM peak
hour trips than the retail /coffee house tenant mix. Therefore, for the purpose of this analysis both
options are considered as interchangeable and would yield similar results.
LINscou, LAW 8 GREENSPAN, en9lneeB 1.1.40 Ref 2 -13 -3368
Main & PCH Mixed -Use Center Project, Seal Beach
N 13301 - Slain R PCH Mixed Use Cenwr. Seal eeaehlRepoT3368 Wain & ICH Mixed Use Cener [ IA a -14.16 doe
TABLE 5 -1
PROJECT TRAFFIC GENERATION RATES'
ITE Land Use Code
Daily
2 -Way
AM Peak Hour
PM Peak Hour
Enter
Exit
Total
Enter
Exit
Total
• ITE 710: General Office
11.03
1.37
0.19
1.56
0.25
1.24
1.49
(TE /1,000 SF)
• ITE 820: Shopping Center
42.70
0.60
0.36
0.96
1.78
1.93
3.71
(TE /1,000 SF)
• ITE 936: Coffee Shop without Drive - Through
745.653
55.27
53.11
108.38
20.37
20.38
40.75
(TE/1,000 SF)
• ITE 944: Gasoline /Service Station
168.56
6.20
5.96
12.16
6.94
6.93
13.87
(TE /Fueling Position)
Notes:
TE 11,000 SF = Trip ends per 1,000 square feet of development
' Source: Trip Generation Manual.0 Edition. Institute of °fmnsportation Engineers (ITE). Washington. D.C. (2012).
3 No data is provided for Daily rates. "therefore. the Daily rate was assumed to be equal to the average between the AM and PM
peak hour multiplied by a factor of 10.
LINSCOTT, LAw 8 GREENSPAN, engineers 12 LLG Ref 2 -13 -3368
Plain & PCI I Mixed -Use Center Project, Seal Beach
S:U3WQ 133368 - Man & PCH Mixed Use Cenien Seal BesehlNeponU368 Man & PCH Mixed Use Center TIA 1t.14 16 doc
TABLE 5.2
PROJECT TRAFFIC GENERATION FORECAST
Pass -by trips are trips made as intermediate stops on the way from an origin to a primary trip destination. Pass -by trips are
attracted from traffic passing the site on adjacent streets (i.e. Pacific Coast Highway and Main Street). The Trip Generation
Manual. 0 Edition. Institute of Transportation Engineers (ITE), Washington. D.C. (2012), Volume /: User's Guide and
Handbook recommends a pass -by reduction factor of 58:6 for the AM peak hour and 42% for the PM peak hour. The Daily pass -
by percentage was estimated to be 42 %.
Per ITE Handbook, the Daily pass -by reduction for a Coffee /Espresso Stand with drive - through window service is 89 %. To
provide a conservative estimate, a pass -by reduction factor of 50% was used for the Project on a Daily and AM and 1'M peak
hour basis.
Per ITE Handbook the PM peak hour pass -by reduction factor of 34% was used. The Daily and AM peak hour pass -by
percentage was estimated to be 10 %.
LINSCon, LAW 8 GREENSPAN, engineers 13 LLG Ref. 2 -13 -3368
Main & PCI I Mixed -Use Center Project, Seal Beach
N: \33001 133368 - M.n & PCH .Mined -Cse Ce.a. Seal Beach \Repo 0369 Alin te PC'H Mixed Use Ce Ier'I'IA 9 -I+ -16 doe
Daily
AM Peak Hour
PM Peak Hour
Enter
Exit
Total
Enter
Exit
Total
Project Description
2 -Way
Previous (Existing) Land Use Development
1,348
49
48
97
56
55
111
• Chevron Gas - Station (8 fueling positions)
Pass -By Reduction
-566
-28
-28
-56
-24
-23
-47
Previous Land Use " Net " Trip Generation
782
21
20
41
32
32
64
Proposed Project
• Coffee Shop (556 SF)
415
31
29
60
12
11
23
Pass -By Reductions
-208
-16
-14
-30
-6
-5
-II
Subtotal
207
15
15
30
6
6
12
• Retail (14,444 SF)
617
9
5
14
26
28
54
Pass -By Reduction
-62
-1
0
-1
-9
-9
-18
Subtotal
555
8
5
13
17
19
36
Proposed Project "Net" Trip Generation
762
23
20
43
23
15
48
Ne[ Difference Trip Generation Forecast
-20
2
0
2
-9
Proposed Project vs. Previous Land Use
Pass -by trips are trips made as intermediate stops on the way from an origin to a primary trip destination. Pass -by trips are
attracted from traffic passing the site on adjacent streets (i.e. Pacific Coast Highway and Main Street). The Trip Generation
Manual. 0 Edition. Institute of Transportation Engineers (ITE), Washington. D.C. (2012), Volume /: User's Guide and
Handbook recommends a pass -by reduction factor of 58:6 for the AM peak hour and 42% for the PM peak hour. The Daily pass -
by percentage was estimated to be 42 %.
Per ITE Handbook, the Daily pass -by reduction for a Coffee /Espresso Stand with drive - through window service is 89 %. To
provide a conservative estimate, a pass -by reduction factor of 50% was used for the Project on a Daily and AM and 1'M peak
hour basis.
Per ITE Handbook the PM peak hour pass -by reduction factor of 34% was used. The Daily and AM peak hour pass -by
percentage was estimated to be 10 %.
LINSCon, LAW 8 GREENSPAN, engineers 13 LLG Ref. 2 -13 -3368
Main & PCI I Mixed -Use Center Project, Seal Beach
N: \33001 133368 - M.n & PCH .Mined -Cse Ce.a. Seal Beach \Repo 0369 Alin te PC'H Mixed Use Ce Ier'I'IA 9 -I+ -16 doe
TABLE 5 -3
PROJECT ALTERNATIVE TRAFFIC GENERATION FORECAST
Pass -by trips are trips made as intermediate stops on the way from an origin to a primary trip destination. Pass -by trips are
attracted from traffic passing the site on adjacent streets (i.e. Pacific Coast Ilighway and Main Street). The Trip Generation
Manual. 9ih Edition. Institute of Transportation Engineers (ITE). Washington. D.C. (2012). Volume 1: User's Guide ana
Handbook recommends a pass -by reduction factor of 58% for the AM peak hour and 42% for the PM peak hour. The Daily pass.
by percentage was estimated to be 42 %.
Per ITE Handbook. the Daily pass -by reduction for a Coffee /Espresso Stand with drive - through window service is 89 %. to
provide a conservative estimate, a pass -by, reduction factor of 50% was used for the Project on a Daily and AM and PM peak
hour basis.
Per ITE Handbook the PM peak hour pass -by reduction factor of 34% was used. the Daily and AM peak hour pass -by
percentage was estimated to be 10 %.
LINSCOTr, LAW 8 GREENSPAN, engineers 14 LLCM Ref, 2 -13 -3368
Main & PCH Mixed -Use Center Project, Seal Beach
N U3 WQ 133368 - Mvn & KH Minh Um Cemer. Seal aeadRteponOu g %1vn & IKH.Mixe -Use Center "I IA 9 -14.16 aoc
Daily
AM Peak Hour
PM Peak Hour
Enter
Exit
Total
Enter
Exit
Total
Project Description
2 -Way
Previous (F_xistinr) Land Use Development
1,348
49
48
97
56
55
111
• Chevron Gas- Station (8 fueling positions)
Pass -By Reduction'
-566
-28
-28
-56
-24
-23
-47
Previous Land Use "Net " Trip Generation
782
21
20
41
32
32
64
Proposed Project
• Coffee Shop (556 SF)
415
31
29
60
12
11
23
Pass -By Reduction'
-208
-16
-14
-30
-6
-5
-11
Subtotal
207
15
15
30
6
6
12
• Retail (11,882 SF)
507
7
4
11
21
23
44
Pass -By Reduction
-51
-1
0
-1
-7
-8
-15
Subtotal
456
6
4
10
14
15
29
• Office (2,562 SF)
28
4
0
4
1
3
4
Proposed Project "A'ei " Trip Generation
691
j 25
j 19
j dd
j 21
j 24
45
Net Difference Trip Generation Forecast
-91
4
-1
3
-Il
-9
-20
Proposed Project vs. Previous Land Use
Pass -by trips are trips made as intermediate stops on the way from an origin to a primary trip destination. Pass -by trips are
attracted from traffic passing the site on adjacent streets (i.e. Pacific Coast Ilighway and Main Street). The Trip Generation
Manual. 9ih Edition. Institute of Transportation Engineers (ITE). Washington. D.C. (2012). Volume 1: User's Guide ana
Handbook recommends a pass -by reduction factor of 58% for the AM peak hour and 42% for the PM peak hour. The Daily pass.
by percentage was estimated to be 42 %.
Per ITE Handbook. the Daily pass -by reduction for a Coffee /Espresso Stand with drive - through window service is 89 %. to
provide a conservative estimate, a pass -by, reduction factor of 50% was used for the Project on a Daily and AM and PM peak
hour basis.
Per ITE Handbook the PM peak hour pass -by reduction factor of 34% was used. the Daily and AM peak hour pass -by
percentage was estimated to be 10 %.
LINSCOTr, LAW 8 GREENSPAN, engineers 14 LLCM Ref, 2 -13 -3368
Main & PCH Mixed -Use Center Project, Seal Beach
N U3 WQ 133368 - Mvn & KH Minh Um Cemer. Seal aeadRteponOu g %1vn & IKH.Mixe -Use Center "I IA 9 -14.16 aoc
5.2 Project Traffic Distribution and Assignment
Figure 5 -1 and 5 -2 presents the traffic distribution patterns for the prior gas station and proposed
Project, respectively. Project traffic volumes both entering and exiting the site have been distributed
and assigned to the adjacent street system based on the following considerations:
the site's proximity to major traffic carriers (i.e. Pacific Coast Highway, Main Street, etc.),
expected localized traffic flow patterns based on adjacent street channelization and presence of
traffic signals,
• existing intersection traffic volumes, and
• ingress /egress availability at the site and location of parking garage access.
The anticipated AM and PM peak hour traffic volumes associated with the proposed Project are
presented in Figures 5 -3 and 5 -4, respectively. The traffic volume assignments presented in Figures
5 -3 and 5 -4 reflect the traffic distribution characteristics shown in Figure 5 -2 and the traffic
generation forecast presented in Table 5 -2.
5.3 Existing Plus Project Traffic Conditions
The existing plus project traffic conditions have been generated based upon existing conditions and
the estimated project traffic. These forecast traffic conditions have been prepared pursuant to the
City's traffic study guidelines and are consistent with the California Environmental Quality Act
(CEQA) guidelines, which require that the potential impacts of a Project be evaluated upon the
circulation system as it currently exists. This traffic volume scenario and the related capacity
analyses will identify the roadway improvements necessary to mitigate the direct traffic impacts of
the Project, if any.
Figures 5 -5 and 5 -6 present projected weekday AM and PM peak hour traffic volumes at the six (6)
key study intersections with the addition of the trips generated by the proposed Project to existing
peak hour traffic volumes.
LINSCOTT, LAw 8 GREENSPAN, engineers 15 LLG Ref. 2 -13 -3368
Main & PCH Mixed -Use Center Project, Seal [leach
U300U; 3368 -\lain K KHNixea Use Center, Sell Beuh�Re x0368 Kiln k PCH Mina -L'se Cenlel TIA 1.14.16a
oKo S
b
K
o /
10R 1 BOLSA AVE
m a
� a
P'
°x x
)O9
= INBOUND PERCENTAGE FIGURE 5 -1
OUTBOUND PERCENTAGE
N - PROJECT SITE
NO SCALE
PRIOR GAS STATION DISTRIBUTION PATTERN
MAIN & PCH MIXED -USE CENTER, SEAL BEACH
KEY
INBOUND PERCENTAGE FIGURE 5-2
OUTBOUND PERCENTAGE
-- DIRECTION OF TRAVEL IN ALLEY -WAY
N NO SCALE PROJECT SI E
PROJECT DISTRIBUTION PATTERN
MAIN & PCH MIXED-USE CENTER, SEAL BEACH
o ti
" p S
1 1 (
6 I
Or 0
r I , °�(
0
BOLSA AVE ! (� D
~ C
O
o �• 9ST °
0 E
° X
P
(XX) = PASS- BY/DIVERTED TRIPS FIGURE 5 -3
N ED = PROJECT SITE
NO SCALE
AM PEAK HOUR PROJECT TRAFFIC VOLUMES
MAIN & RICH MIXED -USE CENTER, SEAL BEACH
p �
" p S
p
s I
0 /
I 0
BCLSA
AVE
XF��
C,
o a C�4Sl o
0
0
2 J// ° e
\d
P
8
(NO SCALE
KEY
(XX) = PASS- BY/)IVERTED TRIPS
E':]= PROJECT SITE
FIGURE 5 -4
PM PEAK HOUR PROJECT TRAFFIC VOLUMES
MAIN & PCH MIXED -USE CENTER, SEAL BEACH
KEY FIGURE 5 -5
[(] =
N NO SCALE PROJECT SITE
EXISTING PLUS PROJECT AM PEAK HOUR TRAFFIC VOLUMES
MAIN & PCH MIXED -USE CENTER, SEAL BEACH
S �
" � Z
i 2
JV 1f r
B'
n a /
I �4...(•�sg \I I BOLSA o ! AVE �! (r 68
146
0
a
P
KEY FIGURE 5 -6
C -= PROJECT SITE
(t NC SCALE
EXISTING PLUS PROJECT PM PEAK HOUR TRAFFIC VOLUMES
li
MAIN & PCH MIXED —USE CENTER, SEAL BEACH
6.0 FUTURE TRAFFIC CONDITIONS
6.1 Ambient Traffic Growth
Horizon year, background traffic growth estimates have been calculated using an ambient traffic
growth factor. The ambient traffic growth factor is intended to include unknown and future related
projects in the study area, as well as account for regular growth in traffic volumes due to the
development of projects outside the study area. The future growth in traffic volumes has been
calculated at one percent (1.0 %) per year. Applied to the Year 2013 existing tratlic volumes, this
results in a 3.0% growth in existing volumes to near -term horizon year 2016.
6.2 Cumulative Projects Description and Location
In order to make a realistic estimate of future on- street conditions prior to implementation of the
proposed Project, the status of other known development projects (cumulative projects) in the
vicinity of the proposed Project has been researched at the City of Seal Beach and City of Long
Beach. With this information, the potential impact of the proposed Project can be evaluated within
the context of the cumulative impact of all ongoing development. Based on our research, there are
two (2) cumulative projects in the City of Seal Beach within the vicinity of the subject site that have
either been built, but not yet fully occupied, or are being processed for approval. These two (2)
cumulative projects have been included as part of the cumulative background setting.
Table 6 -1 provides the location and a brief description for each of the two (2) cumulative projects.
Figure 6 -1 graphically illustrates the location of the cumulative projects. These cumulative projects
are expected to generate vehicular traffic, which may affect the operating conditions of the key study
intersections.
6.3 Cumulative Projects Trip Generation and Assignment
Table 6 -2 summarizes the trip generation potential for all two (2) cumulative projects. As shown,
the cumulative projects are forecast to generate a total of 823 daily trips, with 58 trips (21 inbound
and 37 outbound) forecast during the AM peak hour and 75 trips (41 inbound and 34 outbound)
forecast during the PM peak hour.
The AM and PM peak hour traffic volumes associated with the two (2) cumulative projects in Year
2016 are presented in Figures 6 -2 and 6 -3, respectively.
6.4 Year 2016 Cumulative Traffic Volumes
Figures 6 -4 and 6 -5 present the Year 2016 AM and PM peak hour cumulative traffic volumes at the
six (6) key study intersections, respectively. Please note that the cumulative traffic volumes
represent the accumulation of existing traffic, ambient growth traffic and cumulative projects traffic.
Figures 6 -6 and 6 -7 illustrate the Year 2016 forecast AM and PM peak hour traffic volumes with the
inclusion of the trips generated by the proposed Project, respectively.
LINSWII, LAW & GREENSPAN, engineers 16 LLG Ref. 2 -13 -3368
Main & PCI I Mixed -Use Center Project, Seal Beach
i'.II300? 133368 Mvn & PCH M &ed -U,, C,m,,, Seel Ue haZepon33368 Nl n & PCH Nixed Use CeFlttf 1A 9 -1a -I6 doc
TABLE 6 -1
LOCATION AND DESCRIPTION OF RELATED PROJECTS1'
No.
Cumulative Project
Location /Address
Description
City of Seal Beach Development
South of Marina Drive, east of the San
Gabriel River Channel, west of I" Street
48 single family DU and 6.4 acres of
neighborhood park
I.
Ocean Place Residential
Project
2.
81" Street Medical
81" Street and Pacific Coast Highway
Demolition of 2,800 SF of retail and
construction of 4,470 SF of medical office
In Source: City of Seal Beach Planning Department.
LlNseon, Law 8 GREENSPAN, engineers 17 I.LG Ref: 2 -13 -3368
Main & PCH Mixed -Use Center Project, Seal Beach
\:13iWU33368 M.. &PCH Mi.M -U,O Cam,, Seal Be— aeponb369 Man& PCH.Mi�N U=e Cenvv TIA 9 44 doc
KEY
�t' FIGURE 6 -1
E)3= PROJECT SIM
0 SCALE
0 LOCATION OF CUMULATIVE PROJECTS
MAIN & PCH MIXED -USE CENTER, SEAL BEACH
TABLE 6 -2
RELATED PROJECTS TRAFFIC GENERATION FORECASTtt
Cumulative Project Description
Daily
Two Way
AM Peak Hour
PM Peak Hour
In
Out
Total
In
Out
Total
City of Seal Beach Development
561
13
34
47
36
21
57
I. Ocean Place Residential Project 12
2. 8" Street Medical
162
8
3
I I
5
13
18
Total Cumulative Projects
Trip Generation Potential
823
21
37
58
41
34
75
I I Source: Trip Generation, 91h Edition, Institute of Transportation Engineers, (FIE) (Washington, D.C. (2012)1.
12 Source: ,Vain & PCH N xed -Use Censer Project TIA prepared by LLG, dated October 27. 2011.
LINSCOTT, LAw & GREENSPAN, engineers 18 LLG Ref. 2 -13 -3369
Main & PCH Mixed -Use Center Project, Seal Beach
N U 30012133368.,Maln d PCH Mixed - U%eCCnmc Seel HeaehlRepon036tl Mvn an PCH Mixed -Use Center TIA 9 -H -16 don
o �
" o s
� o
i
1 I i °� E
0v °
_
1 � 0
X�_1�01\11` BOLSA AVE o
O
o ti 9y.T
� moo a
J/( \ 0
P v 4 x
6 \d,°
� °l oo Hwr E
h
P
S
KEY FIGURE 6 -2
}3=
N No SCALE PROJECT SITE
AM PEAK HOUR CUMULATIVE PROJECT TRAFFIC VOLUMES
MAIN & PCH MIXED —USE CENTER, SEAL BEACH
o �
" 0 5
0
i
0
0
152 Or- 9 / J// \ 0\
r T
00
BOLSA AVE -� ! (� 0 _
0 a
L C o
O
o h 4ST ,�o
0
2 J/ 0
0
Ol oo tip,
Q
KEY
N N FIGURE 6 -3
= TE
O SCALE PROJECT SI
PM PEAK HOUR CUMULATIVE PROJECT TRAFFIC VOLUMES
MAIN & PCH MIXED -USE CENTER, SEAL BEACH
3 ,
�o s
'
48
8 s
80LSA AVE 4110
AFC, ,: p� 92 C ^�
1
� CO
h
lit /B
e
s
KEY FIGURE 6 -4
= PROJECT SITE
N NO SCALE
YEAR 2016 CUMULATIVE AM PEAK HOUR TRAFFIC VOLUMES
MAIN & PCH MIXED -USE CENTER, SEAL BEACH
S �
" � S
1 t i
s46& (^ 9SSI
107 \�1/
24
BOLSA / AVE J / 6 _
754 .(
m/ F I5
o � 4ST ti�wo S
160 \jj79OJ X
P
8
KEY FIGURE 6 -5
['] =
(t NO SCALE PROJECT SITE
YEAR 2016 CUMULATIVE PM PEAK HOUR TRAFFIC VOLUMES
MAIN & PCH MIXED —USE CENTER, SEAL BEACH
�o s
1196- �91
BOLSA° / AVE / r 18 _
249
1 C
P
KEY
PROO St
JECT IE
FIGURE 6 -6
C�=
15,0 SCALE YEAR 2016 CUMULATIVE PLUS PROJECT
AM PEAK HOUR TRAFFIC VOLUMES
MAIN & PCH MIXED -USE CENTER, SEAL BEACH
KEY FIGURE 6 -7
PROJECT SITE
N w SCALE YEAR 2016 CUMULATIVE PLUS PROJECT
PM PEAK HOUR TRAFFIC VOLUMES
MAIN & PCH MIXED -USE CENTER, SEAL BEACH
7.0 TRAFFIC IMPACT ANALYSIS METHODOLOGY
The relative impact of the proposed Project during the AM peak hour and PM peak hour was
evaluated based on analysis of future operating conditions at the six (6) key study intersections,
without, then with, the proposed Project. The previously discussed capacity analysis procedures
were utilized to investigate the future volume -to- capacity relationships and service level
characteristics at each study intersection. The significance of the potential impacts of the Project at
each key intersection was then evaluated using the following traffic impact criteria.
7.1 Impact Criteria and thresholds
Per City of Seal Beach and Orange County CMP criteria, impacts to local and regional transportation
systems are considered significant if:
An unacceptable peak hour Level of Service (LOS) (i.e. LOS E or F) at any of the key
intersections is projected. The City of Seal Beach considers LOS D (ICU = 0.801 - 0.900) to be
the minimum desirable LOS for all intersections; and
A significant transportation impact is determined based on the sliding scale criteria presented in
Table 7 -1. As indicated in Table 7 -1, the project - related increase in ICU value that defines a
significant impact varies with LOS. At LOS A or B, the threshold of significance is an increase
of 0.06 or greater. At LOS C or LOS D, the threshold of significance is an increase of 0.04 or
greater or 0.02 or greater, respectively, in the ICU value. This is reduced to 0.01 or greater under
LOS E and F.
At unsignalized intersections, this report identifies a significant traffic impact when the addition
of Project traffic results in a decrease in LOS by one level or more for those locations operating
at LOS D or E.
7.2 Traffic Impact Analysis Scenarios
The following scenarios are those for which volume /capacity calculations have been performed at
the six (6) key intersections for near -term (Year 2016) traffic conditions:
(1) Existing Traffic Conditions;
(2) Existing Plus Project Traffic Conditions;
(3) Scenario (2) with Improvements, if necessary;
(4) Year 2016 Cumulative Traffic Conditions;
(5) Year 2016 Cumulative plus Project Traffic Conditions;
(6) Scenario (5) with Improvements, if necessary;
LINscoT , LAw & GREENSPAN, engineers 19 LLG Ref 2 -13 -3368
Main & PCH Mixed -Ilse Center Project. Seal Beach
N:Uioi Main & PCH Mixed -tsc Cemcr, Seal BeadiaepueU36b Mein & PCH MNed -L4e Center NA 9 -11 -16 doe
TABLE 7.1
CITY OF SEAL BEACH INTERSECTION IMPACT THRESHOLD CRITERIA
Level of Service
Final ICU
Project - Related Increase in ICU
A, B
0.00-0.69
0.06 or more
C
0.70-0.79
0.04 or more
D
0.80-0.89
0.02 or more
E, F
0.90 or more
0.01 or more
LiNSCOrr, LAw & GREENSPAN, engineers 20 LLG Ref. 2 -13 -3368
Main & PCH Mixed -Use Center Project, Seal Beach
YG3W� 133369 M. & PCH Mhed -Cee Cent, Seel Beacht eron036H My & NCH Mieed -Use Center TIA 9.11.16 doc
8.0 PEAK HOUR INTERSECTION CAPACITY ANALYSIS
8.1 Existing Plus Project Analysis
Table 8 -1 summarizes the peak hour level of service results at the six (6) key study intersections for
"Existing Plus Project" traffic conditions. The first column (1) of ICU /LOS values or HCM /LOS
values in Table 8 -1 presents a summary of existing AM and PM peak hour traffic conditions (which
were also presented in Table 3 -3). For comparison purposes, the second column (2) lists existing
plus "prior gas station' traffic conditions, while the third column (3) lists existing plus project traffic
conditions. The fourth column (4) shows the increase in ICU value or Delay value due to the added
peak hour Project trips when compared to column I and indicates whether the traffic associated with
the Project will have a significant impact based on the significant impact criteria defined in this
report. The fifth column (5) of Table 8 -1 indicates the anticipated operating conditions with
implementation of improvements planned and /or recommended to mitigate Project traffic and /or
achieve an acceptable Level of Service.
8.1.1 Existing Plus Project Traffic Conditions
Review of Columns 3 and 4 of Table 8 -1 indicates that traffic associated with the proposed Project
will not significantly impact any of the six (6) key study intersections, when compared to the LOS
standards and significant impact criteria specified in this report. The six (6) key study intersections
are forecast to continue operate at LOS D or better with the addition of Project generated traffic to
existing traffic.
Further review of Table 8 -1 shows the impact of the proposed Project is comparable to the prior gas
station land use with the projected services levels identical to one another at each study intersection
(See Column 2 and Column 3).
LINSCOT , LAW & GREENSPAN engineers 21 LLG Ref 2 -13 -3368
Main & PCH Mixed -Use Center Project, Seal Beach
N N3300�133368 -Man & PCH Mi,ed-Use Cemep Seal Bemh)Rsp n 3368 Man & PCH Nixed Use CenterUA 9 -N -16. doe
TABLE 8.1
E%ISTING PLUS PROJECT PEAK HOUR INTERSECTION CAPACITY ANALYSIS
Represents forecast service level with the potential removal of the northbound right -mm lane on Main Street to provide additional angled on- street public parking spaces
along Main Street The removal ofthe northbound right -rum lane will result in up to 12 new on- street angled parking spaces.
E
LINSC0II, IAW d Gari , enginean 22 LLG Ref 2 -13-1 aci
Main & PCH MixM -Use Center Project, Seal Beach
.I � Iu]I . vo,"31'll 1,1l ss'wia. 1n1li- 11."r -.;r" Wing 111 1„1 1'C I-u, 11 }11-16J-
(2)
(3)
(4)
(5)
(1)
Existing
Existing
Significant
Existing
Plus Gas Station
Plus Project
Impact
With
Time
Traffic Conditions
Traffic Conditions
Traffic Conditions
(Column 3- Column 1)
Improvements
Key Intersection
Period
ICU /HCM
LOS
ICU /HCM
LOS
ICU /HCM
LOS
Increase
( Y.Ps.
ICU /HCM
LOS
Pacific Coast Highway at
AM
0668
B
0668
B
0670
B
-
1stStreet
PM
0.807
D
0.808
D
0.809
D
0.002
So
—
--
Main Street at
AM
0.663
B
0G69
B
0.664
0.670°
B
2.
Pacific Coast Highway
PM
0.782
C
0.790
C
0785
0.785
C
12th Street at
AM
0703
C
0,704
C
0714
C
0.011
No
—
—
3.
Pacific Coast Highway
PM
0.799
C
0.800
D
0.802
D
0.003
No
--
--
Seal Beach Boulevard at
AM
o 765
C
0]66
C
0768
C
0.003
No
--
—
4.
Pacific Coast Highway
PM
0824
D
0.825
D
0.826
D
0.002
No
--
--
Main Street at
5.
AM
8.1 s/v
A
8 2 s/v
A
8.1 s/v
A
00 s/v
No
--
—
Electric Avenue
PM
d.8 yv
A
9.o s/v
- --1111
I A
8.9 s/v
d
0.1 Vv
No
—
--
Seal Beach Boulevard at
AM
0 434
A
0,434
A
0,441
A
0.009
No
—
--
6.
Bolsa Avenue
PM
0427
A
0427
A
0.000
N.
—
—
Represents forecast service level with the potential removal of the northbound right -mm lane on Main Street to provide additional angled on- street public parking spaces
along Main Street The removal ofthe northbound right -rum lane will result in up to 12 new on- street angled parking spaces.
E
LINSC0II, IAW d Gari , enginean 22 LLG Ref 2 -13-1 aci
Main & PCH MixM -Use Center Project, Seal Beach
.I � Iu]I . vo,"31'll 1,1l ss'wia. 1n1li- 11."r -.;r" Wing 111 1„1 1'C I-u, 11 }11-16J-
8.2 Year 2016 Traffic Conditions
Table 8 -2 summarizes the peak hour level of service results at the six (6) key study intersections for
the 2016 horizon year. The first column (1) of ICU /LOS values or HCM /LOS values in Table 8 -2
presents a summary of cumulative weekday AM and PM peak hour traffic conditions (existing plus
ambient plus cumulative projects traffic) based on existing intersection geometry, but without any
traffic generated from the proposed Project. The second column (2) presents the Year 2016
cumulative plus prior gas station traffic conditions. The third column (3) presents forecast Year
2016 cumulative conditions with the addition of Project traffic. The fourth column (4) shows the
increase in ICU value or Delay value due to the added peak hour Project trips and indicates whether
the traffic associated with the Project will have a significant impact based on the significant impact
criteria defined in this report. The fifth column (5) indicates the anticipated level of service with
planned and /or recommended improvements.
8.2.1 Year 2016 Cumulative Traffic Conditions
An analysis of future (Year 20 16) cumulative traffic conditions indicates that the addition of ambient
traffic growth and cumulative projects traffic will not adversely impact any of the six (6) key study
intersections. The six (6) key study intersections are forecast to continue operate at LOS D or better
during the AM and PM peak hours with the addition of ambient traffic growth and related projects
traffic.
8.2.2 Year 1016 Cumulative Plus Project Traffic Conditions
Review of Columns 3 and 4 of Table 8 -2 indicates that traffic associated with the proposed Project
will not significantly impact any of the six (6) key study intersections, when compared to the LOS
standards and significant impact criteria specified in this report. The six (6) key study intersections
are forecast to continue to operate at LOS D or better with the addition of project generated traffic in
the Year 2016.
Further review of Table 8 -2 shows the impact of the proposed Project in Year 2016 Cumulative
Traffic Conditions is comparable to the prior gas station land use with the projected services levels
identical to one another at each study intersection (See Column 2 and Column 3).
LINSC01T, LAW 8 GREENSPAN, engineers 23 LLG Ref. 2 -13 -3368
Main & PCn Mixed -Use Center Project, Seal Beach
Sa \33004133368 - Men & PCH Mixed Use Cessei, Sel Beuh\ReperU368 Main & PCH W xed -0ee Cente'I1A 1) -I4 -16 doe
TABLE 8.2
YEAR 2016 CUMULATIVE PLUS PROJECT PEAK HOUR INTERSECTION CAPACITY ANALYSIS
1° Represents forecast service level with doe potential removal ofthe northbound right -mm lane on Main Street to provide additional angled on- street public parking spaces
alone Main Street. The removal cfthc northbound fight -rum lane will result in up to 12 new on -sheet angled parking spaces.
LINSCOTT, Las &GaEENSPnN, engineers 24 LLG Ref. 2 -13 -3368
Main & PCH Mixed -Use Center Project. Seal Fi ach
..%a"Ja,an- Nam1ICn m,W -uzI —, SUI 1—.1 Noon 3?6N.W 1 I1II11- 111.1,0, ne III I IM1ew
(I)
(2)
(3)
(4)
(5)
Year 2016 Cumulative
Ve.r20l6Cumulativc
Significant
Year 2016 Cumulative
Plus Gas Station
Plus Project
Impact
Year 2016 With
Time
Traffic Conditions
Traffic Conditions
Traffic Conditions
(Column 3- Column 1)
Improvements
Key Intersection
Period
ICU /HCM
i LOs
ICU/HCM
LOS
ICU /IICM
LOS
Increase
Yn/No
ICU/HCM
LOS
Pacific Coast Highway at
AM
0.691
B
0.692
B
0.693
B
0.002
No
—
—
IslSlreet
PM
0. W13
U
0.844
D
0.846
D
0.003
No
--
--
Main Street at
AM
0 684
B
0.690
B
0685
B
0,001
No
0.6911)
B
2.
Pacific Coast Highway
PM
0.808
D
0818
D
0.810
D
0.002
No
0 81
D
12th Street all
AM
0.722
C
0.723
C
0.733
C
0.011
No
--
--
3.
Pacific Coast Highway
PM
0,822
D
0.824
D
0825
D
0.003
No
--
—
Seal Beach Boulevard at
AM
0 788
C
0 789 ^—
C
0.791
C
0003
4 No
--
—
4.
Pacific Coast Highway
PM
0.848
D
0.849
D
0.850
D
0.002
No
—
—
Main Street at
_
AM
82 s/v
,1
8.2 s/v
A
8 2 s/v
A
f1.0 s/v
No
--
—
5.
Electric Avenue
PM
9.0 s/v
A
9.1 s/v
A
9.0 s/v
A
00,/,
No
--
--
9Ca1 Reach Boulevard at
AM
0.454
A
0.45.1
A
0.455
A
0.001
No
--
—
6.
Balsa Avenue
PM
0.440
A
0440
A
0 44 1
A
0.001
No
--
--
1° Represents forecast service level with doe potential removal ofthe northbound right -mm lane on Main Street to provide additional angled on- street public parking spaces
alone Main Street. The removal cfthc northbound fight -rum lane will result in up to 12 new on -sheet angled parking spaces.
LINSCOTT, Las &GaEENSPnN, engineers 24 LLG Ref. 2 -13 -3368
Main & PCH Mixed -Use Center Project. Seal Fi ach
..%a"Ja,an- Nam1ICn m,W -uzI —, SUI 1—.1 Noon 3?6N.W 1 I1II11- 111.1,0, ne III I IM1ew
9.0 STATE OF CALIFORNIA (CALTRANS) METHODOLOGY
In conformance with the current Caltrans Guide for the Preparation of Traffic Impact Studies,
existing and projected peak hour operating conditions at the four signalized state - controlled study
intersections within the study area have been evaluated using the Highway Capacity Manual 2000
(HCM 2000 for signalized intersections) operations method of analysis. These signalized state -
controlled locations include the following four of the six study intersections:
1. Pacific Coast Highway at Is' Street
2. Main Street/Bolsa Avenue at Pacific Coast Highway
3. 12th Street/Balboa Drive at Pacific Coast Highway
4. Seal Beach Boulevard at Pacific Coast Highway
Caltrans "endeavors to maintain a target LOS at the transition between LOS "C" and LOS "D" on
State highway facilities "; it does not require that LOS "D" (shall) be maintained. However, Caltrans
acknowledges that this may not always be feasible and recommends that the lead agency consult
with Caltrans to determine the appropriate target LOS. For this analysis, LOS D is the target level of
service standard and will be utilized to assess the potential Project impacts at the state- controlled
study intersections.
9.1 Highway Capacity Manual (HCM) Method of Analysis (Signalized Intersections)
Based on the HCM operations method of analysis, level of service for signalized intersections is
defined in terms of control delay, which is a measure of driver discomfort, frustration, fuel
consumption, and lost travel time. The delay experienced by a motorist is made up of a number of
factors that relate to control, geometries, traffic, and incidents. Total delay is the difference between
the travel time actually experienced and the reference travel time that would result during ideal
conditions: in the absence of traffic control, in the absence of geometric delay, in the absence of any
incidents, and when there are no other vehicles on the road.
In Chapter 16 of the HCM, only the portion of total delay attributed to the control facility is
quantified. This delay is called control delay. Control delay includes initial deceleration delay, queue
move -up time, stopped delay, and final acceleration delay. In contrast, in previous versions of the
HCM (1994 and earlier), delay included only stopped delay. Specifically, LOS criteria for traffic
signals are stated in terms of the average control delay per vehicle. The six qualitative categories of
Level of Service that have been defined along with the corresponding HCM control delay value
range for signalized intersections are shown in Table 9 -1.
LiNscoii, Lnw 8 GREENSPAN, engineers 25 LLG Ref. 2 -I3 -3368
Plain & PCH Mixed -Use Center Project, Seal Beach
N% 33WH13336N- Nan &PCHMi,ed. Use Cenrec Seel Beach \ReponWog My &PCHMixed- lie(mterF1 A 9-".16 doe
TABLE 9 -1
LEVEL OF SERVICE CRITERIA FOR SIGNALIZED INTERSECTIONS (HCM METHODOLOGY)'s
Level of Service
(LOS)
Control Delay Per Vehicle
(seconds /vehicle)
Level of Service Description
This level of service occurs when progression
is extremely favorable and most vehicles arrive
A
< 10.0
during the green phase. Most vehicles do not
stop at all. Short cycle lengths may also
contribute to low delay.
This level generally occurs with good
B
> 10.0 and < 20.0
progression, short cycle lengths, or both. More
vehicles stop than with LOS A, causing higher
levels of average delay.
Average traffic delays. These higher delays
may result from fair progression, longer cycle
lengths, or both. Individual cycle failures may
C
> 20.0 and < 35.0
begin to appear at this level. The number of
vehicles stopping is significant at this level,
though many still pass through the intersection
without stopping.
Long traffic delays. At level D, the influence
of congestion becomes more noticeable.
Longer delays may result from some
D
> 35.0 and < 55.0
combination of unfavorable progression, long
—
cycle lengths, or high v/c ratios. Many vehicles
stop, and the proportion of vehicles not
stopping declines. Individual cycle failures are
noticeable.
Very long traffic delays. This level is
considered by many agencies (i.e. SANBAG)
to be the limit of acceptable delay. These high
E
> 55.0 and < 80.0
delay values generally indicate poor
progression, long cycle lengths, and high v/c
ratios. Individual cycle failures are frequent
occurrences.
Severe congestion. This level, considered to be
unacceptable to most drivers, often occurs with
over saturation, that is, when arrival flow rates
F
>_ 80.0
exceed the capacity of the intersection. It may
also occur at high v/c ratios below 1.0 with
many individual cycle failures. Poor
progression and long cycle lengths may also be
major contributing factors to such delay levels.
I' Source: Highwgv, Capacin' Manual 2000, Chapter 16 (Signalized Intersections).
LINSCort, LAw & GREENSPAN, engineers 26 LLG Ref 2.13 -3368
Main & PCI I Mixed -Use Center Project, Seal Beach
N U3WU33368 Mvn& I' CH MkW Ux Ceme,, Seal& -ac Re r,0368 ]fun& PCH .Miaai Uu Cam,TIA 9- 11 16d
9.2 Existing Plus Project Traffic Conditions
Table 9 -2 summarizes the peak hour Highway Capacity Manual 2000 level of service results at the
four signalized state - controlled study intersections within the study area for "Existing Plus Project'
traffic conditions. The first column (1) of HCM /LOS values in Table 9 -2 presents a summary of
existing AM and PM peak hour traffic conditions. The second column (2) lists existing plus prior
gas station traffic conditions. The third column (3) lists existing plus project traffic conditions. The
fourth column (4) indicates whether Project traffic will have a significant impact based on the
significant impact criteria defined in this report. The fifth column (5) of Table 9 -2 indicates the
anticipated operating conditions with implementation of improvements planned and /or
recommended to mitigate Project traffic and /or achieve an acceptable Level of Service.
9.2.1 Existing Traffic Conditions
Three of the four signalized state - controlled study intersections currently operate at LOS D or better
during the AM and PM peak hours. Pacific Coast Highway at I" Street currently operates at LOS E
during the PM peak hour when assessed using the HCM /LOS methodology.
9.2.2 Existing Plus Project Traffic Conditions
Review of Columns 1, 2 and 3 of Table 9 -2 indicates that traffic associated with the proposed Project
when will not adversely impact any of the four signalized state - controlled study intersections, when
compared to the LOS standards and significant impact criteria specified in this report. Although the
intersection of Pacific Coast Highway at I" Street is forecast to continue operate at unacceptable
LOS E during the PM peak hour with the addition of the project traffic, the increase in delay due to
added Project traffic is nominal and results in a 0.7 sec /veh change in delay during the afternoon
commute hour (compare Column 3 and Column I of Table 9 -2).
As assessment of the current intersection layout and signal operations for Pacific Coast Highway at
I" Street indicates that the removal of crosswalk across the north leg of Pacific Coast Highway at I't
Street will improve the service level to LOS C (See Column 5 of Table 9 -2). The removal of this
crosswalk will also minimize pedestrian and vehicular conflicts between motorists making an
eastbound left-turn from 1st Street to continue northbound on Pacific Coast Highway.
LINSCOTT, LAW 8 GREENSPAN, engineers 27 LLG Ref. 2 -13 -3368
Main & PCH Mixed -Use Center Project, Seal Beach
1.13300EI+3368 - Mvn & PCH Sliced -U4e C ,e, Seel Be chUtepon6369 M1 n A, PCH MixmI Use Cc icr TIA 9.13.16 doc
TABLE 9.2
EXISTING PLUS PROJECT PEAK HOUR INTERSECTION CAPACITY ANALYSIS • CALTRANS
16 Represents forecast service level with removal of the existing crosswalk across the north leg of Pacific Coast Highway, nonh of I Avenue; the crosswalk across the south leg
is maintained and split phase operation on W Street is maintained This improvement is similar to the recent changes as the Seal Beach Boulevardnsionfic Coast Highway
intersection where a crosswalk is only provided across one leg of Pacific Coast Highway and the signal operates with 'split phasing",
p Represents forecast service level with the potential removal of the northbound fight -turn lane on Hain Street to provide additional angled onatreet public parking spaces
alone Main Street. The removal offs, northbound riaht -fain lane will result in up to 12 new on- street angled oarkine spaces.
LIii LAW & GREENSPAN, en,isnas 28 LLG aer. 2.13 -3368
Main & IT11 Nixed -Use Center Vroiea, Seal (leach
J .In ";'Is Nmna 1.111- 111�,ro 311s tan.A IN w" 11 11 111-
(2)
(3)
(I)
Existing
Existing
(4)
(5)
Existing
Plus Gas Station
Plus Project
Significant
With
Time
Traffic Conditions
Traffic Conditions
Traffic Conditions
Impact
Improvements
RCM
I LOS
FILM
LOS
NCM
LOS
Ves/No
NCM
( LOS
Key Intersection
Period
Pacific Coast Highway at
AM
304
C
305
C
307
C
No
200
C
Ist Street
PM
64.9
E
65.1
E
65.6
E
No
28.21r'
C
Main Street at
AM
Met
B
19.1
B
19.1
B
No
19.119
B
2.
Pacific Coast Highway
PM
26.4
C
27.0
C
27.0
C
No
27.1
C
12th Street at
AM
T5
B
17.5
I B
17.8
B
No
--
—
3.
Pacific Coast Highway
PM
20.2
C
20.2
I C
20.6
C
No
—
—
Seal Beach Boulevard at
AM
34.2
C
34.2 .1�
C
14.5
C
No
—
4.
Pacific Coast Highway
PM
40.1
O
401
D
404
D
No
—
--
16 Represents forecast service level with removal of the existing crosswalk across the north leg of Pacific Coast Highway, nonh of I Avenue; the crosswalk across the south leg
is maintained and split phase operation on W Street is maintained This improvement is similar to the recent changes as the Seal Beach Boulevardnsionfic Coast Highway
intersection where a crosswalk is only provided across one leg of Pacific Coast Highway and the signal operates with 'split phasing",
p Represents forecast service level with the potential removal of the northbound fight -turn lane on Hain Street to provide additional angled onatreet public parking spaces
alone Main Street. The removal offs, northbound riaht -fain lane will result in up to 12 new on- street angled oarkine spaces.
LIii LAW & GREENSPAN, en,isnas 28 LLG aer. 2.13 -3368
Main & IT11 Nixed -Use Center Vroiea, Seal (leach
J .In ";'Is Nmna 1.111- 111�,ro 311s tan.A IN w" 11 11 111-
9.3 Year 2016 Traffic Conditions
Table 9 -3 summarizes the peak hour Highway Capacity Manual 2000 level of service results at the
four signalized state - controlled study intersections for the 2016 horizon year. The first column (1) of
HCM /LOS values in Tablc 9 -3 presents a summary of cumulative weekday AM and PM peak hour
traffic conditions (existing plus ambient plus cumulative projects traffic) based on existing
intersection geometry, but without any traffic generated from the proposed Project. The second
column (2) presents the Year 2016 cumulative plus prior gas station tragic conditions. The third
column (3) presents forecast Year 2016 cumulative conditions with the addition of Project traffic.
The fourth column (4) indicates whether Project traffic will have a significant impact based on the
significant impact criteria defined in this report. The fifth column (5) indicates the anticipated level
of service with planned and /or recommended improvements.
9.3.1 Year 2016 Cumulative Traffic Conditions
Three of the four signalized state - controlled study intersections are forecast to continue to operate at
LOS D or better during the AM and PM peak hours, while Pacific Coast Highway at I" Street is
forecast to continue to operate at LOS E during the PM peak hour in the Year 2016.
9.3.2 Year 2016 Cumulative Plus Project Traffic Conditions
Review of Tablc 9 -3 indicates that traffic associated with the proposed Project will not adversely
impact any of the four signalized state - controlled study intersections, when compared to the LOS
standards and significant impact criteria specified in this report. Although the intersection of Pacific
Coast Highway at I" Street is forecast to continue operate at unacceptable LOS E during the PM
peak hour with the addition of the project traffic, the increase in delay due to added Project traffic is
nominal and results in a 0.9 sec /veh change in delay during the afternoon commute hour (compare
Column 3 and Column I of Table 9 -3).
As noted earlier, the removal of crosswalk across the north leg of Pacific Coast Highway at I't Street
will improve the service level of this key intersection to LOS C (See Column 5 of Table 9 -3).
Appendix D presents the HCM /LOS calculations for the four signalized state - controlled study
intersections.
LiNS=, Lnw & GREENSPAN, engineers 29 LLG Re(. 2 -13 -3368
Main & PCH Mixed -Use Center Project, Seal Beach
N 133W7113169 71]3968 -.Main & PCH MLed -Use Cenle� Scat eeachWeport J368 Main & ICH Nixed Use Center YIA 9 -14-16 doc
TABLE 9-3
CUMULATNE PLUS PROJECT PEAK HOUR INTERSECTION CAPACITY ANALYSIS - CALTRANS
Represents forecast service level with removal ofthe existing crosswalk across the north leg of Pacific Coast Highway, north of Ia Avenue, the crosswalk across the south leg
is maintained and split phase operation on 1"Strica is maimacial This improvement is similar to the recent changes as the Seal Beach Boulevard/Pacilre Coast Highway
intersection where a crosswalk is only provided across one leg of Pacific Coast Highway mid the signal operates with 'split- phasing ".
" Represents forecast service level with the potential removal of the northbound right -mm lane on Main Street to provide additional angled on- street public parking spaces
along Blain Street. The removal ofthe northbound right -turn lane will result in up to 12 new on- street angled parking spaces.
LINKOFT, IAW &(3RMN PAN, angineera 30 UG Rd 2 -13 -3368
Main & PCH MzN -Use Center Prnject, Seal Beach
I. lao `l lill, -Mmii ¢ IiII N�vdlr..[min. eel IICwM1 Vcl'^n3r6x bLin d ICIINiw31:.� l�niv'r M v�lv.l6 Jrc
I)
(2)
(3)
Year 2016 Cumulative
Year 2016 Cumulative
(4)
(5)
Year 2016 Cumulative
Plus Gas Station
Plus Project
Significant
Year 2016 With
Time
Traffic Conditions
Trallic Conditions
Traffic Conditions
Impact
Improvements
HCM
LOS
IICM
' LOS
IICM
LOS
YWNo
HCM
LOS
Key Intersection
Period
Pacific Coast Highway at
AM
32.4
C
32.5
C
32.9
C
No
20.8
C
I.
Ist Street
PM
76A
E
76.8
E
793
E
No
34,0a
C
Main Street at
AM
19.5
B
19.6
B
19.6
B
No
199"
B
2.
Pacific Coast Highway
PM
27.9
C
28.3
C
283
C
No
28,4
C
12th Street at
AM
179
B
IT9
B
182
B
No
--
--
3.
Pacific Coast Highway
PM
21.1
C
21,1
C
21.6
C
No
--
—
Seal Beach Boulevard at
AM
15S
U
35,8
U
36.1
U
No
--
—
4.
Pacific Coast Highway
PM
429
D
429
D
431
D
No
--
—
Represents forecast service level with removal ofthe existing crosswalk across the north leg of Pacific Coast Highway, north of Ia Avenue, the crosswalk across the south leg
is maintained and split phase operation on 1"Strica is maimacial This improvement is similar to the recent changes as the Seal Beach Boulevard/Pacilre Coast Highway
intersection where a crosswalk is only provided across one leg of Pacific Coast Highway mid the signal operates with 'split- phasing ".
" Represents forecast service level with the potential removal of the northbound right -mm lane on Main Street to provide additional angled on- street public parking spaces
along Blain Street. The removal ofthe northbound right -turn lane will result in up to 12 new on- street angled parking spaces.
LINKOFT, IAW &(3RMN PAN, angineera 30 UG Rd 2 -13 -3368
Main & PCH MzN -Use Center Prnject, Seal Beach
I. lao `l lill, -Mmii ¢ IiII N�vdlr..[min. eel IICwM1 Vcl'^n3r6x bLin d ICIINiw31:.� l�niv'r M v�lv.l6 Jrc
10.0 SITE ACCESS AND INTERNAL CIRCULATION EVALUATION
10.1 Site Access Evaluation
As shown in Figure 2 -2, access to the site is provided via an existing alley way which has right -turn
in /out only access along Pacific Coast Highway and also connects to another alley way which is a
one -way (eastbound only) alley that has access to Main Street and 10th Street.
However, to improve direct project access from Pacific Coast Highway, an assessment of U -turn
movements for westbound left -turn traffic on Pacific Coast Highway at Main Street/Bolsa Avenue
has been prepared. Currently, U -turn movements from the westbound left -turn lane on Pacific Coast
Highway is restricted. However, if U -turns were permitted this would allow for a more direct route
to the Project's parking garage for westbound traffic. Figure 10 -1 presents the results of a Passenger
Vehicle U -turn Assessment. A review of this figure indicates that passenger cars are able to make a
U -turn from the westbound left -turn lane on Pacific Coast Highway, provided curbside parking is
restricted. The removal of the current U -turn restriction will require the replacement of a mast arm
mount sign and installation of a minimum of 25 feet of red curb on Pacific Coast Highway, along
Project frontage.
10.2 Internal Circulation Evaluation
The on -site circulation layout of the conceptual Project site plan as illustrated Figure 2 -2 on an
overall basis is adequate. Passenger vehicles are able to access the Project's parking garage from the
existing alley and circulate throughout the parking lot. Figure 10 -2 illustrate the turning movements
required of a passenger car as it enters the parking garage from the existing alley to circulate
throughout the site.
LlNscom Law & GREENSPAN, engineers 31 LLG Ref. 2 -13 -3368
Main & PCH Mixed -Use Center Project, Seal Beach
S- b3CW2133369 -Main & PCH .Mixed -Use Come, Seal 6eachlRepon0368 Main & ICH Nixed USe Cmter TL\ 9 -W -16 doc
\ \ n
\ \^ M11
REMOVE R73 -3(CA) FROM \ \�
MAST ARM AND REPLACE
W flR R73 -2(CA)
R73 -3(CA) R73 -2(CA)
�/ rvoUTURry
n \
INSTALL 25 OF
RED C
RED CURB
19.00
&4 ` p
3.00 11.00 � 7�, � - �.^' V�d'i� �
Passenger teat �'�• _ _ lb
' A
WEN : zoo 10
Lockkto Lock Time :6.00
Steering Angle : 31.6 (� a
r ° EX. RAW \ E
J
®SCA E., —5D FIGURE 10 -1
PASSENGER VEHICLE U —TURN ASSESSMENT
MAIN & PCH MIXED—USE CENTER, SEAL BEACH
Alley
IT
r 2 ,
19,00
4
3eO 11.00
Passenger f..t
Wdth 7*00
P Lock to Lock rme 6.0
stcenng Angle 31.6
Main Street
SOURCE MAIN AND PCH LLC
Q)". SCALE FIGURE 10-2
PASSENGER VEHICE CIRCULATION ASSESSMENT
MAIN & PCH MIXED—USE CENTER, SEAL BEACH
11.0 CITY CODE PARKING ANALYSIS
To determine the number of parking spaces required for the proposed Project, the parking demand
was calculated using the parking codes per Chapter 11.4.20.015.A.2 Required Parking — Main Street
Specific Plan District in the City of Seal Beach Municipal Code. The following parking ratios were
utilized:
Coffee Shop = LO spaces per 500 SF gross /loor area
Retail= 1.0 spaces per 500 SFgross floor area
Office = 1.0 spaces per 300 SF gross floor area
As mentioned previously, the Project's mix of uses will include a 556 SF of coffee shop and 14,444
SF of retail /commercial uses consisting of 11,882 SF of retail use and /or 2,562 SF of office use or
14,444 SF of retail - oriented uses. Although section 5.0 indicated that both options are considered as
interchangeable for the purposes of this parking assessment each has been looked at individually.
Table 11 -1 presents the direct application of the City's code to the Project (Retail Only). Review of
the lower portion of Table 11 -1 identifies that the Project will result in a total code parking
requirement of 30 spaces. When compared against the proposed off - street parking supply of 30
spaces the site is expected to operate at a balanced condition.
Table 11 -2 presents the direct application of the City's code to the Project (Retail Plus Office).
Review of the lower portion of Table 11 -2 identifies that the Project will result in a total code
parking requirement of 34 spaces. When compared against the proposed off - street parking supply of
30 spaces the site is expected to have a parking deficiency of 4 spaces.
11.1 Main Street Angled Parking Spaces
To address the potential parking deficiency associated with a "Retail Plus Office" tenant mix of the
proposed Project, the provision of on- street angled parking on Main Street along Project frontage, as
well as along the frontage of the Bay Theatre was investigated. As discussed with City staff, the
extension of angled on- street will require restriping of Main Street and the removal of the existing
northbound right -turn lane on Main Street at Pacific Coast Highway.
Figure 11 -1 presents the conceptual on- street parking layout for Main Street. A review of Figure
11 -1 shows that up to 12 additional angled spaces on- street, of which 7 are located along Project
frontage and 5 are located along the Bay Theatre frontage. The addition of 7 spaces on Main Street
could offset 4 space parking deficiency of the Retail Plus Office" tenant mix of the proposed Project.
The implementation of this potential "parking enhancement" will be subject to the review and
approval of the City of Seal Beach. It should be noted that the removal of the northbound right -turn
lane will have minimal impact of the operating condition of Main Street/Bolsa Avenue at Pacific
Coast Highway as this intersection is forecast to operate at LOS D or better during the AM peak
hour and PM peak hour (See Tables 8 -1, 8-2, 9 -2 and 9 -3).
LiNSCM, Lnw & GREENSPAN, engineers 32 LLG Ref. 2 -13 -3368
Main &. PCH Mixed -Use Center Project, Seal Beach
N 13300@133368 -Main & PCH >1iRab Use Cuimq S W 9eechUteponU]6tl Main & PCfI Mired -0se CenterTLA 21a.16 doc
TABLE 11 -1
CITY CODE PARKING REQUIREMENT (RETAIL ONLY)
Land Use
Size
City of Carson
Code Parkin Ratio20
Spaces
Required
Coffee Shop
Retail
TOTAL:
556 SF
14,444 SF
15,000 SF
I spaces per 500 SF of GFA
I spaces per 500 sf of GFA
TOTAL:
I
29
30
A. TOTAL PARKING CODE REQUIREMENT
30
B. TOTAL OFF - STREET PARKING PROVIDED
30
C. PARKING SURPLUS /DEFICIENCY ( + / -) (B —A)
0
20 Source: City of Seal Beach Municipal Code Chapter 11.4.20.015..4.2 Required Parking —,lain Street Specific Plan District.
LINScoTT, LAw & GREENSPAN, engineers 33 LLG Ref. 2 -13 -3368
Main & PCH Mixed -Use Center Project, Seal Beach
N133M1 133368 Man & I H Nixed -L'se C'enlec Sed Hexhl epon13368 Mvin & PCH Mixed -Ihe Curter TIA 9 14-16 doe
TABLE 11 -2
CITY CODE PARKING REQUIREMENT (RETAIL PLUS OFFICE)
Land Use
Size
City of Carson
Code Parkin Ratio'
Spaces
Required
Coffee Shop
Retail
Office
TOTAL:
556 SF
11,882 SF
2,562 SF
15,000 SF
1 spaces per 500 sf of GFA
I spaces per 500 sf of GFA
I spaces per 300 sf of GFA
TOTAL:
1
24
9
34
A. TOTAL PARKING CODE REQUIREMENT
34
B. TOTAL OFF - STREET PARKING PROVIDED
30
C. PARKING SURPLUS /DEFICIENCY ( + / -) (B —A)
-4
D. ON- STREET PARKING ALONG PROJECT FRONTAGE
7
E. PARKING SURPLUS/DEFICIENCY ( + / -) (D —C)
3
xl Source: City of Seal Beach Municipal Code Chapter 11.4.20.015.A.2 Required Parking —Main Street Specific Plan District.
r
LMSCOTT, LAW & GREENSPAN, engineers 34 LLG Ref 2 -13 -3368
Main & PCH Mixed -Use Center Project, Seal Beach
133M2133369 -.Main & PCH Nixed -Use Center, Seal aeachUtepon0368 Main & PCn Mixed. Use Center TI A 9 -W -16 doc
SCALE: 1 " -50'
FIGURE 11 -1
CONCEPTUAL ON- STREET PARKING LAYOUT
MAIN & PCH MIXED -USE CENTER, SEAL BEACH
12.0 PROJECT SPECIFIC IMPROVEMENTS
The following improvements are recommended in conjunction with development of the proposed
Project to enhance site access /circulation and provide additional parking along Main Street for the
general public, inclusive of customers of the proposed mixed -use building.
❑ No. 2 — Main Street /Bolsa Avenue at Pacific Coast Highway: Subject to the review and
approval of Caltrans and /or the City of Seal Beach, modify existing traffic signal accordingly to
allow U -tum movements from the westbound left -turn lane on Pacific Coast Highway. As shown
in Figure 10 -1, the removal of the current U -turn restriction will require the replacement of a
mast arm mount sign and installation of a minimum of 25 feet of red curb on Pacific Coast
Highway.
Additionally, restripe northbound Main Street and provide additional angled on- street parking
spaces via the removal of the existing northbound right -turn lane on Main Street at Pacific Coast
Highway. As shown in Figure 11 -1, up to 12 additional angled spaces on- street are provided by
the enhancement, of which 7 are located along Project frontage and 5 are located along the Bay
Theatre frontage. The removal of the northbound right -turn lane will have minimal impact of the
operating condition of Main Street/Bolsa Avenue at Pacific Coast Highway as this intersection is
forecast to continue operate at LOS D or better during the AM peak hour and PM peak hour.
LMscotr, Lnw& GREEnspaw, engineers 35 LLG Ref: 2 -13 -3368
Main & PCH Mixed -Use Center Projccl, Seal Beach
V_U100a] 33368 - Main & PCH Mixed -USC Comer, Sed BeaehlRepon0368 Mdn & PCH Mixed Use Cerdcr 1 JA 9.14.16 doc
13.0 CONGESTION MANAGEMENT PROGRAM (CMP) COMPLIANCE ASSESSMENT
This analysis is consistent with the requirements and procedures outlined in the current Orange
County Congestion Management Program (CMP). The CMP requires that a traffic impact analysis
be conducted for any project generating 2,400 or more daily trips, or 1,600 or more daily trips for
projects that directly access the CMP Highway System (HS). Per the CMP guidelines, this number
is based on the desire to analyze any impacts that will be 3.0% or more of the existing CMP highway
system facilities' capacity.
However, as noted in this traffic study, the proposed Project is expected to generate no more than
762 daily trips, and thus does not meet the criteria required for a CMP traffic analysis. Therefore, it
is concluded that the proposed Project will not have any significant traffic impacts on the Congestion
Management Program Highway System of Orange County.
LlNscoT , LAw & GREENSPAN, engineers 36 LLG lief 2 -13 -3368
Main & PCH Mixed -Use Center Project, Seal Beach
N.WWC13336N- Win &PCH\4 re Use Rmeq SW BrachUk, prtUd68Vom & PCHMI.d.U'se CIIIl TIA 414.1s&,
APPENDIX A
TRAFFIC STUDY SCOPE OF WORK
LINScou, LAw 8 GREENSPAN, engineers LLG Ref. 2 -13- 3368 -1
Main & PCH Mixed -Use Center, Seal Beach
MEMORANDUM
To: Mr. Michael Ho, P.E., City Engineer Date: April 5, 2013
City of Seal Beach
From: Richard E. Barretto, P.E., Princi al // LLG e 2.
Linscott, Law & Greenspan, Eng � 'S,56�
Subject TIA Scope of Work— Main & PCH Mixed -Use Center Project
Seal Beach, California
As a follow -up to our telephone discussions on Tuesday, March 26, 2013, which
included Jim Basham, Law & Greenspan, Engineers (LLG) is pleased to submit the
following Traffic Study Scope of Work for the proposed Main & PCH Mixed -Use
Center Project for your review and approval.
Traffic Studv Scone of Work
Engineers 8 Planners
Tta4tie
Transportation
Parking
Utiscott Law 8
Greenspan. Engineers
2 Executive Circle
Suite 250
Irvine, CA 92814
949.825,6175 5
94984AI73 r
ronvr.Ilgengineers com
The Traffic Impact Analysis Report for the proposed Main & PCH Mixed -Use Center Pasadena
Irv6ce
Project will be prepared according to City of Seal Beach Traffic Impact Study San Diego
Guidelines dated March 2010 and in consideration of the traffic requirements of the woodland Hips
most current Congestion Management Program (CMP) for Orange County.
A. Project Location: The project site is located at 350 Main Street which is on the
southeast corner of Main Street and Pacific Coast Highway in the City of Seal
Beach, California. See the attached Figure 1 -1, a Vicinity Map that illustrates the
general location of the Project and surrounding street system. Figure 2 -1 is an
existing aerial photograph of the Project site.
B. Project Description: The Project site is now currently vacant; however the
subject property was previously developed with a Chevron service station that
had eight (8) vehicle fueling positions and four (4) service bays. The proposed
Main & PCH Mixed -Use Center Project will consist of a two story 15,000 square -
foot (SF) building. Based on information provided by the project applicant, Main
& PCH, LLC, the Project's mix of uses will include a 556 SF of coffee shop and
14,444 SF of retail /commercial uses consisting of 11,882 SF of retail use and /or
2,562 SF of office use or 14,444 SF of retail- oriented uses to include artist,
photographer and sculptor studios as permitted in the Main Street Specife Plan,
City of Seal Beach, dated July 1996; no restaurant / food uses, other than the
coffee shop, are proposed at this time.
Parking for the Project will be provided via a 30 -space parking structure. Access
to the site is provided via an alley way which has right -turn in /out only access
along Pacific Coast Highway and also connects to another alley way which has
V_93W2133368- Main & PCH Missal Use Center, Seal BeroldLaners0368- Main & PCH 611xed -Ls Ccno,r CA Scope of Work 4-5 13.dea
Mr. Michael He
April 5, 2013
Page 2
direct access to Main Street and 1 Oth Street. Figures 2 -2 illustrates the preliminary
site plan for the proposed Project.
C. Project Study Area: The following five (5) key study intersections have been
selected for evaluation.
Key Study intersections
I. Pacific Coast Highway at I" Street 4. Main St at Electric Ave
L Pacific Coast Highway at Main SUBolsa Ave 5. Seal Beach Blvd at Balsa Ave
3. Pacific Coast Highway at Seal Beach Blvd
D. Traffic Counts: As discussed, traffic counts have been conducted on Thursday,
March 28, 2013 during the morning peak period (7:00 AM — 9:00 AM) and
evening peak period (4:00 PM — 6:00 PM) at the aforementioned five (5) key
study intersections.
E. Project Traffic Generation: The trip generation potential of the proposed Project
will be estimated using the average rates for ITE Land Use 710: General Office
Building, ITE Land Use 820: Shopping Center and ITE Land Use: 936 Coffee
Shop without Drive - Through published in the Trip Generation, 9th Edition,
Institute of Transportation Engineers (ITE), Washington, D.C. (2012).
Given the prior use recently closed, a comparison to the previous land use's trip
generation potential has been estimated using the average trips rates for ITE 944:
Gasoline /Service Station. Table I presents the ITE rates used in forecasting the
vehicular trips.
In combination with Table 1, the upper half of Table 2 summarizes the trip
generation potential for the Previous Land Use. The trip generation potential,
totals 782 daily trips, with 41 trips (21 inbound, 20 outbound) during the AM
peak hour and 64 trips (32 inbound, 32 outbound) during the PM peak hour.
A review of lower portion of Table 2 shows the trip generation forecast for the
Project. As shown, the proposed Project, assuming a mix of retail /office /coffee
hour, is forecast to generation 691 daily trips, with 44 trips (25 inbound, 19
outbound) produced in the AM peak hour and 45 trips (21 inbound, 24 outbound)
produced in the PM peak hour.
Comparison of the trips generated by the proposed Project to the trips generated by
the Previous Land Use shows that the proposed Project overall generates less traffic
Mr. Michael Ho
April 5, 2013
Page 3
than the prior gas station use, with 91 fewer daily trips, 3 more AM peak hour trips
and 20 fewer PM peak hour trips.
For the purposes of this study the entitled "trip credit" was not applied in our
analysis since the site is currently vacant. Therefore, the forecast Project trips
(i.e., 44 AM trips and 45 PM trips) were used to evaluate the Project's potential
traffic impacts. However, the impact of the prior gas station, assuming full
operations, will be assessed and compared to that of the proposed Project.
F. Project Trip Distribution Pattern: Project traffic volumes both entering and
exiting the site have been distributed and assigned to the adjacent street system
based on the following considerations:
• location of site access points in relation to the surrounding street system,
• the site's proximity to major traffic carriers and regional access routes,
• physical characteristics of the circulation system such as lane
channelization and presence of traffic signals that affect travel patterns,
• presence of traffic congestion in the surrounding vicinity,
• turn restrictions at adjacent intersections; and
• input from City staff.
See attached Figure 3.
G. Project Completion Year Background Traffic:
• Ambient Growth Rate: 1.0% per year to Year 2015/2016 subject to
confirmation of the project applicant.
• Cumulative Projects — Cumulative projects have been researched at the City
of Seal Beach and Long Beach. Tables 3 and 4 presents the two cumulative
projects located in the City of Seal Beach that will be included as part of
cumulative condition; there are no related projects within the City of Long
Beach.
H. Analysis Scenarios:
Exislin2 Year
(a) Existing traffic;
(b) Existing plus Project traffic;
(c) Traffic in (b), with mitigation if necessary;
For comparison purposes, Existing Plus Gas Station traffic will be calculated
as well.
Mr. Michael Ho
April 5, 2013
Page 4
Project Completion Year
(d) Opening Year Cumulative Traffic Conditions (Existing plus Ambient
Growth plus Related Projects);
(e) Traffic in (d) plus proposed project traffic;
(f) Traffic in (e), with mitigation if necessary;
The LOS calculations will be based on the Intersection Capacity Utilization (ICU)
methodology for signalized intersections and the Highway Capacity Manual
(HCM) methodology for unsignalized intersections. The Project's potential
impacts will be based on City of Seal Beach significant impact criteria and
Orange County CMP requirements.
It should be noted that the three intersections located along Pacific Coast
Highway will also be evaluated using the HCM signalized methodology per
Caltrans requirements.
I. Other Issues:
• Evaluate Site Access and Internal Circulation, inclusive circulation within the
proposed parking structure.
• Assess potential construction of angled on- street parking along the project
frontage on Main Street in place of the existing right -turn lane.
• Project Parking Requirements using current parking requirements as
documented in the Main Street Specific Plan, City of Seal Beach, dated July
1996.
Mr. Michael Flo
April 5, 2013
Page 5
We appreciate the opportunity to provide this scope of work. Should you have any
questions, please call us at (949) 825 -6175. Thank you.
Recommended by:
Ing 7 % 1;
Consultant's Representative
Approved by:
City of Seal Beach
Jim Basham, Director of Community Development
Shane Green, P.E., Transportation Engineer 111, LLG
File
4/5/2013
Date
Date
Mr. Michael Ho
April 5, 2013
Page 6
TABLE 1
PROJECT TRAFFIC GENERATION RATES'
ITE Land Use Code
Daily
2 -Way
AM Peak Hour
PM Peak Hour
Enter
Exit
Total
Enter
Exit
Total
• ITE 710: General Office
(TE /1,000 SF)
11.03
88%
12%
1.56
17%
83%
1.49
• ITE 820: Shopping Center
(TE /1,000 SF)
42.7
62%
38%
0.96
48%
52%
3.71
• ITE 936: Coffee Shop without Drive - Through
745.652
51%
49%
108.38
50%
50%
40.75
(TE /1,000 SF)
• ITE 944: Gasoline /Service Station
168.56
51%
49%
12.16
50%
50%
13.87
(TE /Fueling Position)
Notes
TF11,000 SF =Trip ends per 1,000 square feet of development
Source: Trip Generation Manual, 9ih Edition, Institute of Transportation Engineers (ITE),
Washington, D.C. (2012).
No data is provided for Daily rates. Therefore, the Daily rate was assumed to be equal to the
average between the AM and PM peak hour multiplied by a factor of 10.
Mr. Michael Ho
April 5, 2013
Page 7
TABLE 2
PROJECT TRAFFIC GENERATION FORECAST
Pass -by trips are trips made as intermediate stops on the way from an origin to a primary trip
destination. Pass -by trips are attracted from traffic passing the site on adjacent streets (i.e. Pacific
Coast Highway and Main Street). The Trip Generation Manual, 9" Edition, Institute of
Transportation Engineers (ITE), Washington, D.C. (2012), Volume 1: User's Guide and
Handbook recommends a pass -by reduction factor of 58% for the AM peak hour and 42% for the
PM peak hour. The Daily pass -by percentage was estimated to be 42 %.
Per ITE Handbook, the Daily pass -by reduction for a Coffee /Espresso Stand with drive - through
window service is 89 %. To provide a conservative estimate, a pass -by reduction factor of 50%
was used for the Project on a Daily and AM and PM peak hour basis.
Per ITE Handbook the PM peak hour pass -by reduction factor of 34% was used. The Daily and
AM peak hour pass -by percentage was estimated to be 10 %.
Daily
AM Peak Hour
PM Peak Hour
Enter
Exit
Total
Enter
Exit
Total
Project Description
2 -Way
Previous (Existine) Land Use Development
1,348
49
48
97
56
55
111
• Chevron Gas- Station (8 fueling positions)
Pass -By Reduction
-566
-28
-28
-56
-24
-23
-47
Previous Land Use "Net" Trip Generation
782
21
20
41
32
32
64
Proposed Project
• Coffee Shop (556 SF)
415
31
29
60
12
11
23
Pass -By Reduction"
-208
-16
-14
-30
-6
-5
-11
Subtotal
207
15
15
30
6
6
12
• Retail (11,882 SF)
507
7
4
11
21
23
44
Pass -By Reductions
-51
-1
0
-1
-7
-8
-15
Subtotal
456
6
4
10
14
15
29
• Office (2,562 SF)
28
4
0
4
1
3
4
Proposed Project `Net" Trip Generation
691
25
19
44
21
24
45
Net Difference Trip Generation Forecast
-91
4
-1
3
-I1
-9
-20
Proposed Project vs. Previous Land Use
Pass -by trips are trips made as intermediate stops on the way from an origin to a primary trip
destination. Pass -by trips are attracted from traffic passing the site on adjacent streets (i.e. Pacific
Coast Highway and Main Street). The Trip Generation Manual, 9" Edition, Institute of
Transportation Engineers (ITE), Washington, D.C. (2012), Volume 1: User's Guide and
Handbook recommends a pass -by reduction factor of 58% for the AM peak hour and 42% for the
PM peak hour. The Daily pass -by percentage was estimated to be 42 %.
Per ITE Handbook, the Daily pass -by reduction for a Coffee /Espresso Stand with drive - through
window service is 89 %. To provide a conservative estimate, a pass -by reduction factor of 50%
was used for the Project on a Daily and AM and PM peak hour basis.
Per ITE Handbook the PM peak hour pass -by reduction factor of 34% was used. The Daily and
AM peak hour pass -by percentage was estimated to be 10 %.
Mr. Michael Ho
April 5, 2013
Page 8
TABLE 3
LOCATION AND DESCRIPTION OF RELATED PROJECTS6
No.
Cumulative Project
Location /Address
Description
City of Seat Beach Development
South of Marina Drive, east of the San
48 single family DU and 6.4 acres of
Ocean Place Residential
I.
Gabriel River Channel, west of I
Project
Street
neighborhood park
Demolition of 2,800 SF of retail and construction
2.
8'" Street Medical
8`h Street and Pacific Coast Highway
of 4,470 SF of medical office
6 Source'. City otSeal Beach Planning Department.
Mr. Michael Ho
April 5, 2013
Page 9
TABLE 4
RELATED PROJECTS TRAFFIC GENERATION FORECAST'
Source: Trip Generation, 91h Edition, Institute of Transportation Engineers, (I FE) [Washington. D C. (2012)] .
8 Source: Ocean Place Residential Project Tld prepared by LI.G, dated October 27, 2011_
AM Peak Hour
PM Peak Hour
Daily
Cumulative Project Description
Two Way
In
Out
Total
In
Out
Total
City of Seat Beach Development
561
13
34
47
36
21
57
1. Ocean Place Residential Projects
2. 8" Street Medical
162
8
3
11
5
13
18
Total Cumulative Projects
823
21
37
58
41
34
75
Trip Generation Potential
Source: Trip Generation, 91h Edition, Institute of Transportation Engineers, (I FE) [Washington. D C. (2012)] .
8 Source: Ocean Place Residential Project Tld prepared by LI.G, dated October 27, 2011_
®- STUDY INI RSECTION FIGURE 1 -1
N E :I = PROJECT SITE
NO SCALE
VICINITY MAP
MAIN & PCH MIXED -USE CENTER, SEAL BEACH
SOURCE: BING
KEY FIGURE 2 -1
[] = PROJECT
SITE
N NO SCALE
EXISTING AERIAL SITE PHOTOGRAPH
MAIN & PCH MIXED -USE CENTER, SEAL BEACH
O
Alley
'II -J:
7F
Main Street
SOURCE MAIN AND PCH LLC
Q). SCALE FIGURE 2-2
PROPOSED SITE PLAN
MAIN & PCH MIXED-USE CENTER, SEAL BEACH
s�
n
SZ v
y
0
59
BCLSA AVE O
F
n
OqS
v
2
o, Ss hkr � E
\' Og
�P 8
h
S
KEY FIGURE 3
®= SNDY INTERSECION
(TAO SCALE PROJECT SITE
PROJECT DISTRIBUTION PATTERN
MAIN & PCH MIXED -USE CENTER, SEAL BEACH
APPENDIX B
EXISTING TRAFFIC COUNT DATA
LiNscou, LAw 8 GREENSPAN, engineers LLG Ref. 2 -13- 3368 -1
Main & PCH Mixed -Use Center, Seal Beach
City: SEAL BEACH
N -S Direction: 1ST STREET
E -W Direction: PACIFIC COAST HIGHWAY
Transportation Studies, Inc.
2640 Walnut Avenue, Suite B
Tustin. CA, 92780
File Name : h1303039
Site Code : 00000562
Start Date : 3/28/2013
Page No : 1
— BREAK "'
04:00 PM
0
1ST STREET
0
PACIFIC COAST
353
1ST STREET
8
PACIFIC COAST
30
25
416
0
Southbound
04:15 PM
1
HIGHWAY
1
Northbound
344
4
HIGHWAY
1
29
22
390
0
795
04:30 PM
Westbound
0
0
0
Eastbound
5
10
Start Time
Ri hIT
ru
Left
Ri ht Thru
Left
Right] Thru I
Left
Right
I Thru I
Left
I Int Total
07:00 AM
5
0
0
0
0 325
3
2 0
51
11
296
1
689
07:15 AM
181
1
0
0
2 392
2
S 0
55
9
362
1
832
07:30 AM
393
2
0
1
1 409
1
8 0
48
14
362
1
847
07:45 AM
0
0
0
__ 0
2 415
3
17 0
38
11
376
2
864
Total
1
3
0
1
5 1541
9
35 0
192
45
1396
5
3232
08:00 AM
971
0
0
0
1 393
1
17 0
451
13
362
01
836
08:15 AM
444
1
0
D
4 408
1
1
9 0
39
1 17
334
0
813
08:30 AM
1421
1
0
0
0 362
4
10 0
40
15
287
1
720
08:45 AM
2
0
0
0 341
6
8 0
591
11
315
0
733
Total
0.2
4
0
01
5 1504
161
44 0
174 1
56
1298
1
1 3102
— BREAK "'
04:00 PM
0
0
0
0
353
5
8
0
30
25
416
0
837
04:15 PM
1
0
1
0
344
4
3
1
29
22
390
0
795
04:30 PM
0
0
0
0
372
5
10
0
31
22
465
1
906
04:45 PM
0
0
0
0
339
4
5
2
13
35
484
1
883
Total
1
0
1
0
1408
181
26
3
103
104
1755
21
3421
05.00 PM
1
1
2
1
393
7
13
0
24
30
513
1
986
05:15 PM
1
0
0
1
389
8
8
0
39
20
485
0
951
0530 PM
1
0
0
0
397
8
11
0
37
42
475
0
971
05:45 PM
0
0
0_
1
368
81
9
0
42
38
444
0
910
Total
3
1
2
3
1547
311
41
0
1421
130
1917
1
3818
Grand Total
11
1
4
13
6000
74
146
3
611
335
6366
9
13573
Apprch %
68.8
6.2
25
0.2
98.6
1.2
19.2
0.4
80.4
5
94.9
0.1
Total %
0.1
0
0
0.1
44.2
0.5
1.1
0
4.5
2.5
46.9
0.1
Aff
Transportation Studies, Luc.
2640 Walnut Avenue, Suite
Tustin, CA, 92780
City: SEAL BEACH
N -S Direction: 1ST STREET
E -W Direction: PACIFIC COAST HIGHWAY
File Name
: h1303039
Site Code
: 00000562
Start Date
: 312812013
Page No
: 2
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
P-1, Hm it fns Rmine of r17 1S A.
InL To al
07:15 AM
1ST STREET
Southbound
PACIFIC COAST HIGHWAY
Westbound
1ST STREET
Northbound
PACIFIC COAST HIGHWAY
Eastbound
Start Time
I Right l Thru I Left I App Tmai
I Right I Thru I Left I Apo Total
I Right Thru Left Aao Tow
I Right I Thru I Left I App Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
P-1, Hm it fns Rmine of r17 1S A.
InL To al
07:15 AM
1
0
0
1
2
392
2
396
8
0
55
63
9 362
1
372
832
07:30 AM
2
0
1
3
1
409
1
411
8
0
48
56
14 362
1
377
847
07:45 AM
0
0
0
0
2
415
3
420
17
0
38
55
11 376
2
389
864
08:00 AM
0
0
0
0
1
393
5
399
17
0
45
62
13 362
0
375
836
Total Volume
3
0
1
4
6
1609
11
1626
50
0
186
236
47 1462
4
1513
3379
App. Total
75
0
25
04
99
0.7
212
0
78.8
31 96.6
0.3
PHF
.375
.000
.250
.333
.750
.969
.550
.968
.735
.000
.845
.9371
.839 .972
.500
.912
1 .978
B -2
1 ST STREET
Out In Total
1V, 6 1 14
3 0 1
:R hl Thre Left
fT L�
Peak Hour Data
Peak Hour Begins at 0]_'15 A1vm
H -2 3y
O n
TUmino Movements
4l r
Lefl Thru Ri ht
186 0 50
58 236 294
Out In Total TRPFT
B -2
Transportation Studics, Inc
2640 Walnut Avenue- Suite If
Tustin, C.A. 92780
City: SEAL BEACH
N -S Direction: 1ST STREET
E -W Direction: PACIFIC COAST HIGHWAY
1ST STREET PACIFIC COAST HIGHWAY 1ST STREET
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hnur fnr Fntire Intersecfinn Renins at n5'no PM
File Name : h1303039
Site Code : 00000562
Start Date : 3/2812013
Page No :3
PACIFIC COAST
05:00 PM
1
1
2
4
1
393
7
401
13
0
24
37
30
513
1
544
986
05:15 PM
1
0
0
1
1
389
8
398
8
0
39
47
20
485
0
505
951
05:30 PM
1
0
0
1
0
397
8
405
11
0
37
48
42
475
0
517
971
05:45 PM
0
0
0
01
1
368
8
377
9
0
42
51
38
444
0
482
910
Total Volume
3
1
2
6
I 3
1547
31
1581
41
0
142
183
130
1917
1
2048
3818
Y. App.
50
16.7
33.3
02
97.8
2
224
0
77.6
6.3
93.6
0
PHF
.750
.250
.250
.3751
750
.974
.969
.976
.788
.000
.845
897
.774
.934
.250
.941
.968
1 ST STREET
Out In Total
[_� 6 l0
3 21
Right Thru Left
41 4
Peak Hour Data
�0 -
~ � j J North
i
O ml `k Peak Hour begins at 05:00 P 1 �^ —
F
U �m t
U uming Movemmis r
awn
~ F*
Left Th Q R d4
672 183 345
Out In Total
B -3
City: SEAL BEACH
N -S Direction: MAIN STREET
E -W Direction: PACIFIC COAST HIGHWAY
Transportation Studies, Inc.
2640 Walnut Avenue, Suite H
Tustin, CA_ 92780
Grnnnc Printod- Turninn M —&—nla
File Name : h1303040
Site Code :00003872
Start Date : 3/28/2013
Page No : 1
'" BREAK "'
04:00 PM
37
13
PACIFIC COAST
1
5
266
21
PACIFIC COAST
14
16
34
MAIN STREET
359
57
844
04:15 PM
MAIN STREET
42
13
2
1
349
24
27
15
HIGHWAY
16
348
68
942
04:30 PM
HIGHWAY
40
20
3
Southbound
4
287
10
21
Northbound
33
27
374
51
885
04:45 PM
23
10
4
Westbound
317
18
17
28
Eastbound
31
391
Start Time
Ri ht
Thru
Left
Right
Thru
Left
Ri ht
Thru
Lek
Ri ht
Thru
Left
Int. Total
07:00 AM
17
5
0
0
273
3
14
3
7
13
277
9
621
07:15 AM
24
12
1
1
356
8
8
6
10
11
386
15
838
07:30 AM
14
10
3
3
374
6
18
8
4
9
321
24
794
07:45 AM
25
15
0
1
374
7
19
19
12
14
349
37
872
Total
80
42
41
5
1377
24
59
36
33
47
1333
85
3125
08:00 AM
38
13
1
1
326
6
5
8
181
14
303
16
749
08:15 AM
35
20
2
2
371
12
17
16
14
12
315
11
827
08:30 AM
20
8
6
1
320
12
7
18
17
12
289
14
724
0845 AM
23
14
3.
4
356
8
7
8
17
24
332
30
826
Total
1 116
55
121
8
1373
381
36
50
661
62
1239
71
3126
'" BREAK "'
04:00 PM
37
13
6
1
5
266
21
14
16
34
16
359
57
844
04:15 PM
42
13
2
1
349
24
27
15
37
16
348
68
942
04:30 PM
40
20
3
4
287
10
21
15
33
27
374
51
885
04:45 PM
23
10
4
3
317
18
17
28
31
31
391
52
925
Total
1
142
56
151
13
1219
731
79
74
1351
90
1472
228
3596
29
13
13
2
28
5D4
67
1121
05:45 M
—152
20
16
12
1385
1001
64
69
100
98
1345
222
4027
Grand Total
496
226
47
40
5356
2351
238
221
334
297
5779
606
13875
Approh %
64.5
29.4
6.1
0.7
95.1
4.2
30
27.9
42.1
4.4
86.5
9.1
Total %
3.6
1.6
0.3
0.3
38.6
1.7
1.7
1.6
2 4
2.1
41.7
4.4
t-
Transportation Studies, Inc.
2640 Walnut Avenue, Suite Ii
Tustin, CA. 92780
City: SEAL BEACH
N -S Direction: MAIN STREET
E -W Direction: PACIFIC COAST HIGHWAY
File Name : h1303040
Site Code : 00003872
Start Date : 3/28/2013
Page No : 2
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Pnak Hnur fnr Pnfim Inf --firm fe—inc ar rt] 15 AAA
Inl Total
07:15 AM
MAIN STREET
Southbound
PACIFIC COAST HIGHWAY
I Westbound
MAIN STREET j
I Northbound
PACIFIC COAST HIGHWAY
Eastbound
Start Time
Right Thru I Left I naa. rotqi
Right Thru Left A .TOUT
Ri ht Thru Lefl TOIaI
Right Thru Left APU. tool.
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Pnak Hnur fnr Pnfim Inf --firm fe—inc ar rt] 15 AAA
Inl Total
07:15 AM
24
12
1
37
1
356
8
365
8
6
10
24
11
386
15
412
838
07:30 AM
14
10
3
27
3
374
6
383
18
8
4
30
9
321
24
354
794
07:45 AM
25
15
0
40
1
374
7
382
19
19
12
50
14
349
37
400
872
08:00 AM
38
13
1
52
1
326
6
333
5
8
18
31
14
303
16
333
749
Total Volume
101
50
5
1561
6
1430
27
1463
50
41
44
135
48
1359
92
1499
3253
% . Total
64.7
32.1
3.2
0.4
977
1.8
37
30.4
32.6
3.2
90.7
6.1
PHF
.664
.833
.417
.750
1 .500
.956
.844
.955
1 658
.539
.611
.675
.857
.880
.622
.910
I .933
MAIN STREET
Out In Total
U9 156 _205
101 50 5
aR T! nu Lefl
�I 11 L�
Peak Hour Data
>
2
Ica 2 �n
Oa c —� Peak Hour Begins at 07] S A f -2 0 5=
LLr Tum�MOVement m
�m
a
+, r
Left Tien Ri nt
44 41
L_
125 I F 260
Out In Total
wl
Transponation Studies, Inc.
2640 Walnut Avenue, Suite H
Tustin, CA. 92780
City: SEAL BEACH
N -S Direction: MAIN STREET
E -W Direction: PACIFIC COAST HIGHWAY
File Name : h1303040
Site Code : 00003872
Start Date : 3128/2013
Page No :3
_
MAIN STREET
Southbound
PACIFIC COAST HIGHWAY MAIN STREET
Westbound Northbound
PACIFIC COAST HIGHWAY
I Eastbound
I Start Time
I Right I Thru I Left I App, Total
Right I Thru I Left I App. TcAM Right I Thru I Left I Ago. Total
I Right I Thru I Left Aoo Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
Int Total
05:00 PM
28
18
1
47
2
340
24
1661
14
16
31
61
26
441
54
521
995
05:15 PM
47
17
3
67
3
375
29
407
13
13
22
48
28
504
67
599
1121
05:30 PM
52
18
8
78
7
305
23
335
18
13
19
50
19
446
37
502
965
0545 PM
31
20
4
55
2
367
24
393
19
19
28
66
25
344
64
433
947
Total Volume
158
73
16
247
14
1387
100
1501
64
61
100
225
98
1735
222
2055
4028
Ao .Total
64
29.6
6.5
0,9
92.4
6.7
28.4
27.1
444
4.8
84.4
10.8
1
PHF
1 .760
.913
.500
.792
.500
.925
.862
.922
1 .842
.803
.806
-852
.875
.861
.828
.858
.898
MAIN STREET
Out In Total
297 247
158 73 16
Right Thru Left
T 1 L'
Peak Hour Data
3 i on
0 °J North Lp
r
p
OQ �F Peak H., Begins at 0500 P �y
0 q min Mmem n
u�Pj, Wr
a F
T r
LeR Thru Ri ht
F 2711 1
225 F 4%
Out In Total
IM
City: SEAL BEACH
N -S Direction: BALBOA DR / 12TH ST
E -W Direction: PACIFIC COAST HIGHWAY
Transportation Studies. Inc.
2640 Walnut Avenue, Suite H
Tustin, CA, 92780
File Name : h1304116
Site Code : 00005163
Start Date : 4/10/2013
Page No : 1
08:00 AM
9
17
PACIFIC COAST
3
340
6
PACIFIC COAST
9
20
5
BALBOA DRIVE
5
780
08:15 AM
12TH STREET
9
5
1
366
5
10
6
15
HIGHWAY
326
10
766
08:30 AM
HIGHWAY
5
4
1
Southbound
5
8
8
Northbound
7
310
6
724
08:45 AM
6
3
14
Westbound
351
10
9
Eastbound
22
4
Start Time
Right Thru I
Left
Right I ThruT
Left
Ri ht I Thru
Left
Ri hl
Thru
Left
Int. Total
07:00 AM
1 4
8
1 365
2
6 7
19
3
315
0
731
07:15 AM
8 4
7
0 404
6
4 8
14
9
403
3
870
07:30 AM
6 5
8
3 397
5
7 33
17
6
351
21
859
07:45 AM
11 13
10
0 323
10
8 9
16
5
353
6
764
Total
26 26
33
4 1489
23
25 57
66
23
1422
30
3224
08:00 AM
9
17
11
3
340
6
13
9
20
5
342
5
780
08:15 AM
6
9
5
1
366
5
10
6
15
7
326
10
766
08:30 AM
3
5
4
1
348
5
8
8
19
7
310
6
724
08:45 AM
6
3
14
4
351
10
9
12
22
4
241
4
680
Total 1
24
34
34
9
1405
26
40
35
76
23
1219
25
2950
BREAK —
04:00 PM
0
11
12
3
308
2
14
14
16
11
330
19
740
04:15 PM
7
19
8
8
315
3
13
8
16
9
384
10
800
04:30 PM
10
7
10
3
315
7
9
13
23
8
390
15
810
04:45 PM
8
15
17
4
340
7
7
8
19
7
439
13
884
Total
25
52
47
18
1278
191
43
43
74
35
1543
57
3234
05:00 PM
2
16
18
5
345
10
7
18
11
11
396
19
858
05:15 PM
6
19
13
5
365
4
13
11
17
14
481
12
960
05:30 PM
10
14
16
5
374
8
10
7
21
22
486
22
995
05:45 PM
5
15
11
2
389
16
8
14
17
15
481
13
986
Total
23
64
58
17
1473
381
38
50
661
62
1844
661
3799
Grand Total
98,
176
172
48
5645
106
146
185
282
143
6028
178
13207
Apprch%
22
39.5
38.6
0.8
97.3
1.8
218
30.2
46
2.3
94.9
2.8
Total %
0.7
1.3
1.3
0.4
42.7
0.8
11
1.4
2.1
1.1
45.6
1.3
13-7
Trmaponution Studies, Inc.
2640 W91nut Avenue, Suite H
Tustin, CA. 92780
City: SEAL BEACH
N -S Direction: BALBOA DR / 127H ST
E -W Direction: PACIFIC COAST HIGHWAY
File Name : h1304116
Site Code :00005163
Start Date : 4/10/2013
Page No :2
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 0715 AM
Inl. Total
07:15 AM
BALBOA DRIVE
Southbound
PACIFIC COAST HIGHWAY
I Westbound
12TH STREET
Northbound
PACIFIC COAST HIGHWAY
Eastbound
Start Time
I Right I Thru I Left I APO. Taal
I Right I Thru I Left I APP. Toia
I Right I Thru I Left APP Tolal
R "ght Thru Left APP Tm�
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 0715 AM
Inl. Total
07:15 AM
8
4
1
19
0
404
6
410
4
8
14
26
9
403
3
415
870
07:30 AM
6
5
8
19
3
397
5
405
7
33
17
57
6
351
21
378
859
07:45 AM
11
13
10
34
0
323
10
333
8
9
16
33
5
353
6
364
764
08:00 AM
9
17
11
37
3
340
6
349
13
9
20
42
5
342
5
352
780
Total Volume
34
39
36
109
6
1464
27
1497
32
59
67
158
25
1449
35
1509
3273
App, Total
31.2
35.8
33
0.4
97.8
1.8
20.3
37.3
42.4
1.7
96
2.3
PHF
1 .773
.574
.818
.736
1 .500
.906
.675
.913
.615
.447
.838
.693
.694
_899
.417
.909
1 .941
BALBOA DRIVE
Out In — Total
100 109 t 2091
34 39 36
R In Tht, Lleft
:fl N
Peak Hour Data
<oo �_ on
A
0 v� North
v F —i Peak Hour B:ginn :107:15 A 4 3 y
O
41 T r
Left Thru RI ht
67 59 32
911 158 249
Out In Total
MU
Transportation Studies, Inc.
2640 Walnut Avenue, Suite H
Tustin, CA. 92780
City: SEAL BEACH
N -S Direction: BALBOA DR / 12TH ST
E -W Direction: PACIFIC COAST HIGHWAY
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
File Name : h1304116
Site Code :00005163
Start Date :4/10/2013
Page No :3
COAST HIGHWAY
05:00 PM
2
16
18
36
5
345
10
360
7
18
11
36
11
396
19
426
858
05:15 PM
6
19
13
38
5
365
4
374
13
11
17
41
14
481
12
507
960
05:30 PM
10
14
16
40
5
374
8
387
10
7
21
38
22
486
22
530
995
05:45 PM
5
15
11
31
2
389
16
407
8
14
17
39
15
481
13
509
986
Total Volume
23
64
58
145
17
1473
38
1528
1 38
50
66
154
62
1844
66
1972
3799
APP. Total
15.9
44.1
40
1.1
96.4
2.5
247
32.5
42.9
3.1
93.5
13
PHF
.575
.842
.806
.906
1 .850
.947
.594
.939
1 .731
.694
.786
.939
.705
.949
.750
.930
.955
Out In Total
1331 F 145 F 2781
23 64 58
Pig ut Thm Letl
Peak Hour Data
un
North
Peak Hour Begins'105:00 P
T min M
4, T r
Left Thru Ri ht
L@
64 154 316
Out In Total
M
City: SEAL BEACH
N -S Direction: SEAL BEACH BOULEVARD
E -W Direction: PACIFIC COAST HIGHWAY
'I ransportation Studies, Inc.
2640 Walnut Avenue, Suite H
Tustin, CA. 92780
rrmrna Printed- T1jrninn M —manta
File Name
: H1303041
Site Code
: 00003873
Start Date
: 3/28/2013
Page No
: 1
08 00A
SEAL BEACH
32
PACIFIC COAST
87
SEAL BEACH
3
PACIFIC COAST
34
3
5
BOULEVARD
29
HIGHWAY
08.15 AM
BOULEVARD
25
87
HIGHWAY
315
9
26
Southbound
7
Westbound
263
Northbound
947
0830 AM
Eastbound
21
55
Start Time
Right Th
13
Th_ Left
23
R ht
i
Ri hi
Thru
Left
Int. Total
07:00 AM
39 15
68
79 238
6
24 32
1
7
233
34
776
07:15 AM
34 9
82
93 351
1
18 36
3
3
313
29
972
07:30 AM
42 18
93
99 368
3
16 31
2
2
350
31
1055
07:45 AM
49 36
97
115 335
4
24 45
3
4
353
35
1100
Total
164 78
340
386 1292
14
82 144
9
16
1249
129
3903
08 00A
57
32
91
87
319
3
21
34
3
5
332
29
1013
08.15 AM
26
25
87
116
315
9
26
40
7
4
263
29
947
0830 AM
44
21
55
107
330
13
21
23
3
5
291
29
942
08:45 AM
47
23
66
80
292
8
16
36
7
7
230
26
838
Totals
174
101
299
390
1256
331
84
133
20 1
21
1116
1131
3740
"' BREAK —
04:00 PM
48
48
104
62
210
14
13
38
5
8
285
57
892
04:15 PM
58
35
76
85
315
17
27
22
5
4
321
54
1019
04:30 PM
39
44
97
74
257
11
20
32
6
7
322
50
959
04:45 PM
59
37
86
67
321
18
13
24
5
3
375
42
1050
Total 1
204
164
3631
26B
1103
601
73
116
21
22
1303
2031
3920
05:00 PM
59
43
111
69
278
18
22
40
5
7
388
39
1079
05:15 PM
61
36
107
77
352
22
16
32
0
9
412
45
1169
05:30 PM
60
52
95
54
276
17
26
30
5
9
357
61
1042
05:45 PM
68
28
85
65
341
18
24
30
1
12
416
48
1136
Total
248
159
398 1
265
1247
751
88
132
11
37
1573
193
4426
Grand Total
790
502
1400 1
1329
4898
1821
327
525
61
96
5241
638
15989
Apprch %
29.3
18.6
52
20.7
76.4
2.8
35.8
57.5
6.7
1.6
87.7
10.7
Total %
4.9
3.1
8.8
8.3
30.6
1.1
2
33
0.4
0.6
32.8
4
B -10
Transportation Studies, Inc.
2640 Walnut Avenue, Suite H
Tustin, CA. 92790
City: SEAL BEACH
N -S Direction: SEAL BEACH BOULEVARD
E -W Direction: PACIFIC COAST HIGHWAY
Peak Hour Analysis From 07:00 AM to 08.45 AM - Pe
P—k Hni v fnr Pntiro Inf[ fcArtinn Rcninc nt (1718 Ake
File Name
: H1303041
Site Code
: 00003873
Start Date
: 3/28/2013
Page No
: 2
BOULEVARD I PACIFIC COAST HIGHWAY
07:15 AM
34
9
82
125
93
351
1
445
18
36
3
57
3
313
29
345
972
07:30 AM
42
18
93
153
99
368
3
470
16
31
2
49
2
350
31
383
1055
0745 AM
49
36
97
182
115
335
4
454
24
45
3
72
4
353
35
392
1100
08:00 AM
57
32
91
180
87
319
3
409
21
34
3
58
5
332
29
366
1013
Total Volume
1 182
95
363
640
394
1373
11
1778
79
146
11
236
1 14
1348
124
1486
4140
--2j-App . Total
28.4
14.8
56.7
22.2
77.2
0.6
33.5
61.9
47
0.9
907
8.3
PHF
.798
.660
.936
.879
.857
.933
.688
.946
.823
.811
.917
.8191
.700
.955
.886
.948
.941
SEAL BEACH BOULEVARD
Out In Total
664 E 640 1304
1B2 95 3fi3
RR lht Tftm Left
1' I L.
Peak Hour Data
0 a- ry
_ 1 .°
�~ vJ Nom
S
r c _
Q r= —� Peak Hour Begins a1 W.15 A 4 -2
O
ur Tumin Movements rr�
e' ♦ m O
n- a —<
r
Left Tom Ri hl
11 146 79
120 236 1 356
Out In Toou
ME
Transpnnation Studies, Inc.
2640 Walnut Avenue, Suite H
Tustin, CA. 92780
City: SEAL BEACH
N -S Direction: SEAL BEACH BOULEVARD
E -W Direction: PACIFIC COAST HIGHWAY
File Name
: H1303041
Site Code
: 00003873
Start Date
: 3/28/2013
Page No
: 3
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
Int Total
05:00 PM
SEAL BEACH BOULEVARD
Southbound
I PACIFIC COAST HIGHWAY I SEAL BEACH BOULEVARD
Westbound Northbound
PACIFIC COAST HIGHWAY
Eastbound
Start Time
Right Thru Left .Total
Ri ht Thru Left MP. Tola Right Thru Left APP. Total
Right _ _ Thru I Left I An,_ Total _
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
Int Total
05:00 PM
59
43
111
213
69
278
18
365
22
40
5
67
1 7
388
39
434
1079
05:15 PM
61
36
107
204
77
352
22
451
16
32
0
481
9
412
45
466
1169
05:30 PM
60
52
95
207
54
276
17
347
26
30
5
61
9
357
61
427
1042
05:45 PM
68
28
85
181
65
341
18
424
24
30
1
55
12
416
48
476
1136
Total Volume
248
159
398
805
265
1247
75
1587
88
132
11
231
37
1573
193
1803
4426
°h Ao . Tolal
30.8
19.8
49 4
16.7
78.6
4.7
38.1
57.1
4.8
2.1
871
10.7
PHF
1 .912
764
.896
.945
.860
.886
.852
.880
1 846
.825
.550
.862
.771
.945
.791
9471
947
SEAL BEACH BOULEVARD
Out In Total
590 805 1395
248 159 398
in Thnn Left
J f.
I
Peak Hour Data
tt
North -
� � n
tiN
F —O TPueak i a
_y J
I90 y 2
�
<
VA
a m<
Len_ Thru_ Rght,
�11
2711 231 F 502
O t In Total
M
City: SEAL BEACH
N -S Direction: MAIN STREET
E -W Direction: ELECTRIC AVENUE
Transportation Studies, Inc.
2640 Walnut A, mw, Suite H
Tustin, CA. 92780
rr .un�arl.ded- T—in., u....o,.,o.,+�
File Name : h1303042
Site Code : 00005423
Start Date : 3/28/2013
Page No : 1
08:00 AM
MAIN STREET
23
ELECTRIC AVENUE
6
MAIN STREET
8
ELECTRIC AVENUE
23
4
2
Southbound
7
Westbound
108
Northbound
5
Eastbound
1
7
Start Time
Ri ht Thru
Left
Right Thru
Left
Right Thru
Left
Ri ht l Thru
Lefl
Int Total
07:00 AM
2 11
3
5 14
7
2 14
0
0 4
7
69
07:15 AM
4 16
1
3 8
7
1 17
3
3 7
5
75
07:30 AM
2 17
6
3 12
2
2 13
3
0 4
8
72
07:45 AM
6 15
6
7 11
6
2 16
5
3 9
9
95
Total
14 59
16
18 45
22
7 60
11
6 24
291
311
08:00 AM
3
23
8
6
12
8
3
23
4
2
9
7
108
08:15 AM
5
27
1
7
18
7
4
26
3
1
5
8
112
08:30 AM
7
17
3
12
8
7
4
26
2
4
8
11
109
08:45 AM
3
20
3
9
14
7
3
19
2
2
8
9
99
Total
18
87
151
34
52
291
14
94
11
9
30
351
428
BREAK "'
04:00 PM
8
33
7
13
13
10
1
33
1
2
8
8
137
04:15 PM
4
40
6
9
3
11
8
39
1
1
13
20
155
04.30 PM
6
34
4
6
19
9
2
32
1
2
16
10
141
04:45 PM
6
29
10
10
11
8
3
24
3
3
17
12
136
Total
24
136
271
38
46
381
14
128
61
8
54
501
569
05 30 PM
6
3
8
25
0
16
_ 05:4 PM
10
45 6
11
13
25
5
2
13
150
Total
27
173
171
36
68
281
15
110
81
14
51
331
580
Grand Total
83
455
75
126
211
1171
50
392
361
37
159
147
1888
Apprch %
13.5
74.2
12.2
27.8
46.5
25.8
10.5
82
7.5
10.8
46.4
42.9
Total °/
4.4
24.1
4
6.7
11.2
6.2
2.6
20.8
1.9
2
8.4
7.8
ME
Transportation Studics, Inc.
2640 Walnut Avenue, Suite H
Tustin, CA. 92780
City: SEAL BEACH
N -S Direction: MAIN STREET
E -W Direction: ELECTRIC AVENUE
File Name : h1303042
Site Code : 00005423
Start Date : 3/28/2013
Page No 2
MAIN STREET
Southbound
ELECTRIC AVENUE
I Westbound
MAIN STREET
Northbound
ELECTRIC AVENU�
I Eastbound
Start Time Right Thru Left j Asp Total
I Right I Thou I Left I Ago. Total
Rightl Thru Left Aw. To�el
Right Thru Leh npP. To1L
Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1
0-1, 14— fnr PmGo Inmre —u— Q—;. » nu -nn nun
Int. Total
08:00 AM
3
23
8
34
6
12
8
26
3
23
4
30
2
9
7
18
108
08:15 AM
5
27
1
33
7
18
7
32
4
26
3
33
1
5
8
14
112
08:30 AM
7
17
3
27
12
8
7
27
4
26
2
32
4
8
11
23
109
08:45 AM
3
20
3
26
9
14
7
30
3
19
2
24
2
8
9
19
99
Total Volume
18
87
15
120
34
52
29
115F
14
94
11
119
9
30
35
74
428
k App. Total
15
72.5
12.5
29.6
45.2
25.2
11 8
79
9.2
122
40.5
47.3
PHF
1 .643
.806
469
882
.722
.906
.898
.875
.904
.688
.902
.563
833
.795
.804
_..955
MAIN STREET
Out In Total
63 20 283
181 8] 15
7 nl Thin Let
I 4
Peak Hour Data
n
J�
zF� ��JJ Won Lp I
or
U i� —k Peak Hcku Beginsat0&00
L
c~i l— e'– Turnip Movem nls
o
ur 0 J �d
41 r
Left Th ru Ri h1
tt 94 14
25 119 244
Out In Total
B -14
Transportation Studies, Inc.
2640 Walnut Avenue, Suite H
Tustin, CA. 92780
City: SEAL BEACH
N -S Direction: MAIN STREET
E -W Direction: ELECTRIC AVENUE
File Name : h1303042
Site Code : 00005423
Start Date : 3/28/2013
Page No :3
MAIN STREET
f Southbound
ELECTRIC AVENUE
Westbound
MAIN STREET
Northbound
ELECTRIC AVENUE
I Eastbound
Start Time Right I Thru I Left I p Total
I Right I Thou
I Left ACG. TOWI
Right I Thr I Left I AM Tole!
I Right Thru I Left I A, T. I.1
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak i of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
' Int. Total
05:00 PM
6
47
4
57
7
9
9
25
5
30
3
38
2
15
4
21
141
05:15 PM
5
43
3
51
5
25
7
37
1
24
4
29
5
14
6
25
142
05:30 PM
6
38
4
48
13
21
8
42
4
25
0
29
2
16
10
28
147
05:45 PM
10
45
6
61
11
13
4
28
5
31
1
37
5
6
13
24
150
Total Volume
27
173
17
217
36
68
28
132
15
110
8
133
14
51
33
98
580
% App. Total
12.4
79.7
7.8
273
51.5
21.2
11.3
82.7
14.3
52
33.7
PHF
.675
920
.708
.889
1 .692
.680
.778
.786
.750
.887
.500
.875
.700
797
.635
.8751
.967
MAIN STREET
Out In Tatal
79 F-2-1-71 FSO
27 173 17
'iyht Th ru LL,
JJ
Peak Hour Data
In
�~ yJ I p �OIn
Z Nunn w J On
v W `� Peak Hour 13 ins at 05'00 PMT 4 —� - n
�^ t Tumina Mayg�e0 s�� 2 = m
w Z �=
u, o
�dm
T r
Lett Thru Ri M
215 1
Out In Total
MAIN
B -15
City: SEAL BEACH
N -S Direction: SEAL BEACH BOULEVARD
E -W Direction: BOLSA AVENUE
Transponation Studies, Inc.
2640 Walnut Avenue, Suite H
'Tustin, CA. 92760
Grouns Printed - Turning Movements
File Name
: h1303043
Site Code
: 00001944
Start Date
: 3/28/2013
Page No
1
— BREAK "'
04:00 PM
04:15 PM
04:30 PM
04:45 PM
SEAL BEACH
170
162
177
182
9
13
5
9
0
5
a
3
3
1
3
2
SEAL BEACH
6
5
2
6
136
155
150
115
3
7
3
4
11
8
4
8
3
3
0
5
54
33
25
36
459
446
436
434
Total
BOLSA AVENUE
691
36
16
BOLSA
AVENUE
19
556
171
BOULEVARD
11
1481
1775
05:00 PM
BOULEVARD
179
13
7
2
1
2
126
4
Westbound
3
33
433
05:15 PM
Eastbound
218
9
4
3
Southbound
6
154
5
6
Northbound
36
505
05:30 PM
55
169
Stag Time
Right Thru I
Left
Ri ht
Thru
Lek
Right
I Thru
Left
Right
Thru
Left
Int. Total
07:00 AM
30 88
3
11
4
5
2 135
2
7
4
32
323
07:15 AM
32 113
2
14
0
2
0 169
5
7
0
41
385
07:30 AM
41 151
1
7
3
7
0 169
1
27
0
50
457
07:45 AM
94 153
2
11
5
6
3 157
5
33
5
77
551
Total
197 505
8
43
12
20
5 630
13
74
9
200
1716
08:00 AM
36 124
6
15
0
2
3 186
0
22
0
71
465
08:15 AM
33 116
3
13
0
6
3 168
1
6
1
33
383
08:30 AM
25 132
4
9
2
4
1 147
4
8
1
35
372
0.8:45 AM
46 138
3
5
1
2
2 137
3
6
0
29
372
Total
1 140 510
161
42
3
141
9 638
81
2
1681
1592
— BREAK "'
04:00 PM
04:15 PM
04:30 PM
04:45 PM
61
52
55
60
170
162
177
182
9
13
5
9
0
5
a
3
3
1
3
2
3
2
4
4
6
5
2
6
136
155
150
115
3
7
3
4
11
8
4
8
3
3
0
5
54
33
25
36
459
446
436
434
Total
228
691
36
16
9
131
19
556
171
31
11
1481
1775
05:00 PM
58
179
13
7
2
1
2
126
4
5
3
33
433
05:15 PM
59
218
9
4
3
0
6
154
5
6
5
36
505
05:30 PM
55
169
8
6
2
3
2
123
2
5
2
36
413
0545 PM
53
188
6
6
1
2
2
149
3
13
5
41
469
Total
1 225
754
361
23
8
61
12
552
141
29
15
1461
1820
Grand Total
1 790
2460
96
124
32
531
45
2376
52
176
37
6621
6903
Apprch %
23.6
73.5
2.9
59.3
153
25.4
1.8
96.1
21
20.1
4,2
75.7
Total ° /
11.4
35.6
IA
1.8
0.5
0.8
0.7
34.4
0.8
2.5
0.5
9.6
City: SEAL BEACH
N -S Direction: SEAL BEACH BOULEVARD
E -W Direction: BOLSA AVENUE
Transportation Studies, Inc.
2640 Walnut Avenue, Suite II
Tustin, CA_ 92780
AVENUE I SEAL BEACH BOULEVARD
BOLSA
File Name : h1303043
Site Code :00001944
Start Date : 3/2812013
Page No : 2
07:15 AM
32
113
2
147
14
0
2
16
0
169
5
1741
7
0
41
481
385
07:30 AM
41
151
1
193
7
3
7
17
0
169
1
170
27
0
50
77
457
07:45 AM
94
153
2
249
11
5
6
22
3
157
5
165
33
5
77
115
551
08_00 AM
36
124
6
166
15
0
2
17
3
186
0
189
` 22
0
71
93
465
Total Volume
203
541
11
755
47
8
17
72
6
681
11
698
89
5
239
3331
1858
App. Total
26.9
71.7
1.5
65.3
11.1
23.6
0.9
97.6
1.6
26.7
1.5
71.8
PHF
.540
.884
.458
.758
1 .783
.400
.607
.818
1 .500
.915
-550
.923
.674
.250
.776
.7241
.843
SEAL BEACH BOULEVARD
Out In Total
F-!966!7755 E 1722
203 541
Right Tlim Left
4J ` L.
Peak Hour Data
�en o
m_A ? 9
z NoM a a
z J - r-
> J^ >
< Peak Hour Begins at 0:15 A 0 —� m �S Z
Tumin Movements
m 74' o m
�a
4, r
Left Thru Ri M
1 681 6
64] F 6-9-81 305
SFAI REACH Oul In n T%t
RIWA
Transportation Studies, Inc.
2640 Walnut Avenue, Suite H
Tustin, CA_ 92780
City: SEAL BEACH File Name : h1303043
N -S Direction: SEAL BEACH BOULEVARD Site Code : 00001944
E -W Direction: BOLSA AVENUE Start Date : 3/28/2013
Page No :3
SEAL BEACH BOULEVARD
Southbound
BOLSA AVENUE
I Westbound
SEAL BEACH BOULEVARD
I Nort hbound
BOLSA AVENUE
Eastbound
Start Time L Right I Thru I Left I App. Totai
I Right I ThruI Left I _App. mu,
I RlqhtL Thru I Left I App Tow,
Right I Thru I Leff I App. Tout
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire intersection Beans at 05:00 PM
lot Total
05:00 PM
58
179
13
250
7
2
1
10
2
126
4
132
5
3
33
41
433
05:15 PM
59
218
9
286
4
3
0
7
6
154
5
165
6
5
36
41
505
05:30 PM
55
169
8
232
6
2
3
11
2
123
2
127
5
2
36
43
413
05:45 PM
53
188
6
247
6
1
2
9
2
149
3
154
13
5
41
59
469
Total Volume
225
754
36
1015
23
8
6
37
12
552
14
578
29
15
146
190
1820
A. Total
22.2
74.3
3.5
62.2
21.6
16.2
2.1
95.5
2.4
15.3
7.9
76.8
PHF
.953
.865
.692
.887
.821
.667
.500
.841
.500
.896
.700
.876
-558
.750
.890
.805
.901
SEAL BEACH BOULEVARD
Out In Total
Lz] 1015 1736
225 750 36
Right Thni Left
1�f 4
Peak Hour Data
u
a 'r —� Peak Hour Begins a105:00 P �2
to
O. r� °`cam Tumine Movements
m MIL`°J•I� �ic i �9
T r
Left Thru R, or
12
789 578 1367
Out In Total Rot �FAI BEACH
RNK
APPENDIX C
INTERSECTION LEVEL OF SERVICE
CALCULATION WORKSHEETS
Lwscm, Lnw & GREENSPAN, engineers LLG Ref. 2 -13- 3368 -1
Main & PCH Mixed -Use Center, Seal Beach
PCH N "'1.1. .'',," D =dera, ,,
LINscou, LAw 8 GREENSPAN, engineers
APPENDIX C -1
EXISTING TRAFFIC CONDITIONS
LLG Ref 2 -13- 3368 -1
Main & PCH Mixed -Use Cenwr, Sea] Beach
et r%ll, b41, Cwl' Y. ,!nW.uopnr ' + =nR; plrtm +in 1.
AM Existing Wed Apr 17, 2013 11:56:04 Page 4 -1
AM Existing Conditions
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
--- ----- --------- - - - - -- ----------------------------------------
Level Of Service Computation Report
ICU l(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection #1 PCH at 1st Street
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.668
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 46 Level Of Service: B
Street Name: PCH 1st Street
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
-_---------- I --------------- II --------------- II -------------- II ---------- - - - - -
I
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 2 0 0 1 0 0 0 11 0 0
---- -------- I --- -- ------ - - - -II -------- II------ ---------- II---------- - - - - -
I
Volume Module:
Base Vol: 11 1609 6 4 1462 47 186 0 50 1 0 3
Growth Adj: 1.00 1.00 1_00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1_00 1.00
Initial Bse: 11 1609 6 4 1462 47 186 0 50 1 0 3
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVal: 0 0 0 0 0 D 0 0 0 0 0 0
Initial Fut: 11 1609 6 4 1462 47 186 0 50 1 0 3
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 11 1609 6 4 1462 47 186 0 50 1 0 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 11 1609 6 4 1462 47 186 0 50 1 0 3
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 11 1609 6 4 1462 47 186 0 50 _ 0 3
------------ --------------- II--------------- II--------------- II--------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 1.99 0.01 1.00 1.94 0.06 2.00 0.00 1.00 0.25 0.00 0.75
Final Sat.: 1600 3288 12 1600 3200 100 3200 0 1600 400 0 1200
------------ I --------------- II--------------- II--------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.01 0.49 0.50 0.00 0.46 0.47 0.06 0.00 0.03 0.00 0.00 0.00
Crit Moves: + # ** *Y #* * * ** * * **
Traffix 8.0.0715 (c) 2006 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -1
AM Existing Wed Apr 17, 2013 11:56:04 Page 5 -1
AM Existing Ccndi-icns
2.13.3368.1 Main s PCH Mixed -Use Center, Seal Beach
----------------------------------------------------------------
Level Of Service Computation Report
ICU 1(LOSS as Cycle Length o) Method (Future Volume Alternative)
Intersection #2 Main Street at PCH
Cycle (sec): 100 Critical Vol./Cap-(X): 0.663
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
OPtimal Cycle: 46 Level Of Service: B
Street Name: Main Street PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II --------------- II--------------- II ---------------
I
Control: Permitted Permitted Protected Protected
Rights: Include Ovl Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 - 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ --------------- II--------------- II------ --------- II----- ----- - - - - -
I
Volume Module:
Base Vol: 44 41 50 5 50 101 92 1.359 48 27 1430 6
Growth Adj: 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bee: 44 41 50 5 50 101 92 1359 48 27 1430 6
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVal: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 44 41 5C 5 50 1011 92 1359 48 27 1430 6
User Adj: 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00
PHF Volume: 44 41 50 5 50 101 92 1359 48 27 1430 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced 'Vol: 44 41 50 5 50 101 92 1359 48 27 1430 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVOlume: 44 41 50 5 50 101 92 1359 48 27 1430 6
OvlAdjVol: 3
---- --------------- II--------------- II--------------- II-- -------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 "_600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.0E 1.06 1.00 1.06 1.06 1.00 1.G6 1.06 1.00 1.03 1.00
Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.99 0.01
Final Sat.: 1600 1700 1700 1600 1700 1700 1600 3400 1700 1600 3287 13
------------ I --------------- II--------------- II--------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.03 0.02 0.03 0.00 0.03 0.06 0.06 0.40 0.03 0.02 0.44 0.45
Ov1Adj V /S: 0.00
Crit Moves: ** *+ * * ** * *** *k **
Traffix 8.0.0715 (c) 2008 Dowlina Assoc. Licensed zo LLG Costa Mesa, CA
C -2
AM Existing Wed Apr 17, 2013 11:56:04 Page 6 -1
AM Existing Conditions
2.13.3368.1. Main & PCH Mixed -Use Center, Seal Beach
_ -___ ___ _____ __ ____ ___ _ - -_ _- ___________-
Level Of Service Computation Report
ICU 1(LOSS as Cycle Length %) Method (Future Volume Alternative)
Tntersection #3 12th Street at Pacific Coast Highway
Cycle (sec): 100 Critical Voi. /Cap.(X): 0.703
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 50 Level Of Service: C
Street Name: 12th Street Pacific Coast Highway
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Permitted Protected Protected
Rights: Include include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 1 0 1 0 1 1 0 2 0 1 1 0 L 1 0
------------ I--------------- II--------------- 11--------------- II---------- - - - - -I
Volume Module:
Base Vol: 67 59 32 36 39 34 35 1449 25 2 "/ 1464 6
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1-00
initial Bse: 67 59 32 36 39 34 35 1449 25 27 1464 6
Added Vol: 0 0 0 0 0 0 0 0 0 C 0 0
PasserByVoi: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 67 59 32 36 39 34 35 1449 25 27 1464 6
User Adj: 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 67 59 32 36 39 34 35 1449 25 27 1464 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 67 59 32 36 39 34 35 1449 25 27 1464 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 67 59 32 36 39 34 35 1449 25 27 1464 6
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Saturation. Flow Module:
Sat /Lane: 1600 1600 1600 1600 160C 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.03 1.00
Lanes: 0.43 0.37 0.20 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.99 0.01
Final Sat.: 678 597 324 1600 1700 1700 1600 3400 1700 1600 3287 13
------------ I --------------- II--------------- II--------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.04 0.10 0.10 0.02 0.02 0.02 0.02 0.43 0.01 0.02 0.45 0.46
Crit Moves: * * ** * * ** * * ** * * **
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -3
AM Existing Wed Apr 17, 2013 11:56:04 Page 7 -1
AN, Existing Conditions
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection #4 Seal Beach Blvd at PCH
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.765
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 60 Level. Of Service: C
Sr_reet Name: Seal Reach Blvd PCII
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II--------------- II ---------------
i
Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Ovl
Min. Grecn: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 2 0 1 0 _ 1 0 2 0 1 1 0 2 0 1
------------ I --------------- II--------------- II--------------- II - - -- ----- - - - - -I
Volume Module:
Base Vol: 11 140' 79 363 95 182 124 1348 14 11 1373 394
Growth: Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: it 146 79 363 95 182 124 1348 14 11 1373 394
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Put: 11 146 79 363 95 182 124 1348 14 11 1373 394
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00
PEE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PF.F Volume: 11 146 79 363 95 182 124 1348 14 it 1373 394
Reduct Vol: 0 0 C 0 0 0 0 0 0 0 0 0
Reduced Vol: 11 146 79 363 95 182 124 1348 14 11 1373 394
PCE Adj: 1.000 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 11 146 79 363 95 182 124 1348 14 11 1373 394
Ov1AdjVol: 201
-I - -- ---- II--------------- II------- -------- II---------- - - - - -I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 160C 1-600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.05 1.00 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.06 1.06
Lanes: 1.00 1.30 0.70 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00
Final Sat.: 1600 2176 1124 3200 1700 1700 1600 3400 1700 1600 3400 1700
------------ I --------------- II--------------- II--- ------------ II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.01 0.07 0.07 0.11 0.06 0.11 0.08 0.40 0.01 0.01 0.40 0.23
0v1AdjV /S: 0.12
Crit Moves: * * ** * * ** * * +* *�°+
Tra°tix 8.0.0.715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -4
AM Existing Wed Apr 17, 2013 11:56:04 Page 8 -1
AM Existing Conditions
2.13.3368.1 Main 5 PCH Mixed -use Center, Seal Beach
- - - - --- --------------------------------------------------------
Level Of Service Computation Report
2000 HCM 4 -Way Stop Method (Future Volume Alternative)
Intersection #5 Main Street at Electric Ave
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.152
Less Time (sec): 0 Average Delay (sec /veh): 8.1
Optimal Cycle: 0 Level Of Service: A
Street Name: Main Street Electric Ave
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II--------------- II---------------
I
Control: Stop Sign Stop Sign Stop Sign Stop Sign
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 1! 0 0 0 0 11 0 0 0 0 11 0 0 0 0 1! 0 0
------------ --------------- II--------------- II------- -------- II---------- - -- - -
I
Volume Module:
Base Vol: 11 94 14 15 87 18 35 30 9 29 52 34
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 94 14 15 87 18 35 30 9 29 52 34
Added Vol: 0 0 0 C 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 11 94 14 15 87 18 35 30 9 29 52 34
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1._00 1.00
PHF Volume: 11 94 1-1-4 15 67 18 35 30 9 29 52 34
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 11 94 14 15 87 18 35 30 9 29 52 34
PCE Adj: 1..00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVOlume: 11 94 14 15 87 18 35 30 9 29 52 34
-- --- - - - - -- {--------------- Il - ----- 11--------- ------ 11 - -- - -- -I
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.09 0.79 C.12 0.12 0.73 0.15 0.47 0.41 0.12 0.25 0 -45 0.30
Final Sat.: 73 621 92 99 571. 1.18 354 303 91. 197 354 232
------------ I --------------- II---------------!--------------- II----- ----- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.15 0.15 0.15 0.15 0.15 0.15 0.10 0.10 0.10 0.15 0.15 0.15
Crit Moves: **** # # #* * *++ +YY*
Delay /Ven: 8.1 8.1 8.1 8.1 8.1 8.1 8.0 8.0 8.0 8.1 8.1. 8.1
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 8.1 8.1 8.1 3.1 8.1 8.i 8.0 8.0 8.0 6.1 3.1 8.1.
LOS by Move: A A A A A A A A A A A A
ApproachDel: 8.1 8.1 8.0 8.1
Delay Adj: 1..00 1.00 1.00 1.00
ApprAdj Del: 8.1 8.1 8.0 8.1
LOS by A.ppr: A A A A
AliWayAvgQ: 0.2 0.2 0 -2 0.2 0.2 0.2 0.1. 0.1 0.1 0.2 0.2 0.2
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -5
AM Existing Wed Apr 17, 2013 11:56:04 Page 9
AM Existing Conditions
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
---- --- --- - -- -- -- -------------------------------
Level. Of Service Computation Report
ICU 1(lioss as Cycle Length $) Method (Future Volume Alternative)
Intersection H6 Seal Beach Blvd at Bolsa Ave
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.434
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 30 Level Of Service: A
Street Name: Seal Beach Blvd Bolsa Ave
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II--------------- II--------------- II---------------
I
Control: Protected Protected Spilt Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 0 1 1 0 1 0 1
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 11 681 6 11 591 203 239 5 89 17 8 47
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 681 6 11 541 203 239 5 89 17 8 47
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 11 681 6 11 541 203 239 5 89 17 8 47
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PP.F Volume: 11 681 6 11 541 203 239 5 89 17 8 47
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 1.1 681 6 11 541 203 239 5 89 17 8 47
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 11 681 6 11 541 203 239 5 89 17 8 47
------------ --------------- II--------------- II--------------- II---------- - - -- -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.00 1.06 1.00 1.06 1.06
Lanes: 1.00 2.97 0.03 1.00 2.18 0.82 0.98 0.02 1.00 1.00 1.00 1.00
Final Sat.: 1600 4958 42 1600 3690 1310 1567 33 1700 1600 1700 1700
------------ I --------------- II--------------- II --------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.01 C.14 0.14 0.01 0.15 0.15 0.15 0.15 0.05 0.01 0.00 0.03
Crit Moves:
Traffix 8.0.071-5 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -6
PM Existing Wed Apr 17, 2013 11:56:39 Page 4 -1
PM Existing Conditions
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection 41 PCH at 1st Street
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.807
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 68 Level Of Service: D
Street Name: PCH lst Street
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------- - - - - -
I
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: i 0 1 1 0 1 0 1 1 0 2 0 0 1 0 0 0 11 0 0
--- I --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 31 1547 3 1 1917 i30 142 0 41 2 1 3
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 31 1547 3 1 1917 130 142 0 41 2 1 3
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 31 1547 3 1 1917 130 142 0 41 2 1 3
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00
PHF Volume: 31 1547 3 1 1917 130 142 0 41 2 1 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 31 1547 3 1 1917 130 142 0 41 2 1 3
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00
ELF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVOlume: 31 1547 3 1 1917 130 142 0 41 2 1 3
------------ --------------- II--------------- II-------------- -II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 i.99 0.01 1.00 1.87 0.13 2.00 0.00 1.00 0.33 0.17 0.50
Final Sat.: 1600 3294 6 1600 3097 203 3200 0 1600 533 267 800
------------ I --------------- II--------------- II--------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.02 0.47 0.48 0.00 0.62 0.64 0.04 0.00 0.03 0.00 0.00 0.00
Crit Moves
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -7
PM Existing Wed Apr 17, 2C13 11:56 :39 Page 5 -1
--- - - - - -- - -- -
PM Existing Conditions
2.13.3368.1 Main 6 PCH Mixed -Use Center, Seal Beach
Level. Of Service Computation Report
ICO 1(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection #2 Main Street at PCH
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.782
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 63 Level Of Service: C
Street Name: Main Street PCH
Approach: North Bound South Bound East Bound vilest Bound
Movement: L - T - R 1, - T - R L - T - R L - T - R
------------ --------------- 11--------------- II --------------- II---------------
I
Control: Permitted Permitted Protected Protected
Rights: Include Ovl Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 C 1 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 100 61 64 16 73 158 222 1735 98 100 1387 14
Growth Adi: 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 100 61 64 16 73 158 222 1735 98 100 1387 14
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserSyVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 100 61 64 16 73 158 222 1735 98 100 1367 14
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 100 6i 64 16 73 158 222 1735 98 100 1387 14
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 100 61 64 16 73 158 222 1735 98 100 1387 14
PCE Adj: 1_00 7..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00
FinalVolu_-ne: 100 61 64 16 73 158 222 1735 98 100 1387 14
OvlAdj VOl: 0
------------ --------------- II --------------- II --------------- II ---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.03 1.00
Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.98 0.02
Final Sat.: 1600 1700 1700 1600 1700 1700 1600 3400 1700 1600 3268 32
------------ I --------------- II--------------- II--------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol. /Sat: 0.06 0.04 0.04 0.01 0.04 0.09 0.14 0.51 0.066 0.06 0.42 0.44
Ov1Adj V /S: 0.00
Crit Moves: * * ** * * ** # * ** * * **
Tra££ix 8.0.0715 (c) 2008 Dowlinc Assoc. Licensed to LLG Costa -Mesa, CA
C -8
PM Existing Wed Apr 17, 2013 11:56:39 Page 6 -1
PM Existing Conditions
2.13.3368.1 Main 6 PCH Mixed -Use Center, Seal Beach
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection #3 12th Street at Pacific Coast Highway
Cycle (sec): 100 Critical Vo].. /Cap.(X): 0.799
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 66 Level Of Service: C
Street Name: 12th Street Pacific Coast Highway
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II--------------- II --------------- II---------------
I
Control: Permitted Permitted Protected Protected
Rights: Include include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 I! 0 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 66 50 38 58 64 23 66 1844 62 38 1473 17
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 66 50 38 58 64 23 66 1644 62 38 1473 17
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 66 SO 38 58 64 23 66 1844 62 38 1473 17
User Adi: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 66 50 38 58 64 23 66 1844 62 38 1473 17
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 66 50 38 58 64 23 66 1844 62 38 1473 17
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00
FinalVolume: 66 50 38 58 64 23 66 1.844 62 38 1473 17
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.03 1.00
Lanes: 0.43 0.32 0.25 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.98 0.02
Final Sat.: 686 519 395 1600 1700 1700 1600 3400 1700 1600 3263 37
------------ I --------------- li--------------- II--------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.04 0.10 0.10 0.04 0.04 0.01 0.04 0.54 0.04 0.02 0.45 0.47
Crit Moves:
Trzffix E.0.0715 (c) 2008 Dowling Assoc. Licensed to IILG Costa Mesa, CA
G9
PM Existing Wed Apr 17, 2013 11:56:39 Pace 7 -1
PM Existing Conditions
2.13.3366.1 Main 6 PCH Mixed -Use Center, Seal Beach
Level Of Service Computation Report
ICU, 1(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection 44 Seal Beach Blvd at PCH
Cycle (sec): 100 Critical Vol-/Cap-(X): 0.824
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 73 Level Of Service: D
Street Name: Seal Beach Blvd PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II--------------- II --------------- II ---------------
I
Control: Split Phase Split Phase Protected Protected
Rights: include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 2 0 1 0 1 1 0 2 0 1 1 0 2 0 1
--------------------------- II--------------- II--------------- 11---------- - - - - -I
Volume Module:
Base Vol: 11 132 88 398 159 248 193 1573 37 75 124 7 265
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 132 88 398 159 248 193 1573 37 75 1247 265
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 11 132 88 398 1.59 248 193 1573 37 75 1247 265
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 11 132 88 398 159 248 193 1573 37 75 1247 265
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 11 132 88 398 159 248 193 1573 37 75 1247 265
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolum.e: 11 132 88 398 159 248 193 1573 37 75 1247 265
Ov1Adj VoL 17
--------------II---------------II---------------II-------
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1_600 1600 1600 1600 1600
Adjustment: 1.00 1.05 1.00 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.06 1.06
Lanes: 1.00 1.20 0.80 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00
Final Sat.: 1600 2020 1280 3200 1700 1700 1600 3400 1700 1600 3400 1700
--------------- II---------------!--------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.01 0.07 0.07 0.12 0.09 0.15 0.12 0.46 0.02 0.05 0.37 0.16
Ov1AdjV /S: 0.01
Crit Moves: * * ** ** ** * * #k * * **
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -10
PM Existing Wed Apr 17, 2013 11:56:39 Page 8 -1
PM Existing Conditions
2- 13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
--------------------------------------------------------------------------------
Level Of Service Computation Report
2000 HCM 4 -Way Stop Method (Future Volume Alternative)
Intersection N5 Main Street at Electric Ave
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.285
Loss Time (sec): 0 Average Delay (sec /veh): 8.8
optimal Cycle: 0 Level Of Service: A
*+** k****+*****#*******+*** k}*****+*********}**** * * * * * * * * * * * * * * *k * * * * # * =k * }k* }kk
Street Name: Main Street Electric Ave
Approach: North Bound South Bound East Bound west Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II-!----- -------- II ---------------
I
Control: Stop Sign Stop Sign Stop Sign Stop Sign
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 0 i! 0 0 0 0 1! 0 0
------------ I --------------- II--------------- II------- -- - - -- - II- - - - --
Volume Module:
Base Vol: 8 110 15 17 173 27 33 51 14 28 68 36
Growth Adj: 1..00 1 -00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 8 110 15 17 173 27 33 51 14 28 68 36
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 8 1.10 15 17 173 27 33 51 14 28 68 36
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 8 110 15 17 173 27 33 51 14 28 68 36
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 8 110 15 17 173 27 33 51 14 28 68 36
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
F.inalVolume: 8 110 15 17 173 27 33 51 14 28 68 36
--------------- II--------------- II--------------- II---------- - - - - -
I
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I.00 1.00 1.00
Lanes: 0.06 0.83 0.11 0.08 0.80 0.12 0.34 0.52 0.14 0.21 0.52 0.27
Final Sat.: 44 610 83 60 607 95 234 362 99 152 370 196
--------------- II--------------- II--------------- II- --------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.18 0.18 0.18 0.28 0.28 0.28 0.14 0.14 0.14 0.19 0.18 0.18
Crit Moves: * * ** *+ ** * + *# } * **
Delay /Veh: 8.6 8.6 8.6 9.2 9.2 9.2 8.6 8.6 8.6 8.7 8.7 8.7
Delay Adj: 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 8.0 8.6 6.6 9.2 9.2 9.2 8.6 8.6 8.6 8.7 8.7 8.7
LOS by Move: A A A A A A A A A A A A
ApproachDel: 8.6 9.2 8.6 8.7
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 8.6 9.2 B.6 8.7
LOS by Anpr: A A A A
AllwayAVgQ: 0.2 0.2 0.2 0.4 0.4 0.4 0.1 0.1 0.1 0.2 0.2 0.2
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Ccsta Mesa, CA
C -II
PM Existing Wed Apr 17, 2013 11:56:39 Page 9 -1
PM Existing Conditions
2.13.3368.1 Main S PCH Mixed -Use Center, Seal Beach
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Lcss as Cycle Length s) Method (Future Volume Alternative)
Intersection k6 Seal Beach Blvd at Bolas Ave
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.427
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 30 Level Of Service: A
Street Name: Seal Beach Blvd Bolsa Ave
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ------ -- -- - - - - -
I
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 0 1 1 0 1 0 1
------------ I --------------- II--------------- II-------------- -II------ -- -- - - -- -
I
Volume Module:
Base Vol: 14 552 12 36 754 225 146 15 29 6 8 23
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 14 552 12 36 754 225 146 15 29 6 8 23
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 14 552 12 36 754 225 146 15 29 6 8 23
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1-00
PF.F Volume: 14 552 12 36 754 225 146 15 29 6 8 23
Reduct Vol: 0 0 0 0 0 G G 0 0 0 0 0
Reduced Vol: 14 552 12 36 754 225 146 15 29 6 8 23
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 14 552 12 36 754 225 146 15 29 6 8 23
------------ --------------- II--------------- II-- ------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.600
Adjustment: 1..00 1..04 1.00 1.00 1.05 1.00 1..00 1.00 1.06 1.00 1.06 1.06
Lanes: 1.00 2.94 0.06 1.00 2.31 0.69 0.91 0.09 1.00 1.00 1.00 1.00
Final Sat.: 1600 4898 102 1600 3897 1103 1451 149 1700 1600 1700 1700
------------ I --------------- II--------------- II--------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.01 0.11 0.12 0.02 0.19 0.20 0.10 0.10 0.02 0.00 0.00 0.01
Crit Moves: * * ** * * ** * * +* * * **
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Cosa Mesa, CA
C -12
LINscon, LAW$GREENSPAN, B gin28B
APPENDIX C -11
EXISTING PLUS GAS STATION TRAFFIC CONDITIONS
LLG Ref. 243- 3368 -1
Man & PCH Mixed -Use Center, Seal Bcach
�.N J". 11, W, c.'mxb R.",, ,x.,ao
RM Existing Plus Gas StatioMon Apr 29, 2013 15:05:36 Page 4 -1
AM Existing Plus Gas Station Conditions
2.1-3.3368.1 Main & PCH Mixed -Use Center, Seal Beach
--------- ---- ------- --- ------ ✓- -- -- ---- --------- -
-------- --- - --
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection #1 PCH at lst Street
*#**** w***#*****+****}**** 4**#**** k+* w*** w*+#}}** * * # * * * *# * * +w * # * * *
Cycle (sec): 100 Critical Vol./Cap-(X): 0.668
Loss Time (sec): io Average Delay (sec /veh): xxxxxx
Optimal Cycle: 46 Level Of Service: 8
Street Name: PCH 1st Street
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II-------------- II ------- -------- II ------ ---- - - - - - I
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 2 0 0 1 0 0 0 11 0 u^
------------ I --------------- II---------------'---- --- ----- --- II---------- - - - - -
I
Volume Module:
Base Vol: 11 1611 6 4 1464 47 186 0 50 1 0 3
Growth Adj: 1.00 1.00 1.00 1.00 l.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 1611 6 4 1464 47 186 0 50 1 0 3
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 11 1611 6 4 1464 47 186 0 50 1 0 3
User Adi: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 i.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 11 1611 6 4 1464 47 186 0 50 1 0 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 11 1611 6 4 1464 47 186 0 So 1 0 3
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 11 1611 6 4 1464 47 186 0 50 1 0 3
------------ --------------- II--------------- tl--------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1.600 1600 1600 1600 1600
Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 1.99 0.01 1.00 1.94 0.06 2.00 0.00 1.00 0.25 0.00 0.75
Final Sat.: 1600 3288 12 1600 3200 1.00 3200 0 1600 400 0 1200
------------ I --------------- II--------------- II--------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.01 0.49 0.51 0.00 0.46 0.47 0.06 0.00 0.03 0.00 0.00 0.00
Crlt Moves:
Traff_x 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -18
AM Existing Plus Gas StatioMon Apr 29, 2013 15:05:36 Pace 5 -1
AM Existing Plus Gas Station Conditions
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
-- --- -- - -- - -- ---
----------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Lencth %) Method (Future Volume Alternative)
Intersection #2 Main Street at PCH
++++** FF+ F***}*++ FF} F#+++ Fk+ FF+ F++*++*+*+ F* x+++ F+ ++ # }+# *FF *FF }k } # # + +F * # } # # + + } + }*
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.669
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 46 Level Of Service: B
S'-reet Name: Main Street PCH
Approach: Nor7h Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II--------------- II--------------- II ---------- - - - - -
I
Control: Permitted Permitted Protected Protected
Rights: Include Ov1 Include Include
Min. Green: 0 0 0 0 0 C 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
---------------- II--------------- II--- --------- --- il---------- - - - - -
I
Volume Module:
Base Vol: 58 44 50 8 50 101 92 1345 68 39 1422 6
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial. Bse: 58 44 50 8 50 101 92 1345 68 39 1422 6
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Put: 58 44 50 8 50 101 92 1345 68 39 1422 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
HE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 i.00 1.00 1.00
PHF Volume: 56 44 50 8 50 101 92 1345 68 39 1422 6
Reduct Vol: 0 0 C 0 0 0 0 0 C 0 0 0
Reduced Vol: 58 44 50 8 50 101 92 1345 6B 39 1422 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 58 44 50 8 50 101 92 1345 68 39 1422 6
OvlAdj VOl: 3
------------ ---------------!--------------- II----------- - - --II
Saturation Flow Module:
Sat /Lane: 16600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.06 1.066 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.03 1.00
Lanes: 1..00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.99 0.01
Final Sat.: 1600 1700 1700 1600 1700 1700 1600 3400 1700 1600 3287 13
--- I --------------- Ii--------------- II--------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.04 0.03 0.03 0.01 0.03 0.066 0.06 0.40 0.04 0.02 0.43 0.45
Ov1AdjV /S: 0.00
Crit Moves:
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C- 14
AM Existing Plus Gas StatioMon Apr 29, 2013 15:05:36 Page 6 -1
AM Existing Plus Gas Station Conditions
2.13.3368.1 Main & PCH Mixed -Use Center, Sea! Beach
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection 43 12Lh Street at Pacific Coast Highway
**}***** k************ ii****}**+*#**k Yr**}**** k+# Y* ** * * *k * + * * + * * * * * ** *+ * #k+ # * *Y + *#
Cycle (sec): 100 Critical Vol.. /Cap.(X): 0.704
Loss Time (sec): 10 Average Delay (s =_c /veh): xxxxxx
Optimal Cycle: 50 Level Of Service: C
Street Name: 12th Street Pacific Coast Highway
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 1 0 1. 0 1 1 0 2 0 1 1. 0 1 1 0
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 67 59 32 36 39 34 35 1453 25 27 1468 6
Growth Adj: 1.00 1.00 1.00 1.00 1.00 7..00 1..00 1.00 i.00 1.00 1.00 1.00
Initial Bse: 67 59 32 36 39 34 35 1453 25 27 1468 6
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Put: 67 59 32 36 39 34- 35 1453 25 27 1468 6
User Adj: 1.00 1.00 1.00 1.00 1.0C 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 67 59 32 30' 39 34 35 1453 25 27 1468 6
Reduct Vol.: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 67 59 32 36 39 34 35 1453 25 27 1468 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 67 59 32 36 39 34 35 1453 25 27 1468 6
--------------- II --------------- II--------------- II---------- - - - - -
I
Saturation_ Flow Module:
Sat /Lane: 1.600 1600 1.600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.06 1.06 1.0C 1.06 1.06 1.00 1.03 1.00
Lanes: 0.43 0,37 0.20 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.99 0.01
Final Sat.: 678 597 324 1600 1700 1700 1600 3400 1700 1600 3287 13
------------ I --------------- II--------------- II--------------- II--------- - - - ---
I
Capacity Analysis Module:
Vol /Sat: 0.04 0.10 0.10 0.02 0.02 0.02 0.02 0.43 0.01 0.02 0.45 0.46
Crit Moves: * * ** * *** + *+* ** **
+***#+++*******+*}}+********** k*++*+** k**+ YV**#++* ** * #} * # * **** * * *}* *- k **k**++ * +++
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LTG Costa Mesa, CA
C -15
SAM Existing Plus Gas StatioMon Apr 29, 2013 15:05:36 Page 7 -1
AM Existing Plus Gas Station Conditions
2.13.3368.1 Main 5 PCH Mixed -Use Center, Seal Beach
- -_ __ - - - -_ - ------- --- ------ - - - ---
Level Of Service Computation Report
ICU ].(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection #4 Seal Beach Blvd at PCH
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.766
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 60 Level Of Service: C
Street Name: Seal Beach Blvd PCH
Approach: North Bound South Bouna East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - _ - R
------------ I --------------- II--------------- II --------------- II---------------
I
Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 2 0 1 0 1 1 0 2 0 1 1 0 2 0 1
------------ I --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 1.1 146 79 363 95 182 124 1350 14 11 1375 394
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 146 79 363 95 182 124 1350 14 11 1375 394
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 11 146 79 363 95 182 124 1350 14 17, 1375 394
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7..00 1.00 1.00
PHF Volume: 11 146 79 363 95 182 124 1350 14 11 1375 394
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 11 146 79 363 95 132 124 1.350 14 11 1375 394
PCE Adj: 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1 -00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 11 146 79 363 95 182 124 1350 14 11 1375 394
Ov1Adj VOl: 201
------------ --------------- II--------------- II--------------- il---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1606 1600 1600 1600 1600 1600 1600 1600 1.600 1600 1600 1600
Adjustment: 1.00 1.05 1.00 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.06 1.06
Lanes: 1.00 1.30 0.70 2.00 1.00 1.00 1.00 2.00 1 -00 1.00 2.00 1.00
Final Sat.: 1.600 2176 1124 3200 1700 1700 1600 3400 1700 1600 3400 1700
------------ I --------------- II--------------- II--------------- II---------- - - - - -
i
Capacity Analysis Module:
Vol /Sat: C.01. 0.07 0.07 0.11 0.06 0.11 0.08 0.40 0.01. 0.01 0.40 0.23
Ov1Adj V /S: 0.12
Crit Moves: *+ ** **#+ . + +k +.+*
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -l6
AM Existing Plus Gas StatioMon Apr 29, 2013 15:05:36 Page 8 -1
AM Existing Plus Gas Station Conditions
2.13.3368.1 Main k PCH Mixed -Use Center, Seal Beach
Level Of Service Computation Report
2000 HCM 4 -Way Stop Method (Future Volume Alternative)
Intersection #5 Main Street at Electric Ave
Cycle (sec): 100 Critical. Vol.. /Cac.(X): 0.162
Loss Time (sec): 0 Average Delay (sec /veh): 8.2
Optimal Cycle: 0 Level Of Service: A
Street Name: Main Street Electric Ave
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II---------------! I--------------- II ---------- - - - - -
i
Control: Stop Sign Stop Sign Stop Sign Stop Sign
Rights: Include Include Include Include
Main. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 11 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 it 0 0
------------ I --------------- II--------------- II------------- -- II---------- - - - - -
I
Volume Module:
Base Vol: i1 97 14 17 90 20 37 30 9 29 52 36
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 97 14 17 90 20 37 30 9 29 52 36
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Put: it 97 14 17 90 20 37 30 9 29 52 36
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: it 97 14 17 90 20 37 30 9 29 52 36
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 11 97 14 17 90 20 37 30 9 29 52 36
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
M,LF Adj: 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 11 97 14 17 90 20 37 30 9 29 52 36
--------------------------- II--------------- II--------------- 11---------- - - - - -I
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.09 0.80 0.11 0.13 0.71 0.16 0.49 0.39 0.1.2 0.25 0.44 0.31
Final Sat.: 71 622 90 105 557 124 361 293 88 193 346 240
------------ I --------------- II --------------- II --------------- II ---------- - - - - -
'
Capacity Analysis Module:
Vol /Sat: 0.16 0.16 0.16 0.16 0.16 0.16 0.10 0.10 0.10 0.15 0.15 0.15
Crit Moves: * # *# ** ** ++ *+ + + #+
Delay /Veh: 8.2 8.2 8.2 8.2 8.2 8.2 8.1, 8.1 8.1 8.1 8.1 8.1
Delay Adj: 1.00 1.00 1.00 1.00 1.00 i_00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 8.2 8.2 8.2 8.2 8.2 8.2 8.1 8.1 8.1 8.1 8.1 8.1
LOS by Move: A A A A A A A A A A A A
AnproachDel: 8.2 6.2 8.1 6.1
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdj Del: 8.2 8.2 8.1 8.1
LOS by Appr: A A A A
Al1WayAvcQ: 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LTG Costa Mesa, CA
C -17
AM Existing Plus Gas StatioMon Apr 29, 2013 15:05:36 Page 9 -1
AM Existing Plus Gas Station Conditions
2.13.3368.1 Main 6 PCH Mixed -Use Center, Seal Beach
Level Of Service Computation Report
ICU 1(Loss
as Cycle Length
o) Method (Future
Volume
Alternative)
Intersection
#6 Seal
Beach Blvd
at
Balsa
Ave
Cycle (sec):
100
Critical Vol.
/Cap.(X):
0.434
Loss Time (sec):
10
Averace Delay
(sec
/veh):
xxxxxx
Optimal Cycle:
30
Level
Of Service:
A
Street Name:
Seal Beach
Blvd
Balsa
Ave
Approach:
North
Bound
South
Bound
East
Sound
West
Bound
Movement:
L
- T - R
L
- T
- R
L -
T -
R
L -
_
!--
- R
------------ I
Control:
--------------- II---------------
Pro -ected
Protected
II
---------------
Split
Phase
II-------
Solit
- -- - -I
Phase
Rights:
Include
Include
Include
Include
Min. Green!
0
0 0
0
0
0
0
0
0
0
0
0
Y +R:
4.0
4.0 4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
Lanes:
------------
1
0 2 1 0
1
0 2
1 0
0 1
0 0
1
1 0
1
0 1
I
Volume Module:
---------------
II---------------
II-----------
-- -- II--
--------
- - - - - I
Base Vol:
11
681 6
li
541
203
239
5
89
17
8
47
Growth Adj:
1.00
1.00 1.00
1.00
1.00
1.00
1.00
1.00
1..00
1..00
1.00
1.00
Initial Bse:
11
681. 6
II
541.
203
239
5
89
17
8
47
Added Vol:
0
0 0
0
0
0
0
0
0
0
0
0
PasserByVol:
0
0 0
0
0
0
0
0
0
0
0
0
Initial Fut:
11
6681 6
ii
541
203
239
5
89
17
8
47
User Adj:
1.00
1.00 1.00
100
1.00
1.00
1.00
1.00
1.00
i.00
1.00
1.00
PHI Adj:
1.00
1.00 1.00
i.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
PHF Volume:
11
681 6
11
541
203
239
5
89
17
8
47
Reduct Vol:
C
0 0
0
C
0
0
0
0
0
0
0
Reduced Vol:
11
681 6
11
541
203
239
5
89
11
8
47
PCE Adj:
1.O0
1.00 1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
MLF Adj:
1.00
1.00 1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
i.00
1.00
FinalVolume:
Ii
681 6
11
541
203
239
5
89
17
8
47
Saturation Flow
--------------- II---------------
Module:
II---------------
II----------
- - - -- I
Sat /Lane:
1600
1600 1.600
1600
1600
1600
1600
1600
1600
1.600
1600
1600
Adjustment:
1.00
1.04 1..00
1-00
1.06
1.00
1.00
1.00
1.06
1.00
1.06
1.06
Lanes:
1.00
2.97 0.03
1.00
2.18
0.82
0.98
0.02
1.00
1.00
1.00
1.O0
Final Sat.:
1600
---------------
4958 42
1600
3690
1310
1567
33
1700
1.600
1700
1700
Capacity Analysis
II---------------
Module:
II---------------
II----------
- - - - - I
Vol /Sat:
0.01
0.14 0.14
0.01
0.15
0.15
0.15
0.15
0.05
0.C1
0.00
0.03
Crit Moves:
* * **
* * **
* + **
* * **
Traffix 8.0.0713 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -18
PM Existing Plus Gas StatioMon Apr 29, 2013 15:05:52 Page 4 -1
PM Existing Plus Gas Station Conditions
2.13.3366.1 Main d PCH Mixed -Use Center, Seal Beach
-------------------------------------------------------------------------- - - - --
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection #{1 PCH at 1st Street
Cycle (sec): 100 Critical Vol-/Cap-(X): 0.808
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 69 Level Of Service: D
Street Name: PCH 1st Street
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- 11 --------------- II--------------- II---------------
I
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 2 0 0 1 0 0 0 11 0 0
------------ I --------------- II--------------- II--- ---- -------- II--------- - - - - - -
I
Volume Module:
Base Vol: 31 1550 3 1 1920 130 142 0 41 2 1 3
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00
Initial Bse: 31 1550 3 1 1920 130 1.42 0 41 2 1 3
Added Vol: 0 0 0 0 0 0 0 0 0 0 C 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Put: 31 1550 3 1 1920 130 1.42 0 41 2 1 3
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 31 1550 3 1 192C 130 142 0 41 2 1 3
Reduct Vol: 0 C 0 0 0 0 0 0 0 0 0 C
Reduced Vol: 31 1550 3 1 1920 130 142 0 41 2 1 3
PCE Adj: 1.00 1.00 1.00 i_00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00
FinalVolume: 31 1550 3 1 1920 130 142 0 41 2 1 3
------------ ---------------II---------------II---------------II------
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 16CO 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.03 1..00 1.00 1.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 1.99 0.01 1.00 1.87 0.13 2.00 0.00 1.00 0.33 0.17 0.50
Final Sat.: 1600 3294 6 1600 3097 203 3200 0 1600 533 267 800
------------ I --------------- II - - -- ---------------II----
Capacity Analysis Module:
Vol /Sat: C.02 0.47 0.49 0.00 0.62 0.64 0.04 0.00 0.03 0.00 0.00 0.00
Crit Moves: * * ** * * *+ ** +* * ***
**** *F-,. * * * * * * ** * *� * }+* *t *k 1Y 4 * **ir * * ** * *F *ii } *+ +k * *y *Y +-t ai }* * *ki +Y, + * *z *1 * ** *i
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -19
PM Existing Plus Gas StatioMon Apr 29, 2013 15:05:52 Page 5 -1
PM Existing Plus Gas Station Conditions
2.13.3368.1 Main s PCH Mixed -Use Center, Seal Beach
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cvcle Length %) Method (Future Volume Alternative)
Intersection 42 Main Street at PCH
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.790
Loss Time (sec): 10 Average Delay (sec /veh): Xxxxxx
Optimal Cycle: 65 Level Of Service: C
Street Name: Main Street PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II--------------- II --------------- II ---------------
I
Control: Permitted Permitted Protected Protected
Rights: Include Ovl Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ --------------- II--------------- II------ --------- II- --------- - - - - -
I
Volume Module:
Base Vol: 117 66 64 21 73 158 222 172E 115 113 1380 14
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 117 66 64 21 73 158 222 1.72E 1.15 113 1380 14
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 117 66 64 21 73 158 222 1728 115 113 --380 14
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Ad!: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00
PHF Volume: 117 66 64 21 73 158 222 1728 115 113 1380 14
Redact Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 117 66 64 21 73 158 222 1728 115 113 =380 14
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1 -00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 117 66 64 21 73 15B 222 1728 115 113 1380 14
OvlAdjVoi: 0
------------ --------------- II--------------- II---------- ----- II--- ------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.03 1.00
Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.98 0.02
Final Sat.: .1600 1700 1700 1600 1700 1700 1600 3400 1700 1600 3268 32
------------ I --------------- II--------------- II------------- -- II--------- - -- - -
I
Capac_ty Analysis Module:
Vol /Sat: 0.07 0.04 0.04 0.01 0.04 0.09 0.14 0.51 0.07 0.07 0.42 0.44
Ov1AdjV /S: 0.00
Crlt Moves:
Traftix 8.0.0715 (c) 2008 Dowling Assoc. Licensed. to LLG Costa Mesa, CA
C -20
PM Existing Plus Gas StatioMon Apr 29, 2013 15:05:52 Page 6 -1
PM Existina Plus Gas Station Conditions
2.13.3368.1 Main & PCH Mixed -Use Center, Sea! Beach
--------------------------------------------------------------------------------
Leve1 Of Service Computation Report
ICU 1(LO5S as Cycle Length o-) Method (Future Volume Alternative;
+**+*+++********+**+**+****+**+****+************* * ** * * +* + * ** * * * * + * + + + + * + * + * * * + ++
Intersection 43 12th Street at Pacific; Coast Highway
*#+*+*****+** k* i.****++* z#* k*+++++******* k#******** * * * * ** *Y+ { * *k ** *k:4 *- T * * * * * * *+*
Cycle (sec): 100 Critical Vel. /Cap.(X): 0.800
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 67 Level Of Service: D
Street Name: 12th Street Patric Coast Highway
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I--------------- --------------- ---------------
Control: Permitted Permitted Protected Protected
Rights: include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4 -0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 1 0 1 0 1 1 0 2 C 1 1 0 1 1 0
------------ I ----------- ---- II------------- - -II --------------- ---------------
Volume Module:
Base Vol: 66 50 38 58 64 23 66 1850 62 -38 1479 17
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1..00
Tnitial Has: 66 50 38 58 64 23 66 1850 62 38 1479 P
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVoi: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 66 50 38 58 64 23 66 1.850 62 38 1479 17
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 66 5C 38 58 64 23 66 1850 62 38 1479 li
Reduct Vol.: 0 C 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 66 50 38 58 64 23 66 1850 62 38 1479 17
PCE Adj: 1.00 1.00 1 -00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Fir.alVOlume: 66 50 38 58 64 23 66 1850 62 38 1479 17
------------ -------------- II--------------- fl--------------- lf---- ------ - - - - -
I
Saturation Flow Module:
Sat;Lane: 1.600 1.600 1.600 1600 160C 1600 1600 1600 1600 1.600 1600 1600
Adjustment: 1.00 1.00 1.0C 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.03 1.00
Lanes: 0.43 0.32 0.25 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.98 0.02
Final Sat.: 686 519 395 1600 1700 1700 1600 3400 1700 1600 3264 36
------------ I --------------- II--------------- II-- ----------- -- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.04 0.10 0.10 0.04 0.04 0.01 0.04 0.54 0.04 0.02 0.45 0.47
Crit Moves: *_ ** _+**
Tra[fix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -21
PM Existing Plus Gas StatioMon Apr 29, 2013 15:05:52 Page 7 -1
PM Existing Plus Gas Station Conditions
2.13.3368.1 Main 6 PCH Mixed -Use Center, Seal Beach
------ - -- - -- -- ------------ -- - - - - -- - - ---- - - - - --
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
Tntersection #4 Seal Beach Blvd at PCH
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.825
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 73 Level Of Service: D
Street Name: Seal Beach Blvd PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II ------_-------- II_-------------- II ----- ----- - - - - -
I
Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include - Ovl
Min. Green: 0 0 0 0 U 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 - 4.0
Lanes: 1 0 1 1 0 2 0 1 0 1 1. 0 2 0 1 1 0 2 0 1
------------ I --------------- II--------------- II--------------- fi----- ----- - - - --
I
Volume Module:
Base Vol: 11 132 88 398 159 248 193 157,6 37 75 1250 265
Growth Adj: 1.00 1.00 1.O0 1.00 1.00 1.00 1."00 100 1.00 1.00 1.00 1.00
Initial Bse: 11 132 88 398 159 248 193 _576 37 75 1250 265
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 11 132 88 398 159 248 193 1576 37 75 1250 265
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 11 132 Be 398 159 248 193 1576 37 75 1250 265
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 11 132 88 398 159 248 193 "_576 37 75 1250 265
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1 "00 1.00 1.00 1.00 1.00 1.00
FinalVolum.e: 11 132 88 398 159 248 193 1576 37 75 1250 265
Ov1Adj Vol: 17
------------ --------------- II-------------- II--------------- II-------- -- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.05 1.00 1.00 1.06 1.06 1 "00 1.06 1.06 1.00 1.06 1.06
Lanes: 1.00 1.20 0.80 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00
Final Sat.: 1600 2020 1280 3200 1700 1700 1600 3400 1700 1600 3400 1700
------------ I --------------- II--------------- II--------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.01 0.07 0.07 0.12 0.09 0.15 0.12 0.46 0.02 0.05 0.37 0.16
Ov1Adj V /S: 0.01
Cri.t Moves-
Trafiix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -22
PM Existing Plus Gas StatioMon Apr 29, 2013 15:05:52 Page 8 -1
PM Existing Plus Gas Station Ccndit_ons
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
--------------------------------------------------------------------------------
Level Of Service Computation Report
2000 HCM 4 -Way Stop Method (Future Volume Alternative)
Intersection #5 Main Street at Electric Ave
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.301
Loss Time (sec): 0 Average Delay (sec /veh): 9.0
Optimal Cycle: 0 Level Of Service: A
Street Name: Main Street Electric Ave
Apprcach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- f!--------------- 11--------------- 11 ---------------
Control: Stop Sign Stop Sign Stop Sign Stop Sign
Rights: lncl.ude Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 1! 0 0 0 0 11 0 0 0 0 1! 0 0 0 0 1! 0 0
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 8 115 15 20 178 30 36 51 14 28 68 39
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00
Initial Bse: 8 115 15 20 178 30 36 51 14 28 68 39
Added Vol: 0 0 C 0 0 0 0 0 0 0 0 0
PasserBy"Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Put: 8 1i5 15 20 178 30 36 5 14 28 66 39
User Adj: 1.00 1.00 1.00 1.00 1.00 11.00 1.00 1.00 7.00 1.00 1.00 1.00
PHF Adj: 1_00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 8 115 15 20 178 30 36 51 14 28 68 39
Reduc- Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced "Vol: 8 115 15 20 178 30 36 5i 14 28 68 39
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 8 115 15 20 178 30 36 51 14 28 63 39
------------ ------------- - -II -- --- II-- ------------- II---------- - - - - -I
Saturation Flow Mod -ale:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00
Lanes: 0.06 0.83 0.11 0.09 0.78 0.13 0.36 0.50 0.14 0.21 0.50 0.29
Final Bar.- 42 609 79 66 591 100 244 346 95 148 359 206
-
----------- I --------------- II--------------- II--------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.19 C.19 0.19 0.30 0.30 0.30 0.15 0.15 0.15 0.19 0.19 0.19
Crit Moves: * * ** #,: #* #*** Y *Y#
Delay /Veh: 8.7 8.7 8.7 9.4 9.4 9.4 8.7 8.7 8.7 8.7 8.7 B.7
Delay Adj: i.00 i.00 1.00 1.00 1.00 3..00 1.00 1.00 1.00 i.00 1.00 1.00
Adj Del /Veh: 8.7 8.7 8.7 9.4 9.4 9.4 8.7 8.7 8.7 8.7 8.1 8. 7
LOS by Move: A A A A A A A A A A A A
ApproachDel: 8.7 9.4 8.7 8.7
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdj Del: 8.7 9.4 8.7 8.7
LOS by Appr: A A A A
A- !lWayAvgQ: 0.2 0.2 0.2 0.4 0.4 0.4 0.1 0.1 0.1 0.2 0.2 0.2
Note: Queue reported is the number of cars per .lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -23
PM Existing Plus Gas StatioMOn Apr 29, 2013 15:05:53 Page 9 -1
PM Existing Plus Gas Station Conditions
2.13.3368.1 Main & PCH Mixed -Use Center, Seal. Beach
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length. %) Method (Future Volume Alternative)
Intersection #6 Seal Beach Blvd at Bolsa Ave
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.427
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 30 Level Of Service: A
Street Name: Seal Beach Blvd Bolsa Ave
Approach: North Bound South Bound East Bound 'west Bound
Movement: L - T - F. L - T - R L - T - R L - T - R
------------ I --------------- II--------------- II --------------- II---------------
I
Control: Protected Protected Split: Phase, Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 6 1 0 2 t 0 0 1 0 0 1 1 0 1 0 1
----------- - I - - -- ---- II--------------- 11--------------- II---------- - - - - -I
Volume Module:
Base Vol: 14 552 12 36 754 225 146 15 29 6 8 23
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00
Initial Bse: 14 552 12 36 754 225 146 15 29 6 8 23
Added Vol: 0 0 0 0 0 0 0 G 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 14 552 12 36 754 225 146 15 29 6 8 23
User Adj: 1.00 i.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 14 552 12 36 754 225 146 15 29 6 8 23
Redact Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 14 552 12 36 754 225 146 15 29 6 8 23
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Final Volume: 14 552 12 36 754 225 146 15 29 6 8 23
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.00 1.06 1.00 1.06 1.06
Lanes: 1.00 2.94 0.06 1.00 2.31 0.69 0.91 0.09 1.00 1.00 1.00 1.00
Final Sat.: 1600 489E 1.02 1600 3397 1103 1451 149 1700 1600 1700 1700
----- I-------------- II--------------- II------ ---- ----- 11---------- - - - - -I
Capacity Analysis Module:
Vol. /Sat: 0.01 0.11 0.12 0.02 0.19 0.20 0.10 0.10 0.02 0.00 0.00 0.01
Crit Moves:
.raffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -24
LINSCOTT, Law & GREENSPM, engineers
APPENDIX C -lll
EXISTING PLUS PROJECT TRAFFIC CONDITIONS
LLG Ref. 2- 13- 3368 -1
Main & PCH Mixed -Use Center, Seal Beach
N'F :O.Ni 1. 1 v, S.;i P_, . R.-r—',, ,Sq�s Liu Ca _'.n
FM Existing Plus Project Fri Apr 19, 2013 10:28:07 Page 4 -1
AM Existing Plus Project Conditions
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection #1 PCH at 1st Street
*****W W**+***++**#**+****#+***** k+ k********}***#* * } }+++ + }i + + + + * * } *# ++ +++ }+i + * +i*
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.670
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 47 Level Of Service: B
Street Name: PCH 1st Street
Approach: North Bound South Bound East Bound Wes? Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II--------------- II --------------- II---------------
I
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 2 0 0 1 0 0 0 11 0 0
------------ I --------------- II--------------- II--------------- II-------- -- - - - - -
I
Volume Module:
Base Vol: 11 1616 6 4 1471 47 186 0 50 1 0 3
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 161.6 6 4 1471 47 186 0 50 1 0 3
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserB_yVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial _ut: 11 1616 6 4 1471 47 186 0 50 1 0 3
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 11 1616 6 4 1471 47 186 0 50 1 0 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 11 161.6 6 4 1471 47 186 0 50 1 0 3
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
NILE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVo'ume: 11 1616 6 4 1471 47 186 0 50 1 0 3
------------ --------------- II--------------- II--------------- II-- -------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 1.99 0.01 1.00 1.94 0.06 2.00 0.00 1.00 0.25 0.00 0.75
Final Sat.: 1600 3288 12 1600 3201 99 3200 0 1600 40C 0 1200
------------ I --------------- II--------------- II--------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.01 0.49 0.51 0.00 0.46 0.47 0.06 0.00 0.03 0.00 0.00 C.00
Crit Moves:
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -25
AM Existing Plus Project Fri Apr 19, 2013 10:28:07 Page 5 -1
AM Existing Plus Project Conditions
2.13.3368.1 Main 6 PCH Mixed -Use Center, Seal Beach
-------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length s) Method (Future Volume Alternative)
Intersection #2 Main Street at PCH
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.664
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 46 Level Of Service: B
Street Name: Main Street PCH
Approach: North Bound South Bound East Bound "West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II--------------- II --------------- II ---------------
I
Control: Permitted Permitted Protected Protected
Rights: Include Ovl. Tncl.ude Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4 -0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 i 0 1 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ I--------------- 11--------------- II-------------- -11---------- - - - - -I
Volume Module:
Base Vol: 42 41 48 9 50 101 92 1369 48 40 1438 6
Growth Adj: 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 42 41 48 9 50 101 92 1369 48 40 1438 6
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Put: 42 41. 48 9 50 101 92 1369 48 40 1438 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHP Adj: 1.00 1.00 1.00 1 -00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 42 41 48 9 50 101 92 1369 48 40 1438 6
Redact Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 42 41 42 9 50 101 92 1369 48 40 1438 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 42 41 48 9 50 101 92 1369 48 40 1438 6
OvlAdj Vol: 3
------------------ --------- 11----------- - -- -11 -- -11--------------- I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.600
Adjustment: 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.03 1.00
Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1 -00 1.99 0.01
Final Sat.: 1600 1700 1700 1600 1700 1700 1600 3400 1700 1600 3287 13
------------ I --------------- --------------- --------------- ---------------
Capacity Analysis Module:
Vol /Sat: 0.03 0.02 0.03 0.01 0.03 0.06 0.06 0.40 0.03 0.03 0.44 0.45
OviAdjV /S: 0.00
Crit Moves: # * ## * } +* * + }} + + ##
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed. to LLG Costa Mesa, CA
C -26
AM Existing Plus Project Fri Apr 19, 2013 10:28:07 Page 6 -1
AM Existing Plus Project Conditions
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
`--- ----------- - - - -- -- ---------------
Level O� Service Computation Report
ICU 1(Loss as Cycle Length �) Method (Future Volume Alternative)
Intersection #3 12th Street at Pacific Coast Highway
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.714
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 52 Level Of Service: C
Street Name: 12th Street Pacific Coast Highway
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II --------------- II --------------- II---------------
I
Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 1 0 1 0 1 0 2 0 1 1 0 1 1 0
------------ --------------- II--------------- II------------- II---------- - - - - -
I
Volume Module:
Base Vol: 67 59 32 36 39 34 50 1457 29 27 1470 6
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 11.00 1.00 1.00
Initial Bse: 67 59 32 36 39 34 50 1457 29 27 1470 6
Added Vol.: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVOL: 0 0 0 0 0 0- 0 0 0 0 0 0
Initial Put: 67 59 32 36 39 34 50 1457 29 27 1470 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 67 59 32 36 39 34 50 1457 29 27 1470 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 67 59 32 36 39 34 50 1457 29 27 1470 6
PCF. Adj: 1.00 1.00 1.00 1.00 "_.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 67 59 32 36 39 34 50 1457 29 27 1470 6
------------ I--------------- II --------------- II --- ------- -- --- II ---------- - - - - - I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.06 1.06 1..00 1..06 1.06 1.00 1.03 1.00
Lanes: 0.43 0.37 0.20 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.99 0.01
Final Sat.: 678 597 324 1600 1700 1700 1600 3400 1700 1600 3287 13
------------ I--------------- II--------------- 11--------------- II---------- - - - - -I
Capacity Analysis Module:
Vol. /Sat: 0.04 0.10 0.10 0.02 0.02 0.02 0.03 0.43 0.02 0.02 0.45 0.46
Crit Moves:
Traffix 8.0.0715 (c) 2008 Dowding Assoc. Licensed to LLG Costa Mesa, CA
C -27
AM Existing Plus Project Fri Apr 19, 2013 10:28:07 Page 7 -1
AM Existing Plus Project Conditions
2.13.3368.1 Main 6 PCH Mixed -Use Center, Seal Beach
- - - - -- - - -- ---- -- - --- - - ----------------- - - - - --
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection #4 Seal Beach Blvd at PCH
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.768
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 60 Level Of Service: C
Street Name: Seal Beach Blvd PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - 'P - R L - T - R L - T - R
-- --------------- II--------------- II --------------- II ---------- - - - - -
I
Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1. 0 1 1 0 2 0 1 0 - 1. 0 2 0 1. 1 0 2 0 1
------------ - ----------- --- II---- -- - - - - -- -II---------------
Volume Module:
Base Vol: 11
Growth Adj: 1.00
Initial Bse: li
Added Vol: 0
PasserByVol: 0
Initial Put: it
User Adj: 1.00
PHF Adj: 1.00
PAP Volume: 11
Reduct Vol: 0
Reduced Vol: 11
PCE Adj: 1.00
MLF Adj: 1.00
Final-Volume: 11
Ov1Adj Vol:
146 79
1.00 1.00
146 79
0 C
0 C
146 79
1.00 1.00
1.00 1.00
146 79
0 0
140' 79
1.00 1.00
1.00 1.00
140' 79
----- I --- - - - - --
Saturation Flow Module
363 95
1.00 1.00
363 95
0 0
0. 0
363 95
1.00 1.00
1.00 1.00
363 95
C 0
363 95
1.00 1.00
1.00 1.00
363 95
182
1.00
182
0
0
182
1.00
1.00
182
0
182
1.00
1.00
182
127 1352
1.00 1.00
127 1352
0 0
0 0
127 1352
1.00 1.00
1.00 1.00
127 1352
0 0
127 1352
1.00 1.00
1.00 1.00
127 1352
14 11
1.00 1.00
14 11
0 0
0 0
14 11
1.00 1.00
1.00 1.00
14 it
0 0
14 11
1.00 1.00
i.00 1.00
1.4 11
1378 394
1.00 1.00
1378 394
0 C
o C
1378 394
1.00 1.00
1.00 1.00
1378 394
0 C
1378 394
1.00 1.00
1.00 1.00
1378 394
201
Sat /Lane:
1600
1600
1600
1600
1600
1600
1600
1600
1600
1600
1600
1.600
Adjustment:
1.00
1.05
1.00
1..00
1.06
i.06
1.00
1.06
1.06
1.00
1.06
1..06
Lanes:
1..00
1.30
0.70
2.00
1.00
1.00
1.00
2.00
1.00
1.00
2.00
1.00
Final Sat.:
-----
1600
2176
1.124
33200
1700
1700
1600
3400
1700
1600
3400
1700
I---------------
Capacity Analysis
Module:
II---------------
II---------------
11----------
- - - - -I
Vol /Sat:
0.01
0.07
0.07
0.11
0.06
0.11
0.08
0.40
0.01
0.01
0.41
0.23
OvlAdjV /S:
0.12
Crit Moves:
* * **
* + *+
# # **
+ + +}
Traffi.x 8.0.071.5 (c) 2008 Dowl_ng Assoc. Licensed to LLG Costa Mesa, CA
C -28
AM Existing Plus Project Fri Apr 19, 2013 10:28:07 Page 8 -1
AM Existing Pius Project Conditions
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
--------------------------------------------------------------------------------
Level Of Service Computation Report
2000 HCM 4 -Way Stop Method (Future Volume Alternative)
Intersection #5 Main Street at Electric Ave
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.156
Loss Time (sec): 0 Average Delay (sec /veh): 8.1
Optimal Cycle: 0 Level Of Service: A
Street Name: Main Street Electric Ave
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II --------------- II --------------- II --------------- I
Control: Stop Sign Stop Sign Stop Sign Stop Sign
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 11 0 0 0 0 11 0 0 0 0 11 0 0 0 0 11 0 0
--------------------------- II--------------- 11-- ------------- II---------- - - - - -I
Volume Module:
Base Vol: 11 97 14 15 87 18 36 30 9 30 53 35
Growth Adj: 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 91 14 15 87 18 36 30 9 30 53 35
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Put: 11 97 14 15 87 18 36 30 9 30 53 35
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PEE Adj: 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 11 97 14 15 87 18 36 30 9 30 53 35
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 11 97 14 15 87 18 36 30 9 30 53 35
PCE Adj: 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1..00 1..00 1.00 1.00 1.00
MLF Ad 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 11 97 14 15 87 i8 36 30 9 30 53 35
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1._00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.09 0.80 0.11. 0.12 0.73 0.15 0.48 0.40 0.12 0.25 0.45 0.30
Final Sat.: 71. 623 90 98 570 ]i8 358 298 89 1.99 351 232
------------ I --------------- II--------------- II--------------- II---------- - - - - - I
Capacity Analysis Module:
Vol /Sat: 0.16 0.16 0.16 0.15 0.15 0.15 0.10 0.10 0.10 0.15 0.15 0.15
Crit Moves: ++YY #k ## YY ++ *# +*
Delay /Veh: 8.2 8.2 8.2 8.2 8.2 8.2 8.1 8.1 8.1 8.1 8.1 8.1
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 i.00 1.00 1.00
Adj Del /Veh: 8.2 8.2 8.2 8.2 8.2 8.2 8.1 8.1 8.1 8.1 B.l 8.1
LOS by Move: A A A A A A A A A A A
ApproachDel: 8.2 8.2 8.1 8.1
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdj Del: 8.2 8.2 8.1 8.1
LOS by Appr: A A A A
AllWayAVgQ: 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -29
AM Existing Plus Project Fri Apr -1-9, 2013 10:28:08 Page 9 -1
AM Existing Plus Project Conditions
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
-- ---- - - ---- ---- ------ ------------- -- --- ------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection #6 Seal Beach Blvd at Bolsa Ave
*+*+**+*##*+***********#******}+**##**##*++*#+*** # + # + * * * + * * * + * * * * * * * + } * * }„ * * * } #*
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.443
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 30 Level Of Service: A
********+***** s*}*+*#********+**#********#** t**** * ** * *k * *** } * * ** # ** *i+* } * * ** * * *z
Street Name: Seal Beach Blvd Bolsa Ave
Approach: North Bound South Bound East Bound West Bound
Movement : L - T - R L - T - R L - T - R L - T - R
------------ --------------- II--------------- II--------------- II ---------------
I
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 _ 0 0 1, 0 0 1 1 0 1 0 1
------------ --------------- II--------------- II--------- ------ I!------- --- - - - - -
I
Volume Module:
Base Vol: 11 684 6 11 541 207 239 5 E9 17 8 47
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 684 6 11 541 207 239 5 89 17 8 47
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVO L 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fet: 11 684 6 11 541 207 239 5 89 17 8 47
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00
PHF Adj: 1.G0 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1_00 1.00 1.00 1.00
PEP Volume: 11 684 6 11 541 207 239 5 89 17 8 47
Reduct Vol: 0 0 0 0 0 0 0 C 0 0 0 0
Reduced Vol: 11 684 6 11 541 207 239 5 69 17 8 47
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1..00 i.00 1.00 1.00 1_00 1.00 1.0c 1.00 1.00 1.00 1.00 1.00
FinalVoiume: 11 684 6 11 541 207 239 5 89 17 8 47
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Saturation, Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.04 1.00 1.00 1.06 1.00 1.00 1.00 1.06 1.00 1.06 1.06
Lanes: 1..00 2.97 0.03 1.00 2.17 0.83 0.98 0.02 1.00 1.00 1.00 1.00
Final Sat.: 1600 495E 42 1600 3672 1328 1567 33 1700 1600 1700 1700
------------ I --------------- II---------------!-- ------------- II---------- - - -- -
I
Capacity Analysis Module:
Vol /Sat: 0.01 0.14 0.14 0.01 0.15 0.16 0.15 0.15 0.05 0.01 0.00 0.03
Crit Moves: * * ** ***} * + ** * * **
Tratfix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -30
PM Existing Plus Project Fri Apr 19, 2013 !6:28:26 Page 4 -1
PM Existing Plus Project Conditions
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
- - -- - - -- - - - - -- --- - - - - - -- - -- -- - - - --- - - - - --- -- - -- - - -- - - - - -- -- -- ---
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
intersection 41 PCH at 1st Street
**** 4************+ i*+#*+**+*****#* i+*#+*** 4i* k*** * * * * + * ** * * * * *Y * * * *YY+ * *+ * * * * *ik
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.809
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 69 Level Of Service: D
Street Name: PCH 1st Street
Approach: North Bound South Bound East Bound [Vest Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II--------------- II---- _---------- II---------- - - - - -
I
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 C 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 2 0 0 1 0 0 0 11 0 0
------------ --------------- II--------------- II--------------- ---------- - - - - -
I
Volume Module:
Base Vol: 31 1555 3 1 1924 130 142 0 41 2 1 3
Growth Adj: 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 31 1555 3 1 1924 130 142 0 41 2 1 3
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 31 1555 3 1 1924 130 142 0 41 2 1 3
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 31 1555 3 1 1924 130 142 0 41 2 1 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Voi: 31 1555 3 1 1924 130 142 0 41 2 1 3
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVOlume: 31 1555 3 1 1924 130 142 0 41 2 1 3
--- ------- - -I - -- -- II--------------- II--------------- II---------- - - - - -I
Saturation Flow Module:
Sat /Lane: 1.600 1600 1.600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.03 1.00 1.00 1..03 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 1.99 0.01 1.00 1.87 0.13 2.00 0.00 1_00 0.33 0.17 0.50
Final Sat.: 1600 3294 6 1600 3097 203 3200 0 1600 533 267 800
------------ I --------------- II--------------- II---------- -- - - - H ---------- - - - - -I
Capacity Analysis Module:
Vol /Sat: 0.02 C.47 0.49 0.00 0.62 0.64 0.04 0.00 0.03 0.00 0.00 0.00
Grit Moves:
Traffix 8.0.0715 (c) 2008 Dowlirg Assoc. Licensed to LLG Costa Mesa, CA
C-31
PM Existing Plus Project Fri Apr. 19, 2013 10:28:26 Pane 5-1
PM Existing Plus Project Conditions
2.13.3368.1 Main 6 PCH Mixed -Use Center, Seal Beach
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative;
Intersection #2 Main Street at PCH
Cycle (sec): 100 Critical Voi. /Cap.(X): 0.785
Loss Time (sec): 10 Average Delav (sec /veh): xxxxxx
Optimal Cycle: 63 Level Of Service: C
****** i`#}******* i+}*+#****** k*+#- 4+** A****-++}*## A* * * * * * * # *k *k * * * * # *k * *ix } * * * * *} *Y
Street Name: Main Street PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II--------------- II ---------------
I
Control: Permitted Permitted Protected Protected
Rights: Include Ovl Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ I --------------- II --------------- II --------------- II --------- - - - - - I
Volume Module:
Base Vol: 99 61 63 19 '73 158 222 1743 98 110 1398 14
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 99 61 63 19 73 158 222 1743 98 110 1398 14
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Put: 99 61 63 19 73 158 222 1743 98 1.10 1398 14
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1 -00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 99 61 63 19 73 158 222 1743 98 110 1398 14
Reduce Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 99 61 63 19 73 158 222 1743 98 110 1398 14
PCE Adj: 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00
FinalVolume: 99 61 63 19 73 158 222 1743 98 110 1398 14
Ov1AdjVol: 0
------------ --------------- II--------------- II--------------- II---------------
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.03 1..00
Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1..00 1.9B 0.02
Final Sat.: 1600 1700 1700 1600 1.700 1700 1.600 3400 1700 1600 3268 32
------------ I --------------- II--------------- II--------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.06 0.04 0.04 0.01 0.04 0.09 0.14 0.51 0.06 0.07 0.43 0.44
OvlAdjv /S: 0.00
Crit Moves: * } }+ * } }* * + ** * * #*
Traffix 8.0.0715 (c) 2008 Dowlleg Assoc. Licensed to LLG Costa Mesa, CA
C -32
PM Existing Plus Project Fri. Apr 19, 2013 10:28:26 Paue 6 -1
PM Existing Plus Project Conditions
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
---------------------------------------------------- ------ -- --- ---- ------ - - ----
Level Of Service Computation Report
ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative)
Intersection B3 12t1i Street at Pacific Coast Highway
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.802
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 67 Level Of Service: D
Street Name: 12th Street Pacific Coast Highway
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II --------------- II --------------- 11 ---------------
I
Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 it 0 0 1 0 1 0 _ 1 0 2 0 1 1 0 1 1 0
------------ I -------------- II------------ - - II--------------- II------ --- - - - - - -
I
Volume Module:
Base Vol: 66 50 38 58 64 23 83 1.854 67 38 1478 17
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 66 50 38 58 64 23 83 1854 67 38 1478 17
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVcl: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 66 50 38 58 64 23 83 1854 67 38 1473 17
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 i.00 i.o0 1.00 1.00 1..00 1.00 i.00 1.00 1.00 1.00
PHF Volume: 66 50 38 58 64 23 83 1854 67 38 1418 17
Reduct Vol: 0 0 0 C 0 0 0 0 0 0 0 0
Reduced Vol: 66 50 38 58 64 23 83 1854 67 38 1478 17
PCE Adj: 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVOlume: 66 50 38 58 64 23 83 1854 67 38 1478 17
--------------- II--------------- II--------------- II ---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.03 1.00
Lanes: 0.43 0.32 0.25 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.98 0.02
Final Sat.: 686 519 395 1600 1700 1700 1600 3400 1700 1600 3264 36
------------ I --------------- II --------------- II--------------- II ---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.04 0.10 0.10 0.04 0.04 0.01 0.05 0.55 0.04 0.02 0.45 0.47
Crit Moves:
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -33
PM Existing Plus Project Fri Apr 19, 2013 10:28:26 Pace 7 -1
PM Existing Pius Project Conditions
2.13.3368.1 Main 5 PCH Mixed -Use Center, Seal Beach
Level Of Service Computation Report
ICU 1(Loss as Cycle Lenath %) Method (Future Volume Alternative)
Intersection #4 Seal Beach Blvd at PCH
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.826
Less Time (sec): 1.0 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 73 Level O_ Service: D
***+ k* i*******++*# iti********** F* tk* F**+**** k***** * *+ * + #* * * *** *k* *i *k * +*4 *kk * **kk
Street Name: Seal Beach Blvd PCH.
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
--- I --------------- II -----------_-_- II --------------- II ---------- - - - - -
I
Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 2 0 1 0 1 1 0 2 0 1 _ 0 2 0
------------ I -- II--------------- II------------ - - -II- ------- - - - - -!
Volume Module:
Base Vol: 11. 132 88 398 159 248 1.97 1578 37 75 1251 265
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 132 88 398 159 248 197 1578 37 75 1251 265
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 D 0 0 0
Initial Fut: 11 132 88 398 159 248 197 1578 37 75 1251 265
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 11 132 88 398 159 248 197 1578 31 75 1251 265
Reducz Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 11 132 88 398 159 248 197 1578 37 75 1251 265
PCE Adj: 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adi: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 11 132 88 398 159 248 197 1578 37 75 1251. 265
Ov1AdjVol: 17
------------ --------------- II--------------- II --------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 160C 1600
Adjustment: 1.00 1.05 1.00 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.06 1.06
Lanes: 1.00 1.20 0.80 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00
Final Sat.: 1600 2020 1280 3200 1700 1700 1600 3400 1700 1600 3400 1700
------------ I --------------- II--------------- II--------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.01. 0.07 0.07 0.12 0.09 0.15 0.12 0.46 0.02 0.05 0.37 0.16
Ov1AdjV /S: 0.01
Crit Moves: * * **
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -34
PM Existing Plus Project Fri Apr i9, 2013 10:28:26 Page 871
PM Existing Plus Project Conditions
2.13.3368.1. Main & PCH Mixed -Use Center, Seal Beach
- ---- --- -- --- - - --- -`
Level Of Service Computation Report -
2000 HCM 4 -Way Stop Method (Future Volume Alternative) -
Intersection #5 Main Street at Electric Ave
Cycle (sec): 100 Critical. Vol./Can-(X): 0.286
Loss Time (sec): 0 Average Delay (sec /veh): 8.9
Optimal Cycle: 0 Level Of Service: A
* k***++*********+***#***** k*+++*+#**#*#*#******** * * * * * *k+ # + #++ * * * + *+ * * * * * * * * * * **
Street Name: Main Street Electric Ave
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
---------_-- I --------------- II--------------- II--------------- II---------- - - - - -
I
Control: Stop Sign Stop Sian Stop Sign Stop Sign
Rights: Include Include Include Include
Min. Green: 0 0 0 0 C 0 0 0 0 0 0 0
Lanes: 0 0 1! 0 0 0 0 11 0 0 0 0 11 0 0 0 0 1! 0 0
------------ I --------------- II-------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 8 112 15 17 173 21 34 51 14 29 69 37
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00
initial -Bse: 8 112 IS 17 173 27 34 51 14 29 69 37
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVo1: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 8 112 15 17 173 27 34 51 14 29 69 37
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00
PHF Volume: 8 112 .15 17 173 27 34 51 14 29 69 37
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 8 112 15 17 173 27 34 51 14 29 69 37
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Fina!Vclume: 8 112 15 17 173 27 34 51 14 29 69 37
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Saturation Flow Module:
Adjustment: 1.00 1.00 1..00 1..00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00
Lanes: 0.06 0.83 0.11 0.06 0.80 0.12 0.34 0.52 0.i4 0.21 0.52 0.27
Final Sat.: 44 610 82 59 604 94 238 357 98 154 367 197
------------ I --------------- II--------------- II--------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.18 0.18 C.18 0.29 0.29 0.29 0.14 0.14 0.14 0.19 0.19 0.19
Crit Moves: + # #* * *#* *k *# + # *+
Delay /Veh: 8.6 8.6 8.6 9.3 9.3 9.3 B.6 8.6 8.6 8.7 8.7 6.7
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel /Veh: 8.6 8.6 8.6 9.3 9.3 9.3 3.6 8.6 8.6 8.7 8.7 8.7
LOS by Move: A A A A A A A A A A A A
ApproachDel: 8.6 9.3 8.6 8.7
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdj Del: 8.6 9.3 8.6 8.7
LOS by Appr: A A A A
AllWayAvgQ: 0.2 0.2 0.2 0.4 0.4 0.4 0.1 0.1 0.1 0.2 0.2 0.2
Nate: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. licensed to LLG Costa Mesa, CA
C -35
PM Existing Plus Project Fri Apr 19, 2013 10:28:26 Pace 9 -1
PM Existing Plus Project Conditions
2.13.3368.1 Main & PCH Nlixed -Use Center, Seal Beach
-- - - - --- - --- ----------- - - - - -- ------- ----P -- ----- - - - -- - - --
Level Of Service Computation Report
ICU 1(Loss as Cycle Lenath %) Method (Future Volume Alternative)
Intersection #6 Seal Beach Blvd at Balsa Ave
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.427
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 30 Level Of Service: A
Street Name: Seal Beach Blvd Bolsa Ave
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II--------------- II--------------- II----------------
I
Control: Protected Protected Split Phase Split Phase
R.ia hts: Include Include Include Include
Min. Greer.: 0 C C 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 0 1 1 0 1 0 1
---- --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 14 556 12 36 754 228 1.45 1.5 29 6 8 23
Growth Adj: 1.00 1 -00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 14 556 12 36 754 228 146 1.5 29 6 8 23
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 14 556 12 36 754 228 146 15 29 6 6 23
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.0c 1.00 1.00 1..00 1.00 1.00 1..00 1.00 1.00 1 -00
PRE Volume: 14 556 12 36 754 228 146 15 29 6 8 23
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 14 556 12 36 754 228 146 15 29 6 8 23
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVOlume: 14 556 12 36 754 226 146 15 29 6 8 23
------------ --------------- II--------------- II--------- ----- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1.600 1600 1600 1600 1600
Adjustment: 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.00 1.06 1.00 1.06 1.06
Lanes: 1.00 2.94 0.06 1.00 2.30 0.70 0.91 0.09 1.00 1.00 1.00 1.00
Final Sat.: 1600 4899 101 1600 3886 1114 1451 149 1700 1600 1700 1700
--- I - - - - -- --------------- II-------------- -II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.01 0.11 0.12 0.02 0.19 0.20 0.10 0.10 0.02 0.00 0.00 0.01
Crit Moves:
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -36
APPENDIX C -1 V
EXISTING PLUS PROJECT PLUS MITIGATION
TRAFFIC CONDITIONS
LNSCOTT. LAW 8 GREENSPAN, engineers LLG Ref. 2- 13- 3368 -1
Main & PCI I Mixed -Use Center, Seal Beach
.•• ar. �bm. :t �.v ,,l i,,,, c,.n.=tiun". v. h All r ... 44 n,.' e...,.
AM Existing Plus Project (MWed Apr 24, 2013 08:58:14 Page 5 -1
AM Existing Plus Project Conditions (Mitigation)
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
_ __________________________ ___________ __ __ ___ _____ ___
Level Of Service Computation Report
ICU 1(Lose as Cycle Length 8) Method (Future Volume Alternative)
Intersection #2 Main Street at PCH
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.670
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 47 Level Of Service: B
Street Name: Main Street PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- 11--------------- II--------------- II---------------
I
Control: Permitted Permitted Protected Protected
Rights: Include Ov1 Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ I --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 42 41 48 9 50 101 92 1369 48 40 1438 6
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 42 41 48 9 50 101 92 1369 48 40 1438 6
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 42 41 48 9 50 101 92 1369 48 40 1438 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 42 41 48 9 50 101 92 1369 48 40 1438 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 42 41 48 9 50 101 92 1369 48 40 1438 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVOlume: 42 41 48 9 50 101 92 1369 48 40 1438 6
OvlAdjVOl: 3
-------------- II--------------- II--------------- II------ --- - - - - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.03 1.00
Lanes: 1.00 0.46 0.54 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.99 0.01
Final Sat.: 1600 737 863 1600 1700 1700 1600 3400 1700 1600 3287 13
------------ I --------------- II--------------- II--------------- II--------- - - - - --
I
Capacity Analysis Module:
Vol /Sat: 0.03 0.06 0.06 0.01 0.03 0.06 0.06 0.40 0.03 0.03 0.44 C.45
Ov1AdjV /S: 0.00
Crit Moves: * * ** * * ** * * ** * * **
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -37
PM Existing Plus Project Wed Apr 24, 2013 08:58:44 Page 5 -1
PM Existing Plus Project Conditions (Mitigation)
2.13.3368.1 Main 6 PCH Mixed -Use Center, Seal Beach
--------- ---- -- --------------- - ----
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection #2 Main Street at PCH
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.785
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 63 Level Of Service: C
Street Name: Main Street PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ----
Control: Permitted Permitted Protected Protected
Rights: Include Ovl Include Include
Min_ Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.D 4.0 4.0
Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ I --------------- II--------------- II-------- -- ----- II---------- - - - - -
I
Volume Module:
Base Vol: 99 61 63 i9 73 158 222 1743 98 110 1398 14
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 99 61 63 19 73 158 222 1743 98 110 1398 14
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 99 61 63 19 73 158 222 1743 98 110 1398 14
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 99 61 63 19 73 158 222 1743 98 1.10 1398 14
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 99 61 663 19 73 158 222 1743 98 110 1398 14
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 99 61 63 19 '73 158 222 1743 98 110 1398 14
Ov1AdjVol: 0
------------ --------------- II--------------- II--------------- II--------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.03 1.00
Lanes: 1.00 0.49 0.51 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.98 0.02
Final Sat.: 1600 787 813 1600 1700 1700 1600 3400 1700 1'600 3268 32
------------ I --------------- II--------------- II-------------- II--- ------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.06 0.08 0.08 0.01 0.04 0.09 0.14 0.51 0.06 0.07 0.43 0.44
OvlAdjV /S: 0.00
Crit Moves: * + ** * + ** * * ** * * **
TraffiX 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -38
LiNscou, LAW & GREENSPAN, engineers
APPENDIX C -V
CUMULATIVE TRAFFIC CONDITIONS
LLG Ref. 2 -13- 3368 -1
Main & PCH Mixed -Use Center, Seal Beach
AM Cum Thu Apr 18, 2013 11:57:55 Page 4 -1
AM Cumulative Conditions
2.13.3368.1. Main S PCH Mixed -use Center, Seal Beach.
_ ______ ___ ___ _____ ________ - ____-- _______ -- _____________ -_ -__
Level Of Service Computation Report
ICU 1.;Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection #1 PCH at 1st Street
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.691
Loss Time (sec): 10 Averace Delay (sec /veh): xxxxxx
Optimal Cycle: 49 Level Of Sery -ice: B
**+*#}** k** kkkkkk** k#*#***#** F# k#** k*** FF+ F***+#+ * * # *k # * *k *Fk + *k + * * # # * # # } * # }kFi2
Street Name: PCH 1st Street
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II--- ------------ II---------- - - - - -
I
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 2 0 0 1 0 0 0 1! 0 0
-- - -- --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 1.4 16658 6 4 1508 55 211 0 52 1 0 3
Growth Adj: 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 14 1658 6 4 1508 55 211 0 52 1 0 3
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 14 1658 6 4 1508 55 211 0 52 1 0 3
User Adj: 7..00 7..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 14 16658 6 4 1508 55 211 0 52 1 0 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 14 1658 6 4 1508 55 211 0 52 1 0 3
PCE Adj: 1.00 1.00 1.00 1.00 1:00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 14 1658 6 4 1508 55 211 0 52 1 0 3
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Saturation Flow Module:
Sa- /Lane: 1600 16600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 1.99 0.01 1.00 1.93 0.07 2.00 0.00 1.00 0.25 0.00 0.75
Final Sat.: 1600 3288 12 1600 3187 113 3200 0 1600 400 0 1200
------------ I --------------- II--------------- II--------------- II---------- - -- - -
I
Capacity Analysis Module:
Vol /Sat: 0.01 0.50 0.52 0.00 0.47 0.49 0.07 0.00 0.03 0.00 0.00 0.00
Crit Moves: *kk* * # *} # * *+ k # ++
#**** F***+`##***#*#}.:**#************* k * * * * * } + # + ** * * # * * * *: * *F ** * * * ** +.iii } * = * * * * * * #*
Traffix 8.0.0 "715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -39
AM Cum Thu Apr 18, 2013 11:57:55 Page 5 -1
AM Cumulative Conditions
2.13.3368.1 Main 6 PCH Mixed -Use Center, Seal Beach
--- - - - - -- -------------------------------------
hevel Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection B2 Main Street at PCH
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.684
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 48 Level Of Service: B
Street Name: Main Street PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R ., - T - R
------------ I --------------- II --------------- 11 --------------- 11
Control: Permitted Permitted Protected Protected
Rights: Include Ov1 Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0 1 1 C
------------ I --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 45 42 52 5 52 101 98 1410 49 28 1478 6
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 45 42 52 5 52 107 98 1410 49 28 1478 66
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 45 42 52 5 52 107 98 1410 49 2.8 1473 6
User Adj: 1..00 1.00 1..00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PEP Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 45 42 52 5 52 107 98 1410 49 28 1473 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 45 42 52 5 52 107 98 1410 49 28 1478 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1:00 1.00 1.00 1.00 1.00
FinalVoiume: 45 42 52 5 52 107 98 1.410 49 28 1478 6
OvlAdj Vcl: 3
------------ --------------- II--------------- II--- ------------ II ---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.03 1.00
Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.99 0.01
Final Sat.: 1600 1700 1700 1600 1700 1700 1600 3400 1700 1600 3287 13
------------ I--------------- II--------------- fl--------------- II---- ------ - -- - -
I
Capacity Analysis Module:
Vol /Sat: 0.03 0.02 0.03 0.00 0.03 0.06 0.06 0.41 0.03 0.02 0.45 0.46
OvlAdjV /S: 0.00
Crit Moves * * ** * * ** * * ** * * **
* * +** * +a +* +i4 ** + *i +diww
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LEG Costa Mesa, CA
C -40
AM Cum Thu Apr 18, 2013 11:57:55 Page 6 -1
AM Cumulative Conditions
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection 93 12th Street at Pacific Coast Highway
++++++++++++++++«.+++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + +
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.722
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 53 Level Of Service: C
Street Name: 12th Street Pacific Coast Highway
Approach: North Bound South Sound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------- ------- - - - - -- --------------- II --------------- II---------------
I
Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 C
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 11 0 0 1 0 1, 0 1. 1 0 2 0 1 1 0 1 1 0
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Ease Vol: E9 61 33 37 4C 35 36 1502 26 28 1513 6
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 69 61 33 37 40 35 36 1502 26 28 1513 6
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 C 0 0 0 0 0 0 0 0 0 0
Initial Fut: 69 61 33 37 40 35 36 1502 26 28 1513 6
User Adj: 1.00 1.0C 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00
PHF Volume: 69 61 33 37 40 35 36 1502 26 28 1513 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 69 61 33 37 40 35 36 1502 26 28 1513 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 69 61 33 37 40 35 36 1502 26 28 1513 6
------------ I--------------- I1--------------- 1l--------------- II---------- - - - --I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1-600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.03 1.00
Lanes: 0.43 0.37 0.20 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.99 0.01
Final Sat.: 677 599 324 1600 1700 1700 1600 3400 1700 1600 3287 13
------------ I ---------------!--------------- II ------- -------- II ---------- - - - - -
i
Capacity Analysis Module:
Vol /Sat: 0.04 0.10 0.10 0.02 0.02 0.02 0.02 0.44 0.02 0.02 0.46 0.47
Crit Moves: + + ++ + + ++ + ++ + + ++
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C-41
AM Cum Thu Apr 18, 2013 11:57:55 Page 7 -1
AM Cumulative Conditions
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection #4 Seal Beach Blvd at PCH
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.788
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 64 Level Of Service: C
Street Name: Seal Beach Blvd PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II--------------- II--- _----------- II---------- - - - - -
I
Control: Split Phase Split Phase Protected Protected
Rights: Include Include .Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: � 0 1 1 0 2 0 1 0 1 1 0 2 0 1 1 0 2 0 1
------------ I-- -` - - -- ------ ?I--------------- II --------------- ---------------
Volume Module:
Base Vol: 11 150 81 374 98 188 131 1394 14 11 1418 406
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 150 81 374 98 188 131. 1394 14 1.1 1418 406
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByvol: 0 0 C 0 0 0 0 0 0 0 0 0
Initial Fur: 11 150 81 3.74 98 188 131 1394 14 11 1413 406
User Adj: 1.00 1.00 i.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00
?IF Adj: 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 11 150 8i 374 98 188 131 1394 14 it 1418 406
Reduce Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 11 i50 81 374 98 188 131 1394 14 11 1418 406
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.0e 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVOlume: 1i 150 81 374 98 188 131 1394 14 11 1418 406
OvI Adj Vol: 207
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1.600 1.600 1.600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.05 1.00 1.00 i.06 1.06 1.00 1.06 1.06 1.00 1.06 1.06
Lanes: 1.00 1.30 0.10 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00
Final Sat.: 1600 2178 1122 3200 1700 1700 16600 3400 1700 1600 3400 1700
------------ I --------------- II--------------- II----- -- -------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.01 0.07 0.07 0.12 0.06 0.11 0.08 0.41 0.01 0.01 0.42 0.24
OvlAdjV /S: 0.12
Crit Moves: + # +, #* ** _ # *# #+ ##
Traffix 8.0.0715 (c) 2008 Dowiine Assoc. Licensed to LLG Costa Mesa, CA
C -42
AM Cum Thu Aar 18, 2013 11:57:55 Page 8 -1
AM Cumulative Conditions
2.13.3368.1 Main s PCH Mixed -Use Center, Seal Beach
--------------------------------------------------------------------------------
Level Of Service Computation Report
2000 HCM 4 -Way Stoo Method (Future Volume Alternative)
Intersection N5 Main Street at Electric Ave
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.158
Loss Time (sec): 0 Average Delay (sec /veh): 8.2
Optimal Cycle: 0 Level Of Service: A
Street Name: Main Street Electric Ave
Approach: North Bound Scuth Bound East Bound West Bound
Movement: L - T - P L - T - R L - T - R L - T - R
------------ 1--------------- 11 --------------- II--------------- 11 ---------------
Control: Stop Sign Stop Sign Stop Sign Stop Siyn
Rights: Include Include Include include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 11 0 0 0 0 it 0 0 0 0 1.1 0 0 0 0 1.1 0 0
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 11 97 14 15 90 19 36 31 9 30 54 35
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 97 14 15 90 19 36 31 9 30 54 35
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 11 97 14 15 90 19 36 31 9 30 54 35
User Adj: 1.00 1.00 1.00 1.00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 11 97 14 15 90 19 36 31 9 30 54 35
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 11 97 14 15 90 19 36 31 9 30 54 35
PCE Adj: 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00
YinalVolume: 11 97 14 15 90 19 36 31 9 30 54 35
------------ I--------------- il--------------- II--------------- II------- --- - - - - -
I
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.09 0.80 0.11 0.12 0.73 0.15 0.47 0.41 0.12 0.25 0.46 0.29
Final Sat.: 71 622 90 95 570 120 352 303 88 196 353 229
------------ I --------------- II--------------- II--------------- II----- ----- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.16 0.16 0.16 0.16 0.16 0.16 0.10 0.10 0.10 0.15 0 -15 0.15
Crit Moves: k # *# * * ** * *kw ++ #f
Delay /Veh: 8.2 8.2 8.2 8.2 8.2 8.2 8.1 8.1 8.1 8.2 8.2 8.2
Delay Adj: 1.00 i.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel /Veh: 8.2 8.2 8.2 8.2 8.2 8.2 8.1 8.1 8.1 8.2 8.2 8.2
LOS by Move: A A A A A A A A A A A A
Approach Del: 3.2 8.2 8.1 8.2
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdj Del: 3.2 8.2 8.1 8.2
LOS by Appr: A A A A
Al1WayA-vgQ: 0.2 0.2 0.2 0.2 0.2 0.2 0.i 0.1 0.1 0.2 0.2 0.2
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C43
AM Cum Thu Apr 18, 2013 11:57:55 Page 9 -1
AM Cumulative Conditions
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
-------- --- ---
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection 46 Seal Beach Blvd at Bolsa Ave
Cycle (sec): 100 Critical Vol. /Cao.(X): 0.454
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 31 Level Of Service: A
Street Name: Seal Beach Blvd Bolsa Ave
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ ------------- - - II - -- ---- II--------------- II---------- - - - - -I
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4 -0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 7. 0 0 1 0 0 1 1 0 1 0 1
------------ I --------------- II --------------- II----- ----------- II---------- - - - - -
I
Volume Module:
Base Vol:
Growth Adj:
Initial Bse:
Added Vol:
PasserByVol:
Initial Fut:
User Adj:
PHI Adj:
PHF Volume:
Reduct Vol:
Reduced Vol.:
PCE Adj:
MLF Adj:
FinaiVOlume:
11
1.00
]1
0
0
11
i.00
1.00
11
0
11
1.00
1.00
11
704 6 11
i.00 1.00 1.00
704 6 11
0 0 C
0 0 C
704 6 11
1.00 1.00 1.00
1.00 1.00 1.00
704 6 11
0 0 C
704 6 11
1.00 1 -00 1.00
1.00 1.00 1.00
704 6 11
Saturation Flow Module
558
1.00
558
0
0
556
1.00
1.00
558
0
558
1.00
1.00
558
212
1.00
212
0
0
212
1.00
1.00
212
0
212
1.00
1.00
212
249 5 92
1.00 1.00 1.00
249 5 92
0 0 0
C 0 0
249 5 92
1.00 1.00 1.00
1.00 1.00 1.00
249 5 92
0 0 0
249 5 92
1.00 1.00 1.00
1.00 1.00 1.00
249 5 92
18 8 48
1.00 1.00 1.00
18 8 48
0 0 C
0 0 G
18 8 48
1_.00 1.00 1.00
1.00 1.00 1.00
18 8 48
0 0 C
18 8 48
1.00 1.00 1.00
1.00 1.00 1.00
18 a 48
Sat /Lace:
1600
1600
1600
1600
1600
1600
1600
1600
1600
1600
1600
1600
Adjustment:
1.00
1.04
1.00
1.00
1.06
1.00
1.00
1.00
1.06
1.00
1.06
1.06
Lanes:
1.00
2.97
0.03
1.00
2.7.7
0.83
0.98
0.02
1.00
1.00
1.00
1.00
Final Sat.:
1600
4959
41
1600
---------------
3678
1322
II
1569
---------
31
1700
----- II
1600
----------
1700
1700
-- - - - I
------------ I ---------------
Capacity Analysis
Module:
II
Vol /Sat:
0.01
0.14
0.15
0.01
0.15
0.16
0.16
0.16
0.05
0.01
0.00
0.03
Crit Moves:
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to T;LG Costa Mesa, CA
C -44
PM Cum Thu Apr 18, 2013 11:58:11 Pace 4 -1
PM Cumulative Conditions
2.13.3368.1 Mains PCH Mixed -Use Center, Seal Beach
- - - - --- ------- - - - - -' - -- -
Level Or Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection kl PCH at 1st Street
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.843
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 78 Level Of Service: D
Street Name: PCH 1st Street
Approach: North Bound South Bound East Bound West Bound
Movement: L - 'P - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II---------------
I
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1, 1 0 1 0 1. 1 0 2 0 0 1 0 0 C 11 0 0
---------------- II--------------- 11--------- ------ II---------- - - - - -I
Volume Module:
Base Vol: 39 1597 3 1 1977 154 158 0 42 2 1 3
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
nitial Bse: 39 1597 3 1 1977 154 158 0 42 2 1 3
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Put: 39 1597 3 1 1977 154 158 0 42 2 1 3
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 100 1.00
PHE Adj: 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHE Volume: 39 1597 3 1 1977 154 158 0 42 2 1 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 39 1597 3 1 1977 154 158 0 42 2 1 3
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.GO 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
E'inalVolume: 39 1597 3 1 1977 154 1S8 0 42 2 1 3
------------I---------------II---------------II---------------II-
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.03 1.00 1.00 1..03 1.00 1.00 1.00 1.00 1 -00 1.00 1.00
Lanes: 1.00 1.99 0.01 1.00 1.86 0.14 2.00 0.00 1.00 0.33 0.17 0.50
Final Sat.: 1600 3294 6 1600 3069 231 3200 0 1600 533 267 B00
------------ I --------------- 11 --------------- II--------------- II ---------------
I
Capacity Analysis Module:
Vol /Sat: 0.02 0.48 0.50 0.00 0.64 0.67 0.05 0.00 0.03 0.00 0.00 0.00
Crit Moves.
Traffix 8.G.0715 (c) 2008 Dowling Assoc. Licensed to LLG Cesta Mesa, CA
C -45
PM Cum Thu Apr 18, 2013 11:58:11 Page 5 -1
PM Cumulative Conditions
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU !(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection #2 Main Street at PCH
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.808
Loss Time (sec): 10 Average Delay (secfveh): xxxxxx
Optimal Cycle: 68 Level Of Service: D
Street Name: Main Street PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II --------------- II --------------- II ---------------
I
Control: Permitted Permitted Protected Protected
Rights: Include Ovl Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0 i 1 0
------- - - - - -I II --------------- 1 --------------- 11 ---------------
Volume Module:
Base Vol: 103 63
Growth Adj: 1.00 1.00
Initial Bse: 103 63
Added Vol: 0 0
PasserByVol: 0 0
Initial Fut: 103 63
User Adj: 1.00 1.00
PHF Adj: 1.00 1.00
PHF Volume: 103 63
Reduct Vol: 0 0
Reduced Vol: 1,03 63
PCE Adj: 1.00 1.00
MLF Adj: 1.00 1.00
Finalvoiume: 103 63
Ov1AdjVol:
--- -- - - - - -- - - - - --
Saturation Flow Module
66
1.00
66
0
0
66
1.00
1.00
66
0
66
1.00
00
66
16
1.00
16
0
0
16
1.00
1.00
16
0
16
1.00
1.00
16
75 168
1.00 1.00
75 168
0 0
0 0
75 168
1.00 1.00
1.00 1.00
75 168
0 0
75 168
1.00 1.00
1.00 1.00
75 168
0
233
1.00
233
0
0
233
1.00
1.00
233
C
233
1.00
1.00
233
1795
1.00
1795
0
0
1795
1.00
1.00
1795
0
1795
1.00
1.00
1795
102 103 1437 14
1.00 1.00 1.00 1.0C
102 103 14 37 1.4
0 0 0 C
0 0 0 C
102 1.03 1437 14
1.00 1.00 1.00 1.00
1.00 1.00 i.00 1.00
102 103 1437 14
0 0 C C
102 103 1437 14
1.00 1.00 1.00 1.00
1.00 1_00 1.00 1.00
102 103 1437 14
Sat /Lane:
1600
1600
1600
1600
1600
1600
1600
1600
.1.600
1600
1600
1600
Adjustment:
1.00
1.06
1.06
1.00
1.06
1.06
1.00
1.06
1.06
1.00
1.03
1.00
Lanes:
1.00
1.00
1.00
1.00
100
1.00
1.00
2.00
1.00
1.00
1.98
0.02
Final Sat.:
1600
1700
1700
1600
1700
1700
1600
3400
1700
1600
3269
31
------------ I --------------
Capacity Analysis
Module:
II
---------------
II
---------------
II
----------
- - - - - I
V31/Sat:
0.06
0.04
0.04
0.01
0.04
0.10
0.15
0.53
0.06
0.06
0.44
0.45
Ov1AdjV /S:
0.00
Crit Moves:
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -46
PM Cum Thu Apr 18, 2013 11:58:11 Page 6 -1
PM Cumulative Conditions
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
--------------------------------------------------------------------------------
Leve1 Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection #3 12th Street ac Pacific Coast Highway
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.822
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 72 Level Of Service: D
Street Name: 12th Street Pacific Coast Highway
Approach: North 5ourd South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II --------- _-- _-- II----------- ----II - - ------ - - - - -I
Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 11 0 0 1, 0 1. 0 .1 1 0 2 0 1 1 0 1 1. 0
------------ ---------------.--------------- II--------------- II------ ---- - -- - -
I
Volume Module:
Base Vol: 68 52 39 60 66 24 68 1907 64 39 1525 18
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00
Initial Bse: 68 52 39 60 66 24 68 1907 64 39 1525 18
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 68 52 39 60 66 24 68 1907 64 39 1525 18
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 68 52 39 60 66 24 68 1907 64 39 1525 18
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 68 52 39 60 66 24 68 1907 64 39 1525 18
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1..00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 68 52 39 60 66 24 68 1907 64 39 1525 18
------------ ---- - - - - -- ---- II--------------- II--------------- II---------- - - - - -I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.03 1.00
Lanes: 0.43 0.33 0.24 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.98 0.02
Final Sat.: 684 523 392 1600 1700 1700 1600 3400 1700 1600 3263 37
------------ I --------------- II--------------- II--------------- II-- -------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.04 0.10 0.10 0.04 0.04 0.01 0.04 0.56 0.04 0.02 6.47 0.48
Crit Moves: ++ +*
Traffx 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C=}7
PM Cum Thu Apr 18, 2013 11:58:1.1 Page 7 -1
PM Cumulative Conditions
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
- - -- -- - -- -----------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection #4 Seal Beach Blvd at PCH
Cycle (sec): 100 Critical Vcl. /Cap.(X): 0.848
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 80 Level Of Service: D
Street Name: Seal Beach Rlvd PCH
Approach: North Bound South Bound Fast Bound West Bound
Movement: L - T - R L - T - 3 L - T - R L - T - R
------------ --------------- II_-------------- II--------------- II--------- - - - - - -
I
Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Ov1
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 2 0 1 0 1 1 0 2 0 1 1 0 2 0 1
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 11 136 91 410 164 257 201 1626 38 77 1290 273
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 136 91 410 164 257 201 1626 38 77 1290 273
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Put: 11 136 91 410 164 257 201 16266 38 77 1290 273
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 11 136 91 410 164 257 201 1626 38 77 1290 273
Reduct Vol: 0 0 0 C 0 0 0 0 0 0 0 0
Reduced Vol: 11 136 91 410 164 257 201 1626 38 77 1290 273
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.O0 1.00 1.00 1.00 1.00
MLF Adj: 1..00 1.00 1.00 1.00 11.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 11 136 91 410 164 257 201 1626 38 77 1290 273
OviAdj Vol: 16
------------ --------------- II------------_-- II--------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1..00 1.05 1.00 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.06 1.06
Lanes: 1.00 1.20 C.80 2.00 _.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00
Final Sat.: 1600 2017 1283 3200 1700 1700 1600 3400 1700 1600 3400 1700
------------ I ---------------II---------------II---------------II---------------
Capacity Analysis Module:
Vol /Sat: 0.01 0.07 0.07 0.13 0.10 0.15 0.13 0.48 0.02 0.05 0.38 0.16
Ov1Adj V /S: 0.01
Crit Moves: ** **
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C-48
PM Cum Thu Apr 1.8, 2013 11:58:11. Pace 8 -1
PM Cumulative Conditions
2.13.3368.1 Main 6 PCH Mixed -Use Center, Seal Beach
- - - -- -- - -- - --- ------------------------------------
Level Of Service Computation Report
2000 HCM 4 -Way Stop Method (Future Volume Alternative)
Intersection #5 Main Street at Electric Ave
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.298
Loss Time (sec): 0 Average Delay (sec /veh): 9.0
Optimal Cycle: 0 Level Of Service: A
*******************+ k+****** z** i******* ki******** * * **+ * * *f * **±* * * * * ** *�* *** ** * +*
Street Name: Mai-n Street Electric Ave
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
- - - -- ---------- ----- II---- ------- - - -- II -- ------ II-- -------- - - -- -I
Control: Stop Sign Stop Sign Stop Sign Stop Sign
Righcs: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 It 0 0 0 0 1! 0 0 0 0 1; 0 0 0 0 11 0 0
--------------- II--------------- II--------------- II---- ------ - - - - -
I
Volume Module:
Base Vol: 8 113 15 16 179 28 34 54 14 29 70 37
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 8 113 15 18 1"(° 28 34 54 14 29 70 37
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 8 113 15 15 179 2B 34 54 14 29 70 37
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 "1.00 1.00 1.00 1.00 1.00
PKF Volume: 8 113 15 18 179 28 34 54 14 29 70 37
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: B 113 15 18 179 28 34 54 14 29 70 37
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Final Volume: 8 113 15 13 179 28 34 54 14 29 70 37
------------ --------------- II--------------- II--------------- ff---------- - - - - -
I
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.06 0.83 0.11 0.0E 0.80 0.12 0.33 0.53 0.14 0.21 0.52 0.27
Final Sat.: 43 607 81 60 601 94 230 365 95 152 367 194
------------ I --------------- II--------------- II--------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.19 0.19 0.19 0.30 0.30 0.30 0.15 0.15 0.15 0.19 0.19 0.19
Crit Moves: ++ ** *_,.v _ *++ * ++*
Delay /Veh: 8.7 8.7 8.7 9.4 9.4 9.4 8.7 8.7 8.7 8.8 8.8 8.8
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 8.7 8.7 8.7 9.4 9.4 9.4 8.7 8.7 8.7 8.8 8.B 8.8
LOS by Move: A A A A A A A A A A A A
ApproachDel: 8.7 9.4 8.7 8.8
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 8.7 9.4 8.7 8.8
LOS by Aopr: I A A A
Al1WayAvgQ: 0.2 0.2 0.2 0.4 0.4 0.4 0.1 0.1 0.1 0.2 0.2 0.2
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -49
PM Cum Thu Aar 18, 2013 11:58:11 Page 9 -1
PM Cumulative Conditions
2.13.3368.1 Main 6 PCH Mixed -Use Center, Seal Beach
---- -- - - - --- -- -- --- ------ ---- - - ---- -----
Level Of Service Computatior Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection #66 Seal Beach Bl.vd at Bolsa Ave
Cycle (sec): 100 Critical. Vol. /Cap.(X): 0.440
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 30 Level Of Service: A
Street Name: Seal Beach Blvd Bolsa Ave
ADoroach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R T, - T - R
------------ --------------- II--------------- II----------- - - - -II
Control: Protected Protected Split Phase Split Phase
Richts: include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 0 1 1 0 1 0 1
------------ --------------- II--------------- II--------- ------ II---------- - - - - -
I
Volume Module:
Base Vol: 14 571 12 37 779 237 154 15 30 6 6 24
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initia_ Bse: 14 571 12 37 779 237 154 15 30 6 8 24
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 14 571 12 37 779 237 154 15 30 6 8 24
User Ad-j: 1.00 1.00 1.00 1.00 1.00 1.D0 1.00 1.00 1.00 1.00 i.00 1.00
PHF Adj: 1.00 i.00 1.0c 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 14 571 12 37 779 237 154 15 30 6 8 24
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced "Vol: 14 571 12 37 779 237 154 15 30 6 8 24
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 7..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinaiVolume: 14 571 12 37 779 237 154 15 30 6 8 24
----------- --------------- II--- ------------ II----------- - - - -II I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.00 1.06 1.00 1.06 1.066
Lanes: 1.00 2.94 0.06 1.00 2.30 0.70 0.91 0.09 1.00 1.00 1.00 1.00
Final Sat.: 1600 4901 99 1600 3880 1120 1458 142 1700 1600 1700 1700
------------ I --------------- II--------------- II------- -------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.01 0.12 0.12 0.02 0.20 0.21 0.11 0.11 0.02 0.00 0.00 0.01
Crit Moves:
Traffix 6.0.0715 (c) 2008 Dowl_ng Assoc. Licensed to LLG Costa Mesa, CA
C -50
UNSCOTT, LAW 8 GREENSPAN, engineers
APPENDIX C -VI
CUMULATIVE PLUS GAS STATION
TRAFFIC CONDITIONS
LLG Ref. 2 -13- 3368 -1
Main & PCH aired -Use Center, Seal Beach
I . 1 I, 1 1wr v.. b... oa....n n.t e+ V.
AM Cum Plus Gas Station Mon Apr 29, 2013 15:05:03 Page 4 -1
AM Cumulative Plus Gas Station Conditions
2.13.3368.1 Main & PCH Mixed -Use Center., Seal Beach
-- -----------------------------------
Level Of Service Computation Report
TCU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection #1 PCH. at 1st Street
} } }#}a + * +++} }}} *+}w w *++*+}*#}*}#}}*}*#+#-**+} } }} #** * *+} +*+ +I + +4..4kx1*i*i *k; k}k
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.692
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 49 Level Of Service: B
Street Name: PCH 1st Street
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
____________
Control: Protected Protected Split Phase Split Phase
Rights: include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y -1--R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 2 0 0 1 0 0 0 1! 0 0
----- I --------------- II--------------- II----- -- -------- II---------- - - - - -
I
Volume Module:
Base Vol: 14 1660 6 4 1510 55 211 0 52 1 0 3
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 14 1-660 6 4 1510 55 211 0 52 1 0 3
Added Vol.: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 14 1660 6 4 1510 55 211 0 52 1 0 3
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 14 1660 6 4 1510 55 211 0 52 1 0 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol.: 1.4 1660 6 4 1510 55 211 0 52 1 0 3
PCE Adj: 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 14 1660 6 4 151.0 55 211 0 52 1 0 3
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1600 10600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.03 1.00 1.00 1..03 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 1.99 0.01 1.00 1.93 0.07 2.00 0.00 1.00 0.25 0.00 0.75
Final Sat.: 1600 3288 12 1600 3188 112 3200 0 1600 400 0 1200
-- I --------------- II--------------- II--------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.01 0.50 .0.52 0.00 0.47 0.45 0.07 0.00 0.03 0.00 0.00 0.00
Crit Moves:
Traffix 8.0.0715 (c) 2005 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -51
AM Cum Plus Gas Station Mon Apr 29, 2013 15:05:03 Page 5 -1
A.M Cumulative Plus Gas Station Conditions
2.1.3.3368.1 Main & PCH Mixed -Use Center, Seal Beach
---- ----- --- -- ------ - ----- - --- --
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
# *ilk #F *+'.F *i- kF +3k33k +k344 /kkkxltk { * }kkf 314 \FYi+ 444 # {t4 *it #kki *1' {iliLi *<}Y # *3 +Fi1
Intersection N2 Main Street at PCH
t *L *k3kY31 *x *4 * *3 3433 F**} 3** 3�4i�*k* 33* 4* k } # # *+33333t33i3k + +Y4 # * #kA *33Y4 +331 #Yi*
Cycle (sec): 100 Critical. Vol. /Cap.(X): 0.690
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 49 Level OP Service: B
3 #k34# 1131 *#33 *ik3Y333ini+ } # * #kk *k } *L #* #17131131 + *F * #kk * +i -f +* #kki # *t -k 3343Fk3 kk4*
Street Name: Main Street PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II--------------- II--------------- II---------------
I
Control: Permitted Permitted Protected Protected
Rights: Include Ovi Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 0 1 1 0 1 0 - 1 0 2 0 1 1 0 1 1 0
------------ I --------------- II------------- ! - II------------ --- II- --------- - - - - -
I
Volume Module:
Base Vol: 59 45 52 8 52 107 98 1396 69 40 1470 6
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 59 45 52 8 52 107 98 1396 69 40 1470 6
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 C 0 G 0 0 0 0 0 0
initial Put: 59 45 52 8 52 107 98 1396 69 40 1470 6
User Adj: 1.00 1.00 1..00 1.00 1.00 1.O0 1.00 1.00 1.00 1.00 1.00 I..CO
PHF Adj: 1.00 1.00 1..00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 59 45 52 8 52 107 98 1396 69 40 1470 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 59 45 52 8 52 107 98 1396 69 40 1470 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 59 45 52 8 52 107 98 1396 69 40 1470 6
Ov1AdjVol: -
------------ --------------- II--------------, II--------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.600
Adjustment: 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.03 1.00
Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.99 0.01
Final Sat.: 1600 1700 1700 1600 1700 1700 1600 3400 1700 1600 3287 13
------------ I--------------- 11--------------- II--------------- II---------- - - -- -I
Capacity Analysis Module:
Vol. /Sat: 0.04 0.03 0.03 0.01 0.03 0.06 0.06 0.41 0.04 0.03 0.45 0.46
Ov1AdjV /S: C.00
Crit Moves * * #3 14 ** 13 ** * *1*
3rt'k3 kkik4Yk43* 4111# il}** 4+ + # }i }t +i *i *43 * *3 *k * *33k- }33 -t.i k3- i3kkk }3i kkax131k3 * # *34k*
Traffix 6.0.0715 (c) 2008 Dowling Assoc. Licensed to LEG Costa Mesa, CA
C -52
AI-1 Cum Plus Gas Station Mon Apr 29, 2013 15:05:03 Page 6 -1
AM Cumulative Plus Gas Station Conditions
2.13.3368.1 Main 3 PCI1 Mixed -Use Center. Seal Beach
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU l(Loss as Cycle Length 3) Method (Future Volume Alternative)
I.I. - I 4 � - I I II, *i .1: II Ii 1411 44 * I I i 4 « i * * I * *i * I* I I k+ M i I. I I ki F .:}i I * * I F}*i-- k*I *III-
intersection 43 12th StreeL at Pacific Coast Highway
}y };.1.� }k+4�xL + # }i 444it * *i kA A'A *iMFk} *- AA #kA #kkL�Li * } *ki k4�k�}4 / }*A }xikf }il *A' * } #4}
Cycle (sec): 100 Critical Vol./Cap-(X): 0.723
Loss Time (sec): 10 Average Delav (sec /veh): xxxxxx
Optimal Cycle: 53 Level Of Service: C
Street Name: 12th Street Pacific Coast Highway
Approach: North Bound SouLh Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II--------------- II--------------- II ---------- - - - - -
I
Control: Permitted Permitted Protected Protected
Rights: Include include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 1 0 t 0 1. 1 0 2 0 1 1 0 1 1 0
-- I --------------- II--------------- II--------------- II----- ---- - - - - - -
I
Volume Module:
Base Vol: 69 61 33 37 40 35 36 1506 26 28 1517 6
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1..00 1.00 1.00 1.00 1.00
Initial Bse: 69 61 33 37 40 35 36 1506 26 28 151 7 6
Added Vol: 0 0 0 C 0 0 0 0 0 0 0 0
Passer3yVo1: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 69 61 33 37 40 35 36 1506 26 28 1517 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 69 61 33 37 40 35 36 1506 26 28 1517 6
Reduce Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 69 61 33 37 40 35 36 1506 26 28 1517 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00
FinalVolume: 69 61 33 37 40 35 36 1506 26 28 1517 6
------------ --------------- II--------------- II-------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1.600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.03 1.00
Lanes: 0.43 0.37 0.20 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.99 0.01
Final Sat.: 677 599 324 1600 1700 1700 1600 3400 1700 1600 3287 13
------------ I --------------- II - - - - -- - II---- ----- ------ II------- --- - - - - -I
Capacity Analysis Module:
Vol /Sat: 0.04 0.10 0.10 0.02 0.02 0.02 0.02 0.44 0.02 0.C2 0.46 0.48
Crit Moves:
Traffix 8.0.0715 (c) 2008 Dowlzno Assoc. Licensed to LLG Costa Mesa, CA
C -53
AM Cum Plus Gas Station Mon Apr 29, 2013 15:05:03 Page 7 -1
AM Cumulative Plus Gas Station Conditions
2.13.3368.1 Main e PCH Mixed -Use Center, Seal Beach
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length 8) Method (Future Volume Alternative)
Intersection #4 Seal Beach Blvd at PCH
Cycle (sec): 1.00 Cri L.ical. Vol.. /Cap.(X): 0.789
Loss Time (sec): 10 Average Delay (sec /veh)): xxxxxx
Optimal Cycle: 64 Level Of Service: C
SLreeL Name: Seal Beach Blvd PCH
Approach: North Bound South Bound East Bound west Bound
Movemert: L - T - R L - T - R L - T - R L - T - R
--- --------------- II--------------- II--------------- II---- _----- - - - - -
I
Control: Split Phase Split Phase Protected Protected
Rights: include Include Include OV1
Mir.. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 _ 0 2 0 1 0 1 1 0 2 0 1 - 0 2 0 1
--------------------------- II--------------- II------ -------- -11- -------- - - -- -I
Volume Module:
Base Vol: 11 150 81 374 98 188 131 1396 14 11 1420 406
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 150 81 374 98 188 131 1396 14 11 1420 406
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: Ii 150 81 374 98 188 131 1396 14 11 1420 406
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1..00
PHF Volume: 11 150 81 374 98 188 131 1396 14 11 1420 406
Reduc= Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced "Vol: 11 150 81 374 98 188 131 1396 14 11 1420 406
PCE Adj: 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 11 150 81 374 98 188 131 1396 14 11 1420 406
OvlAdj Vol: 207
--------------------------- II--------------- 11--------------- II---------- - - - - -I
Saturation Flow Module:
Sat /Lane: 1.600 1600 1600 1-600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.05 1.00 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.06 1.06
Lanes: 1.00 1.30 0.70 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00
Final Sat.: 1600 2178 11.22 3200 1700 1700 1600 3400 1700 1600 3400 1700
------------ I--------------- II--------------- 11--------------- 11------ ---- - -- - -I
Capacity Analysis Module:
Vol /Sat: 0.01 0.07 0.07 0.12 0.06 0.11 0.08 0.41 0.01 0.01 0.42 0.24
OvlAdj V /S: 0.12
Crit Moves:
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -54
AM Cum Plus Gas Station Mon Apr 29, 2013 15:05:03 Page 8 -1
AM Cumulative Plus Gas Station Conditions
2.13.3368.1 Main 5 PCB Mixed -Use Center, Seal Beach
--------------------------------------------------------------------------------
Level Of Service Computation Report
2000 HCM 4 -Way Stop Method (Future Volume Alternative)
Intersection #5 Main Street at Electric Ave
Cycle (sec): 100 Critical Vol. /Cap -(X): 0.168
Loss Time (sec): 0 Average Delay (sec /veh): 8.2
Optimal Cycle: 0 Level Of Service: A
Street Name: Main Street Electric Ave
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - 'r - R
------------ --------------- II --------------- II--------------- 11 ---------------
I
Control: Stop Sign Stop Sign Stop Sign S-op Sign
Righ�s: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 11 0 0 0 0 1! 0 0 0 0 1! 0 C 0 0 1! 0 0
------------ I --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 11 100 14 17 93 21 38 31 9 30 54 37
Growth Adj: 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1 -00 1.00 1.00
Initial Bse: 11 100 14 17 93 21 38 31 9 30 54 37
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Passer2yVOl: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 11 100 14 17 93 21 38 31 9 30 54 37
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 11, 100 14 17 93 21 38 31 9 30 54 37
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 1.1 100 14 17 93 21 38 31 9 30 54 37
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.O0 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00
FinalVolume: 11 10C 14 17 93 21 38 31 9 30 54 37
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1 -00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.09 0.80 0.11 0.13 0.71. 0.16 0.49 0.40 0.11 0.25 0.45 0.30
Final Sac.: 68 622 87 101 555 125 359 293 85 192 345 237
------------ --- -- ------ -- - -I! --------------- --------------- ---------------
Capacity Analysis Module:
Vol. /Sat: 0.16 0.16 0.16 0.1.7 0.17 0.1.7 0.11. 0.11 0.11 0.16 0.16 0.16
Crit Moves: * *.i +... 1.1, ♦,,-
Delay/Veh: 8.2 e -2 8.2 8.3 8.3 3.3 8.1 8 -1 8.1 8.2 8.2 8.2
Delay Adj: 1.00 1.00 1.00 1.00 "_.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 8.2 8.2 8.2 8.3 8.3 8.3 8.1. 8.1 8.1 8.2 8.2 8.2
LOS by Move: A A A A A A A A A A A A
ApproachDel: 8.2 8.3 8 -1 8.2
Delay Adj: 1.00 i..00 1.00 1.00
ApprAdj Del: 8.2 8.3 8 -1 8.2
LOS by Appr: A A A A
A11WayAvgQ: 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -55
AM Cum Plus Gas Station Mon Apr 29, 2013 15:05:03 Page 9 -1
AM Cumulative Plus Gas Station Conditions
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
-` -
Level Of Service Computation Report
ICU 1(I.oss as Cycle Length $) Method (Future Volume Alternative)
}#*+*+###*+##*#*****+*}***+++#***+++*}#*** + * * * * * * * + + # * * * * * # # } #* + * * + # # * * #L
Intersection k6 Seal Beach Blvd at Bol.sa Ave
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.454
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle.: 31 Level Of Service: A
Street Name: Seal Beach Blvd Bolsa Ave
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------
I
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 _ 0 0 1 0 0 1 1 0 1 0 1
---------- - - I - -- -II---------------II---------------II-----
Volume Module:
Base Vol: 11 704 6 1i 558 212 249 5 92 18 8 48
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Sse: 11 704 6 11 553 212 249 5 92 18 8 48
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 11 704 6 11 558 212 249 5 92 18 8 43
User Adj: 1.00 i.00 1.00 1100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 11 709 6 it 558 212 249 5 92 18 8 48
Reduct Vol: 0 0 0 0 0 C 0 0 0 0 0 0
Reduced Vol: 11 704 6 li 558 212 249 5 92 18 8 48
PCE Adj: 1.00 1.00 1..00 1.00 1.00 7..00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVOlume: 11 704 6 11 558 212. 249 5 92 18 8 48
------------ --------------- --------------- --------------- ---------------
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.04 1.00 1.00 1.06 1_00 1.00 1.00 1.06 1.00 1.06 1..06
Lanes: 1.00 2.97 0.03 1.00 2.17 0.83 0.93 0.02 1.00 1.00 1.00 1.00
Final Sat.: 1600 4959 41 1600 3678 1322 1569 31 1700 1600 1700 1700
------- ----- I ------------- - -li -- ----- II--------------- II---------- -- - - -I
Capacity Analysis Module:
Vol /Sat: 0.01 0.14 0.15 0.01 0.15 0 -16 0.16 0.16 0.05 0.01 0.00 0.03
Crit Moves: * * ** * * ** # * }* * * **
Traffix B.C.0715 (c) 2008 Dowlicq Assoc. Licensed to LLG Costa Mesa, CA
C -56
PM Cum Plus Gas Station Mon Apr 29, 2013 15:05:22 Page 4 -1.
-- - --
PM Cumulative Plus Gas Station Conditions
2.13.3368.1 Main 5 PCH Mixed -Use Center, Seal Beach
---- --- - - - --- - ---- -- ---- ---- - - - ---
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection #1 PCH at 1st Street
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.844
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: -78 Level Of Service: D
Street Name: PCH 1st Street
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II --------------- II--------------- II---------- -- - - -
I
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 G 1 I 0 1 0 1 1 0 2 0 0 1 0 0 0 1! 0 0
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 39 1600 3 i 1980 154 158 0 42 2 _ 3
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 39 1600 3 1 1980 154 158 0 42 2 1 3
Added Vol: 0 0 0 0 0 0 0 C 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 39 1600 3 1 1980 154 158 0 42 2 1 3
User Ad',: i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 -00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 "_.00 -.00
PHF Volume: 39 1600 3 1 1980 154 158 C 42 2 1 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 39 1600 3 1 1980 154 158 0 42 2 1 3
PCE Adj: 1.00 1.00 100 1.00 1.00 1.00 1.00 1.00 1 -00 1.00 1.00 i.00
ELF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 39 1600 3 1 1980 154 158 0 42 2 1 3
------------ --------------!--------------- II--------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1.600 1600 1600 1600 1600
Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 1.99 0.01 1.00 1.86 0.14 2.00 0.00 1.00 0.33 0.17 0.50
Final Sat.: 1600 3294 6 1600 3069 231 3200 0 1600 533 2667 800
------ --- --- I ------ -- -- - - - -- it - - - -- --------- II--- ------------ II---------- - - - - -I
Capacity Analysis Module:
Vol/Sat: 0.02 0.49 0.50 0.00 0.65 0.61 0.05 0.00 0.03 0.00 0.00 0.00
Cri.t moves.
Traffix 8.0.07'_5 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -57
PM Cum Pius Gas Station Mon Apr 29, 2013 15:05:22 Page 5 -1
PM Cumulative Plus Gas Station Conditions
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
_ - - -_ -- _ -____ - ________ -_ ____________________ _ _ __
Level. Of Service Computation Report
ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative)
Intersection t2 Main Street at PCH
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.818
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 71 Level Of Service: D
+*+k* m# s***+**#** {***#£*+ iv++ k*******+*+**** * #* * * * * ** ** * * * *£ * * *+ *#z * * * * ** ++
Street Name: Main Street PCH
Approach: North Bound South Bound Fast Bound West Bound
Movement: L - T - R L - 'P - R L - T - R L - T - R
___ __________ _ _II__ _---- 11__ _- _-- _______- II__-- _________ - -I
Control: Permitted Permitted Protected Protected
Rights: Include Ov.1 Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4 -0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 0 1, 1 0 1 0 1 1 0 2 0 1 l 0 1 1. 0
------------ ---------------- II--------------- 11--------------- II---------------
I
Volume Module:
Base Vol: 120 68 66 21 75 168 233 1788 119 116 1430 14
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7..00
Tnitial Bse: 120 68 66 21 75 168 233 1788 119 116 1430 14
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Tnitial Fut: 120 68 66 21 75 168 233 1788 119 116 1430 14
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 120 68 66 21 75 166 233 1788 119 116 1430 14
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 120 68 66 21 75 168 233 1788 119 7.16 1.430 14
PCB Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1..00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 100 1.00
Finalvolume: 120 66 66 21 "15 168 233 1788 119 116 1430 14
Ov!Adj Vol: 0
------------ --------------- II--------------- II--------------- II---------------
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.0E 1.06 1.00 1.03 1.00
Lanes: 1.00 1.00 1.00 1.00 1..00 1.00 1.00 2.00 1.00 1.00 1.98 0.02
Final Sat.: 1600 1700 1700 1600 1700 1700 1600 3400 1700 1600 3269 31
------------ I---------------{--------------- II--------------- 11------- --- - - - - -I
Capacity Analysis Module:
Vol /Sat: 0.08 0.04 0.04 0.01 0.04 0.10 0.15 0.53 0.07 0.07 0.44 0.45
OvlAdjV /S: 0.00
Crit Moves. * * ** # # ## + + ** * + #+
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -58
PM Cum Plus Gas Station Mon Apr 29, 2013 15:05:22 Page 6 -1
PM Cumulative Plus Gas Station Conditions
2.13.3368.1. Main & PCH Mixed -Use Center, Seal Beach
------------------------------------------------------------------
Level Of Service COMOUtaLiOn Report
TCU 1(Loss as Cycle Length a) Mezhod (Future Volume Alternative)
Intersection H3 12th Street at Pacific Coast Highway
***+*#*****+***}###** k**#**#*#*****+***}* k**+***** k ** * #i:}i ** } + +++ *} * #k + *+ * + * } * }*
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.824
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 72 Level Of Service: D
******#**++*****#*****************#**** k********+ * ** *+ +x+ * *k* * ** * *+ * # *kk * *+ * * # **
Street Name: 12th Street Pacific Coast Highway
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- 1--------------- ---------------
i
Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
y. +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 11 0 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
---------- - - I - -- ----- II--------------- II--------------- II---------- - - - - -I
Volume Module:
Base Vol: 68 52 39 60 66 24 68 1913 64 39 1531 18
Growth Adj: 1..00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 68 52 39 60 66 24 68 1913 64 39 1531 18
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 68 52 39 60 66 24 68 1913 64 39 1531 18
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1 -00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 68 52 39 60 66 24 68 1913 64 39 1531 18
Reduct Vol: 0 0 0 0 0 0 0 C 0 0 0 0
Reduced Vol: 68 52 39 60 66 24 68 1913 64 39 1531 18
PCE Adj: 1..00 1.00 1.00 1.00 1.00 1.00 ]. -00 1.00 1.00 1.00 1.00 1_00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00
FinalVOlume: 68 52 39 60 66 24 68 1513 64 39 1531 18
--- --- - - ----
Saturation Flow Module:
Sat /Lane: 1600 1600 1.600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.06 1.06 1 -00 1.066 1.06 1.00 1.03 1.00
Lanes: 0.43 C.33 0.24 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.98 0.02
Final Sat.: 684 523 392 1600 1700 1700 1600 3400 1700 1600 3263 37
---------- - - I --------------- ------- --------------- ---------------
Capacity Analysis Module:
Vol /Sat: 0.04 0.10 0.10 0.04 0.04 0.01 0 -04 0.56 0.04 0.02 0.47 0.48
Crit Moves:
Tra`fix 8.0.0715 (c) 2008 Dowlirg Assoc. Licensed to LL-_ Costa Mesa, CA
C -59
PM Cum Plus Gas Station blon Apr 29, 2013 15:05:22 Page 7 -1
PM Cumulative Plus Gas Station Conditions
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
--- -- - - -- --- ---- --- --- - - -- -- - - --
Level Of Service Computation Report
ICU 1(Loss as Cycle 'Lencth %) Method (Future Volume Alternative)
Intersection 44 Seal Beach Blvd at PCH
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.849
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 80 Level Of Service: D
Street Name: Seal Beach Blvd PCH
Approach: No-th Sound South Bound East Bound West Bound
Movement: L - T - R 1. - T - R L - T - R L - T - R
------------ I --------------- II --------------- II--------------- II---------- - - - - -
I
Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Ovi
Min. Green: 0 0 0 G 0 0 0 0 0 0 0 0
YfR: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 2 0 1 0 1 1 0 2 0 1 1 0 2 0 1
------------ I --------------- II--------------- il--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 11 136 91 410 164 257 201 1629 38 77 1293 273
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 136 91 410 164 257 201 1629 38 77 1293 273
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 11 136 91 410 164 257 201 1629 38 77 1293 273
Use- Adj: 1.00 1.CO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 11 136 91 410 164 257 201 1629 38 77 1293 273
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 11 136 91 410 164 257 201 1629 38 77 1293 273
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 i.00 1.00
FinalVO.l.ume: 11 136 91. 410 1.64 257 207. 1629 38 77 1293 273
OvlAdtVol: 16
------------ --------------- --------------- --------------- ---------------
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1.600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.05 1.00 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.06 1.06
Lanes: 1.00 1.20 0.80 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00
Final Sat.: 1600 2017 1283 3200 1.700 1700 1600 3400 1700 1600 3400 1700
------------ I ---------------!--------------- II--------------- II---------- - - - - -
I
Capacity Analysis Mocule:
Vol /Sat: 0.0i 0.07 0.07 0.13 0.10 0.15 0.13 0.48 0.02 0.05 0.38 0.16
Ov1AdjV /S: 0.01
Crit Moves: } * #} } * +} * } ** * + +*
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -60
PM Cum Plus Gas Station. Mon Aor 29, 2013 15:05:22 Page 8 -1
PM Cumulative Plus Gas Station Conditions
2.13.3368.1 Main 5 PCH Mixed -Use Center, Seal Beach
-- - --
Level Of Service Computation Report
2000 HCM 4 -Way Stop Method (Future Volume Alternative)
Intersection #5 Main Street at Electric Ave
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.314
Loss Time (sec): 0 Averace Delay (sec /veh): 9.1
Optimal Cycle: 0 Level Of Service: A
Street Name: Main Street Electric Ave
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II--------------- II --------------- II---------- - - - - -
I
Control: Stop Sign Stop Sign Stop Sign Stop Sign
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 1! 0 0 0 0 11 0 0 0 0 11 0 0 0 0 1! 0 0
--------------------------- II--------------- 11--------------- II---------- - - - - -I
Volume Module:
Base Vol: 8 118 15 21 1.84 31. 37 54 14 29 70 40
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00
Initial Bse: 8 118 15 21 184 31 37 54 14 29 70 40
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 C 0 0 0 0 0 0 0 0 0
Initial Fut: 8 118 15 21 184 31 37 54 14 29 70 40
User_ Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1_.00 1.00 1.00 1.00
PEP Adj: 1.00 1.00 1.00 100 1.00 1.00 1..00 1.00 i.00 1.00 1.00 1.00
PEE Volume: 8 118 15 21 184 31 37 54 14 29 70 40
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 8 118 15 21 184 37. 37 59 19 29 70 40
ICE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 8 118 15 21 184 31 37 54 14 29 70 40
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.0C 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.06 0.84 0.10 0.09 0.78 0.13 0.35 0.52 0.13 0.21 0.50 0.29
Final Sat.: 41 606 77 67 586 95 239 349 91 147 356 203
------------ I --------------- II--------------- II--------------- II---------- -- - - -
I
Capacity Analysis Module:
Vol /Sat: 0.19 0.19 0.19 0.31 0.31 0.31 0.15 0.15 0.15 0.20 0.20 0.20
Crit Moves: * # ## + +:# * * #* * ***
Delay /Veh: 8.8 8.8 E.E 9.6 9.6 9.6 8.8 8.8 8.8 8.8 8.8 8.8
Delay Adj: 1.00 1.00 1.00 i.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 8.8 8.8 8.8 9.6 9.6 9.6 8.8 8.8 8.8 8.8 8.6 8.6
LOS by Move: A A A A A A A A A A A A
ApproachDel: 8.8 9.6 8.8 8.8
Delay Adj: 1..00 1.00 1.00 1.00
ApprAdj Del: 8.8 9.6 8.8 8.8
LOS by Appr: A A A A
A11WayAvgQ: 0.2 0.2 0.2 0.4 0.4 0.4 0.2 0.2 0.2 0.2 0.2 0.2
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LEG Costa Mesa, CA
C -6l
PM Cum Pius Gas Station Mon Apr 29, 2013 15:05:22 Page 9 -1
PM Cumulative Plus Gas Station Conditions
2.13.3368.1 Main 6 PCE Mixed -Use Center, Seal Beach
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length Method (Future Volume Alternative)
1*****='*+*f F#+*+** i*** i*************** z**-**** FY#* * * * * * ** * * * * * * ** * * * * * # ** * * * *k *x*
Intersection #6 Seal Beach Blvd at Boisa Ave
Cycle (sec): 100 Critical Vol.. /Cap.(X): 0.440
Loss Time (sec): 10 Average Del.ay (sec /veh): xxxxxx
Optimal Cycle: 30 Level Of Service: A
** t*+* s*+********* i**+ t* * * * * * * ** * *L** * * *4 *** * ** ** * * **:Y t *** ** ** ** * * ***Ii I* * * # * * * -k
Street Name: Seal Beach Blvd Bo'_sa Ave
Approach: North Bound South Bound East Bound West Bound
Movement: L - _ - R L - T - R L - T - R L - T - R
------------ --------------- II--------------- II--------------- II ---------------
I
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: c.0 41.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 0 1 1 0 1 0 1
--- --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol.: 14 571 12 37 779 237 1.54 15 30 6 8 24
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 100 1.00 1.00
Initial Bse: le 571 12 37 779 237 154 15 30 6 8 24
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Put: 14 571 12 37 779 237 154 15 30 6 8 29
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 14 571 12 37 779 237 154 15 30 6 8 24
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 14 571 12 37 779 237 154 15 30 6 8 24
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 -00 1.00
FinalVOlume: 14 571 12 37 779 237 154 15 30 6 8 24
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lace: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.00 1.06 1.00 1.06 1.06
Lanes: i.00 2.94 0.06 1.00 2.30 0.70 0.91. 0.09 1.00 1.00 1.00 1.00
Final Sat.: 1600 4901 99 1600 3880 1120 1458 142 1700 1600 1700 1700
------------ I --------------- II--------------- II - --- ------ ---- - - - - -I
Capacity Analysis Module:
Vol /Sat: 0.07. 0.1.2 0.12 0.02 0.20 0.21 0.11. 0.11 0.02 0.00 0.00 0.01
Crit Moves:
Tra =fix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LL-_ Costa Mesa, CA
C -62
LINscom LAw & GREENSPAN, engineers
APPENDIX C -VII
CUMULATIVE PLUS PROJECT
TRAFFIC CONDITIONS
LLG Ref. 2 -13- 3368 -1
Main & PCH Mixed -Use Center, Seal Beach
1:: r.a :1'..%A 11lln' "h 1". Nllx'fymv lnllluyi lLyM rar tgFJl.0 y r
AM Cum Plus Project Fri Ao= 19, 2013 10:28:42 Page 4 -1
AM Cumulative Plus Project Conditions
2.13.3368.1. Main 5 PCH Mixed -Use Center, Seal Beach
-- ------ -- - ---
Level Of Service Computation Report
ICU !(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection #1 PCH at 1st Street
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.693
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 49 Level Of Service: B
Street Name: PCH 1st Street
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ ---------------II--------------- Ii --------------- II ----
Control: Protected Protected Split Phase Split Phase
Rights: Include Include irclude Include
Mi.n. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 2 0 0 1 0 0 0 1! 0 0
--------------------------- II--------------- II--------------- 11---------- - - - - -I
Volume Module:
Base Vol: 14 1665 6 4 1517 55 211 0 52 1 0 3
Growth Adj: 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 14 1665 6 4 1517 55 211 0 52 1 0 3
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 14 1665 6 4 1517 55 211 0 52 1 0 3
User Adj: 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 14 1665 6 4 1517 55 211 0 52 1 0 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 14 1665 6 4 1517 55 211 0 52 1 0 3
PCE Adj: 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00
FinalVolume: 14 1665 6 4 1517 55 211 0 52 1 0 3
------------ --------------- II--------------- II---------- --- -- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 1.99 0.01 1.00 1.93 0.07 2.00 0.00 1.00 0.25 0.00 0.75
Final Sat.: 1600 3289 11 1600 3188 112 3200 0 1600 400 0 1200
------------ I --------------- II--------------- II---- ----------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.01 0.51 0.52 0.00 0.48 0.49 0.07 0.00 0.03 0.00 0.00 0.00
Crit Moves:
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -63
AM Cum Plus Project Fri Apr 19, 2013 10:28:42 Page 5 -1
PM Cumulative Plus Project Conditions
2.13.3368.1 Main 6 PCH Mixed -Use Center, Seal Beach
- -- ----------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative;
intersection a2 Main Street at PCH
Cycle (sec): 100 Critical Vol.. /Cap.(X): 0.685
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 48 Level Of Service: 3
Street Name: Main Street PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - 'I - R L - T - R L - T - R
------------ --------------- II--------------- II --------------- II ---------- - - - - -
I
Control: Permitted Permitted Protected Protected
Rights: Include Ovi include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 0 i. 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ ---------------II---------------II---------------II--------
Volume Module:
Base Vol: 43 42 50 9 52 107 98 1420 49 41 1486 6
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 43 42 50 9 52 107 98 1420 49 41 1486 6
Added Vol: 0 0 C 0 0 0 0 0 0 0 0 0
PasserBy Vel: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 43 42 50 9 52 107 98 1420 49 41 1486 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1_00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 43 42 50 9 52 107 98 1420 49 41 1486 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 .0 0
Reduced Vol: 43 42 50 9 52 107 98 1420 49 41 1486 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 43 42 50 9 52 107 98 1420 49 41 1486 6
OVlAd -Vol: 3
------------ --------------- II ---------------II---------------II--
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.03 1.00
Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.99 0.01
Final Sat.: 1600 1700 170C 1600 1700 1700 1600 3400 1700 1600 3287 13
------------ I --------------- II--------------- II--------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.03 0.02 0.03 0.01 0.03 0.06 0.06 0.42 0.03 0.03 0.45 0.47
Ov1AdjV /S: 0.00
Crit Moves:
Traffix 8.0.071.5 (c) 2008 Dowling Assoc. Licensed to LEG Costa Mesa, CA
C -64
AM Cum Plus Project Fri Apr 19, 2013 10:26:42 Page 6 -1
AM Cumulative Plus Project Conditions
2.13.3368.1 Main 5 PCH Mixed -Use Center, Seal Beach
--------------------------------------------------------------------------------
Level Of Service Computation Report
ICU ].(Loss as Cycle Lencth 4) Method (Future Volume Alternative)
Intersection #3 12th Street at Pacific Coast Highway
Cycle (sec): 100 Critical Vol. /Cap-(X): 0.733
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 55 Level Of Service: C
Street Name: 12th Street Pacific Coast Highway
,Approach: North Eound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- 11 --------------- 11 --------------- 11 ---------------
Control: Permitted Permitted Protected Protected
Rights: Include Include Inc.iude Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 it 0 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ ---------------!--------------- II----------- ---- II------- --- --- - -
I
Volume Module:
Base Vol: 69 61 33 37 40 35 51 1510 30 28 1519 6
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 69 61 33 37 40 35 BL 1510 30 28 1519 6
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 69 61 33 37 40 35 51. 1510 30 28 1519 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PEE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 69 61 33 37 40 35 51 1510 30 28 1519 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 69 61 33 37 40 35 51 1510 30 28 1519 6
PCE Adj: 1.00 1..00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1..00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolame: 69 61 33 37 40 35 51 1510 30 28 1519 6
------------ --------------- li--------------- II--------------- II------ ---- -- - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.03 1.00
Lanes: 0.43 0.37 0.20 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1..99 0.01
Final Sat.: 677 599 324 1600 1700 1700 1600 3400 1700 1600 3287 13
--------------- II--------------- II--------------- 1!-------- -- - - - - -I
Capacity Analysis Module:
Vol /Sat: 0,04 0.10 0.10 0.02 0.02 0.02 0.03 0.44 0.02 0.02 0.46 0.48
Crit Moves: + + ++ + # ++ * * #* * * **
'Praf£ix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -65
AM Cum Pius Project Fri Apr 19, 2013 10:28:42 Page 7 -1
AM Cumulative Plus Project Conditions
2.13.3368.1 Main S PCH Mixed -Use Center, Seal Beach
___ - ______ - -_____ - -_ -_ -_ _ _ __ _____
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
*+++++#**#*+ k+++* Y+*#++++#}#+++***#*}+##++#*#*++ k + * + # # # + + + + + + + * *Y + # # + + + + + * * * # # ++
Intersection #4 Seal Beach Blvd at PCH
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.791
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 65 Level Of Service: C
Street Name: Seal Beach Blvd PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - 'P - R L - T - R L - T - R
------------ I --------------- II--------------- II--------------- II---------------
)
Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Ovl
Yin- Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 2 0 1 0 1 1 0 2 0 1 1 0 2 G 1
------------ I --------------- II--------------- II--------------- II---- ------ ---- -
I
Volume Module:
Base Vol: 11 150 81. 374 98 188 134 1398 14 11 1423 406
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 150 81 374 98 182 134 1398 14 11 1423 406
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVo1: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Put: 11 150 81 374 96 188 134 1398 14 11 1423 406
User Aci: 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 11 1-50 81 374 98 188 134 1398 14 11 1423 406
Reduct Vol: 0 0 0 0 0 0 0 0 G 0 0 0
Reduced Vol.: 11 150 81 374 98 188 1.34 1398 14 11 1423 406
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1-00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 11 150 81 374 98 188 134 1398 14 11 1423 406
OviA.dj Vol : 207
------------ --------------- II--------------- II--------- ------ II---------- -- - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1.600 1.600 1 -600 1600 1600 1600 16GG
Adjustment: 1.00 1.05 1.00 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.06 1.06
Lanes: 1.00 1.30 0.70 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00
Final Sat.: 1600 21-73 1122 3200 1700 1700 1600 3400 1700 1600 3400 1700
------------ I-------------- II------- -------- II--------- - - - - -- 1-l- --------- - - - - -I
Capacity Analysis Module:
Vol/Sat: 0.01 0.07 0.07 0.12 0.06 0.11 0.08 0.41 0.01 0.01 0.42 0.24
OvlAdjv /S: 0.12
Crit Moves:
T_-affix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -66
AM Cum Plus Project Fri Apr 19, 2013 10:28:42 Page 8 -1
AM Cumulative Plus Project Conditions
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
--------- -------- -- ----- ------ -
Leve1 Of Service Computation Report
2000 P,CM 4 -way Stop Method (Future Volume Alternative)
Intersection #5 Main Street at Electric Ave
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.161
Loss Time (sec): 0 Average Delay (sec /veh): 8.2
Optimal Cycle: 0 Level Of Service: A
Street Name: Main Street Electric Ave
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II--------------- II--------------- II ---------------
I
Control: Stop Sign Stop Sign Stop Sian Stop Sign
Rights: Include Include include Include
Min. Greer.: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 11 0 0 0 0 11 0 0 0 0 11 0 0 0 0 11 0 0
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 11 100 14 15 90 19 37 31 9 31 55 36
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 100 14 15 90 19 37 31 9 31 55 36
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 11 100 14 15 90 19 37 31 9 31 55 36
User Adi: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 11 i00 14 15 90 19 37 31 9 31 55 36
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 11 100 14 15 90 19 37 31 9 31 55 36
PCE Adj: 1.00 1.00 1.00 1_00 7..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1..00 1.00 1..00 1.00 1..00 1..00 1.00 1.00 1.00 1..00 1.00 1.00
FinalVolume: 11 100 la 15 90 19 37 31 9 31 55 36
------------ --------------- II--------------- il-- -- ---- ------- II---------- - - - - -
I
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.09 0.80 0.11 0.12 0.73 0.15 0.48 0.40 0.12 0.25 0.45 0.30
Final Sat.: 69 623 87 95 567 120 356 298 87 197 350 229
------ - - - - -- - II - - - - --
Capacity Analysis Module:
Vol /Sat: 0.16 0..16 0.1.6 0.16 0.16 0.16 0.10 0.10 0.10 0.16 0.16 0.16
Crit Moves: * * ** °* ** * * ** *£ **
Delay /Veh: 8.2 8.2 8.2 8.2 8.2 8.2 8.1 6.1 8.1 8.2 8.2 8.2
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 8.2 8.2 8.2 8.2 8.2 8.2 8.1 8.1 8.1 8.2 8.2 8.2
LOS by Move: A A A A A A A A. A A A A
ApproachDel: 8.2 8.2 8.1 8.2
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdj Del: 8.2 8.2 8.1 8.2
LOS by Appr: A A A A
Al1WayAvgQ: 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -67
AM Cum Plus Project Fri Apr 19, 2013 10:28:42 Page 9 -1
AM Cumulative Plus Project Conditions
2.13.3368.1 Main e PCH Mixed -Use Center, Seal Beach
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection 46 Seal Beach Blvd at Bolsa Ave
Cycle (sec): 100 Critical Vol.. /Cap.(X): 0.455
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 31 Level OF Service: A
Street Name: Seal Beach Blvd Bolsa Ave
Approach: North Bound South Bound East Bound west Bound
Movement: L - T - R L - T - R - T - R L - T - R
------------ I --------------- II --------------- II -!------------- II ---------- - - - - -
I
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 0 1 1 0 1 0 1
Volume Module:
Base Vol: 11 707 6 Il 558
Growth Adj: 1.00 1.00 1.00 1.00 1.00
initial Rse: 11 707 6 11 558
Added Vol: 0 0 0 0 0
PasserByVoi: 0 0 0 0 0
Initial Put: 11 707 6 11 558
User Adj: 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00
PHF Volume: 11 707 6 11 558
Reduct Vol: 0 0 C 0 0
Reduced "Vol_ 11 707 6 11 558
PCE Adj: 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 i.00
FinaiVolume: 11 707 6 11 558
------------I---------------li---------
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600
Adjustment: 1.00 1.04 1.O0 1.00 1.06
Lanes: 1.00 2.97 0.03 1.00 2.16
Final Sat.: 1600 4960 40 1600 3660
------------ I ---------------I!---------
Capacity Analysis Module:
Vol /Sat: 0.01 0.14 0.15 0.01 0.15
Crit Moves: * * **
216
1.00
216
0
0
216
1.00
1.00
216
0
216
1.00
1.00
216
1600
1.00
0.34
1340
0.16
249 5 92 18 8 48
1.00 1.00 1.00 1.00 1.00 1.00
249 5 92 18 8 48
0 0 0 0 0 0
0 0 0 0 0 0
249 5 92 18 8 48
1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00
249 5 92 18 a 48
0 0 0 0 0 0
249 5 92 18 8 48
1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00
249 5 92 18 8 48
--------------- II---------- - - - - -I
1600 1600 1600 1600 1600 1600
1.00 1.00 1.06 1.00 1.06 1.06
0.98 0.02 1.00 1.00 1.00 1.00
1569 31 1700 1600 1700 1700
---------- ----- II---------- - - - - -I
0.16 0.16 0.05 0.01 0.00 0.03
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -68
PM Cum Plus Project Fri Apr 19, 2013 10:29:22 Pace 4 -1
PM Cumulative Plus Project Conditions
2.13.3368.1 Main 5 PCH Mixed -Use Center, Sea! Beach
--------------------------------------------------------------------------------
Leve1 Of Service Computation Report
ICU 1(LOSS as Cycle Length 3) Method (Future Volume Alternative)
Intersection #1 PCH at 1st Street
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.846
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 79 Level Of Service: D
Street Name: PCH 1st Street
Approach: North Bound South Bound Gast Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II --------------- II --------------- II ---------- - - - - -
I
Control l: Protected Protected Split Phase Split Phase
Ri.ghts: Include include .include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 2 0 0 1 0 0 0 11 0 0
------------ --------------- li--------------- II --------------- II ---------- - - - - - I
Voi=e Module:
Base Vol: 39 1605 3 1 1984 154 158 0 42 2 1 3
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 39 1605 3 1 1984 154 158 0 42 2 1 3
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Tnitial Fut: 39 1605 3 1 1984 154 158 0 42 2 1 3
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 39 1605 3 1 1984 154 158 0 42 2 1 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 39 1605 3 1 1984 154 158 0 42 2 1 3
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 39 1605 3 1 1984 154 158 0 42 2 1 3
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.03 1.00 1.00 1.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 1.00 1.99 0.01 1.00 1.86 0.14 2.00 0.00 1.00 0.33 0.17 0.50
Final Sat.: 1600 3294 6 1600 3070 230 3200 0 1600 533 267 800
------------ I --------------- II--------------- II--------------- II ---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.02 0.49 0.50 0.00 0.65 0.67 0.05 0.00 0.03 0.00 0.00 0.00
Crit Moves:
Traifix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -69
PM Cum Plus Project Fri Apr 19, 2013 10:29:22 Pace 5 -1
PM Cumulative Plus Project Conditions
2.13.3368.1. Main 5 PCH Mixed -Use Center, Seal Beach
------ --------------- - --
Level Of Service Computation Report
ICU 1(Loss as Cycle Length 0) Method (Future Volume Alternative)
Intersection 42 Main Street at PCH
+ +tt «rtra���+ a ttttttattttttt��atr+ ttrtt+ �rta<,:.< >aerrttr +atrr +�rrrrraarrr�rtr ++
Cycle (sec): 100 Critical Vo:L. /Cap.(X): 0.810
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 69 Level Of Service: D
Street Name: Main Street PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R I - I - R L - T - R L - T - R
--------------------------- 11--------------- II-------- -- ----- 11---------- - - - - -I
Control: Permitted Permitted Protected Protected
Rights: include Ovl Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ --------------- II--------------- II-------------- -II--------- - - - - - -
I
Volume Module:
Base Vol: 102 63 65 19 73 168 233 1803 102 113 1448 14
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 102 63 65 19 75 168 233 1803 102 113 1448 14
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserB_vVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 102 63 65 19 75 168 233 1803 102 1.13 1448 14
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 102 63 65 i9 75 168 233 1803 102 113 1448 14
Reduce Vol: C 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 102 63 65 19 75 168 233 1803 102 113 1448 14
PCE Adj: 1.O0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 i.00 1.00
Fi.nal.Volume: 1.02 63 65 19 75 168 233 1803 102 113 1448 14
OvlAdjVol: 0
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1-600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.03 1.00
Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.98 0.02
Final Sat.: 1600 1700 1.700 1600 1700 1700 1600 3400 1700 1600 3269 31
------------ I ---------------II---------------II---------------II-
Capacity Analysis Module:
Vol /Sat: 0.06 0.04 0.04 0.01 0.04 0.10 0.15 0.53 0.06 0.07 0.44 0.46
Ov1Ad-j V /S: 0.00
Grit Moves:`' kkkx� trrr
�.a.aat�aarttaaatxt +�,e tat era«++.>+ a- +ttra +�ettt t,: tttrararr� +tx + + +�� + +ss�a- k�s +�t +�
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to i,LG Costa Mesa, CA
C -70
PM Cum Plus Project Fri Apr 19, 2013 10:29:22 Page 6 -1
PM Cumulative Plus Project Conditions
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
- -_ - - -- ---------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Lenath %) Method (Future Volume Alternative)
* k***********+#***#**#*** i****** F********#+*#**** ** * #4 # }F } * # * * *k * * * * * * ** * * # * * * **
Intersection #3 12th Street at Pacific Coast Highway
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.825
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 73 Level Of Service: D
Street Name: 12th Street Pacific Coast Highway
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II--------------- II---- ----------- II---------- - - - - -
I
Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ I --------------- II------------- ! - II - - - -- ---------------
Volume Module:
Base Vol: 68 52 39 60 66 24 85 1917 69 39 1530 18
Growth Adj: 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 68 52 39 60 66 24 85 1917 69 39 1530 18
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 C C 0 0 0 0 0
Initial Fut: 68 52 39 60 66 24 85 1917 69 39 1530 18
User Adj: 1.00 1.00 1.00 i.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 i.00 1.00 i.00 1.00 1.00 1.00 i.00 1.00 1.00
PHF Volume: 66 52 39 60 66 24 85 1917 69 39 1530 18
Reduct Vol: 0 0 0 0 0 C 0 0 0 0 0 0
Reduced Vol: 68 52 39 60 66 24 85 1917 69 39 1530 18
PCE Adj: 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVclume: 68 52 39 60 66 24 85 1917 69 39 1530 18
------------ --------------- II--------------- II-------------- -II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1.600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.06 1.06 1.00 1.066 1.06 1.00 1.03 1.00
Lanes: 0.43 0.33 0.24 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.98 0.02
Final Sat.: 684 523 392 1600 1700 1"700 1600 3400 1700 1600 3263 37
------------ I --------------- II--------------- II---------- ----- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.04 0.10 0.10 0.04 0.04 0.01 0.05 0.56 0.04 0.02 0.47 0.48
Crit Moves:
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -71
PM Cum Plus Project Fri Apr 19, 2013 10:29:22 Pace 7 -1
PM Cumulative Plus Project Conditions
2.1.3.3368.1 Main 5 PCH Mixed -Use Center, Seal Beach
-- - - - - --
Level Of Se -vice Computation Report
ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative)
*****}*******+*+}}k i+*}**#***** Y*#***** k**+#* Y*** * * * * } * * *i * * * +* * * * * * ** * * + * * # * * *#
Intersection #4 Seal Beach Blvd at PCH
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.850
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 80 Level Of Service: D
Street Name: Seal Beach Blvd PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II---------_----- II_-------------- II---------- - - - - -
I
Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 2 0 1 0 1 1 0 2 0 1 1 0 2 0 1
------------ I--------------- II--------------- II--------------- II-------- -- - - - - -
I
Volume Module:
Base Vol: 11 136 91 410 164 257 205 1631 38 77 1294 273
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
InitiaL Bse: 11 136 91 410 164 257 205 1631 38 77 1294 273
Added Vol: 0 0 0 C 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Put: 11 136 91 410 164 257 205 1631 38 77 1294 273
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 11 136 91 410 164 257 205 1631 38 77 1294 273
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 11 136 91 410 164 257 205 1631 38 77 1294 273
PCE Adj: 1.00 1.00 1.00 i.00 1.00 i.00 1.00 1.00 1.00 1.00 i.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 11 136 91 410 164 257 205 1631 38 77 1294 273
Ov1AdjVol: 16
------------ --------------- --------------- --------------- ---------------
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.05 1.00 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.06 1.066
Lanes: 1.00 1.20 0.50 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00
Final Sat.: 1600 2017 1283 3200 1700 1700 1600 3400 1700 1600 3400 1700
---- I --------------- II--------------- II--------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.01 0.07 0.07 0.13 0.10 0.15 0.13 0.48 0.02 0.05 0.38 0.16
Ov1Adj V /S: 0.01
Crit Moves: * * ** * **-
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -72
PM Cum Plus Project Fri Apr 19, 2013 10:29:22 Page 8 -1
PM Cumulative Plus Project Conditions
2.13.3368.1 Main s PCH Mixed -Use Center, Seal Beach
Level Of Service Computation Report
2000 HCM 4 -Way Stop Method (Future Volume Alternative)
Intersection 45 Main Street at Electric Ave
Cycle (sec): 100 Critical Vol.. /Cap.(X): 0.299
Loss Time (sec): 0 Average Delay (sec /veh): 9.0
Optimal Cycle: 0 Level Of Service: A
Street Name: Main Street Electric Ave
Approach: North Bound South Bound East Sound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II---_-----_----- II--------------- II ---------- - - - - -
I
Control: Stop Sign Stop Sign Stop Sign Stop Sign
Rights: Include Include Include Tncl.ude
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 11 0 0 0 0 i! 0 0 0 0 11 0 0 0 0 1! 0 0
------------ --------------- II--------------- tl--------------- II--- ------- - - - - -
I
Volume Module:
Base Vol: 8 115 15 18 179 28 35 54 14 30 71 38
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 8 115 15 18 179 28 35 54 14 30 71. 38
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 8 115 15 18 179 28 35 54 14 30 71 38
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 8 115 15 18 179 28 35 54 14 30 71 36
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 8 115 15 18 179 28 35 54 14 30 71 38
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 '_.00 1.00 1 -00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 8 115 15 18 179 28 35 54 14 30 71 38
------------ --------------- II--------------- II----------- ---- II------- --- - - - - -
I
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.06 0.83 0.11. 0.08 0.80 0.12 0.34 0.52 0.14 0.22 0.51 0.27
Final Sat.: 42 608 79 60 599 94 233 360 93 154 363 1.94
------------ I - ------- -- -- - - -II- ----- -II --------------- ---------------
Capacity Analysis Module:
Vol /Sat: 0.19 0.19 0.19 0.30 0.30 0.30 0.15 0.15 0.15 0.20 0.20 0.20
Crit Moves: * * *^ ** ** * *** * * **
Delay /Veh: 8.7 8.7 8.7 9.4 9.4 9.4 8.7 8.7 8.7 8.8 8.8 8.8
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.DO 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 8.7 8.7 8.7 9.4 9.4 9.4 8.7 8.7 8.7 8.8 8.8 8.8
LOS by Move: A A A A A A A A A A A A
ApproachDel: 8.7 9.4 8.7 8.8
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdj Del: 8.7 9.4 8.7 8.8
LOS by Appr: A A A A
Al1WayAvgQ: 0.2 0.2 0.2 0.4 0.4 0.4 0.2 0.2 0.2 0.2 0.2 0.2
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowlinc Assoc. Licensed to LLG Costa Mesa, CA
C -73
PM Cum Plus Project Fri Apr 19, 2013 10:29:22 Pape 9 -1
PM Cumulative Plus Project Conditions
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
-----------------------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length 3) Method (Future Volume Alternative)
Intersection #6 Seal Beach Blvd at Bolsa Ave
Cycle (sec): 1.00 Critical Vol. /Cap.(X): 0.441
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 30 Level Of Service: A
Street Name: Seal Beach Blvd Bolas Ave
Approach: Nortn Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II--------------- II ---------------
I
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Tncl.ude
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 0 1 1 0 1 0 1
------------ I --------------- II--------------- II--------------- II--------- - - - - -
I
Volume Module:
Base Vol: 14 575 12 37 779 240 154 15 30 6 8 24
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 14 575 12 37 779 240 154 15 30 6 8 24
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVoi: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Put: 14 575 12 37 779 240 154 15 30 6 8 24
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.D0 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 14 575 12 37 779 240 154 15 30 6 8 24
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 14 575 12 37 779 240 154 15 30 6 8 24
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 1.00
FinalVOlume: 14 575 12 37 779 240 154 15 30 6 8 24
------------ --------------- II--------------- II--------------- II--- ------- - - - - -
I
Saturation Flow Module:
Sat /Lace: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600
Adjustment: 1.00 1.04 1.00 1.00 1.05 1.00 1.00 1.00 1.06 1.00 1.06 1.06
Lanes: 1.00 2.94 0.06 1.00 2.29 0.71 0.91 0.09 1.00 1.00 1.00 1.00
Final Sat.: 1600 4902 98 1600 3869 1131 1458 142 1700 1600 1700 1700
------------ I --------------- II ------------- -- II ------------ - - - II - -
Capacity Analysis Module:
Vo:L /Sat: O.C1 0.12 0.12 0.02 0.20 0.21 0.11 0.11 0.02 0.00 0.00 0.01
Crit Moves:
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -74
APPENDIX C -011
CUMULATIVE PLUS PROJECT PLUS MITIGATION
TRAFFIC CONDITIONS
LINSCOTT, LAW & GREENSPAN, en(JlneeS LLG Ref. 2- 13- 3368 -1
Wain & PCH Mixed -Use Center, Seal Reach
A w lU I V.i Hm..tt ri AVa. S"l n....4 L" a qua ..t
AM Cum Pius Project (Mit) Mon Apr 22, 2013 15:31:22 Page 4 -1
AM Cumulative Plus Project Conditions (Mitigation)
2.13.3368.1 Main 6 PCH Mixed -Use Center, Seal Beach
-- --- -- - - - - -- ----- -------- ----
Level Of Service Computation Report
ICU ].(Loss as Cycle Length %) Method (Future Volume Alternative)
Intersection #2 Main Street at PCH
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.691
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 49 Level Of Service: B
Street Name: Main Street PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II--------------- II--------------- II---------------
I
Control: Permitted Permitted Protected Protected
Rights: Include OVI Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 1 0 1 0 1 1 C 2 0 1 1 0 1 1 0
- - -I - II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 43 42 50 9 52 107 98 1420 49 41 1486 6
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 43 42 50 9 52 107 98 1420 49 41 1486 6
Added Vol: 0 0 0 0 0 0 0 C 0 0 0 0
PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 43 42 50 9 52 107 98 1420 49 41 1486 6
User Ad!: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 43 42 50 9 52 107 9B 1420 49 41 1486 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol.: 43 42 50 9 52 107 98 1420 49 41 "_486 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1_00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVOlume: 43 42 50 9 52 107 98 1420 49 41 1486 6
Ov1Adj Vol: 3
------------------ II-------------- II--------------- 11- --------- - - - - -I
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1.600 1600 1600 1600 7.600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.03 1.00
Lanes: 1.00 0.46 0.54 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.99 0.01
Final Sat.: 1600 730 870 1600 1700 1700 1600 3400 1700 1600 3287 13
--------------- II - - -- -- il------------ - - -II -- -I
Capacity Analysis Module:
Vol /Sat: 0.03 0.06 0.06 0.01 0.03 0.06 0.06 0.42 0.03 0.03 0.45 0.47
OvlAdjV /S: 0.00
Crit Moves:
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LL-1 Costa Mesa, CA
C -75
PM Cum Plus Project (Mit) Mon Apr 22, 2013 15:31:51 Page 4 -1
PM Cumulative Plus Project Conditions (Mitigation)
2.1-3.3368.1 Main & PCH Mixed -Use Center, Seal Beach
- - - - -- -------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length $) Method (Future Volume Alternative)
Intersection #2 Main Street at PCH
*** s******** k*k** k***++****+*********+** kk*- i*+ 1-k+ * ** * * *i*** *k * *k * * * ** * * * * *k * ** **
Cycle (sec): 100 Critical Vol. /Cap.(X): 0.810
Loss Time (sec): 10 Average Delay (sec /veh): xxxxxx
Optimal Cycle: 69 Level Of Service: D
Street Name: Main Street PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II--------------- II --------------- II --------------- I
Control: Permitted Permitted Protected Protected
Rights: Include Ovl Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
---------------------------II--------------- 1-l--- ------------ II - - - --
Volume Module:
Base Vol: 102 63 65 19 75 1668 233 1803 102 113 1448 14
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 102 63 65 19 75 1968 233 1803 102 11.3 1448 14
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Ent: 102 63 65 19 75 168 233 1803 102 113 1448 14
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 102 63 65 i9 75 168 233 1803 102 113 1448 14
Reduct Vol: 0 0 0 0 0 0 0 0 0 U 0 0
Reduced Vol: 102 63 65 19 75 168 233 1803 102 113 1448 14
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 11.00 19.00
FinalVolume: 102 63 65 19 75 168 233 1803 102 113 1448 14
Ov1Adj Vol: 0
------------ ---------------II--------------II---------------II------
Saturation Flow Module:
Sat /Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 16600 1600 1600
Adjustment: 1.00 1.00 1.00 1.00 1.06 1.06 1.00 1.06 1.06 1.00 1.03 1.00
Lanes: 1.00 0.49 0.51 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.98 0.02
Final Sat.: 1600 788 813 1600 1700 1700 1600 3400 1700 1600 3269 31
------------ I ---------------II---------------II---------------II-----
Capacity Analysis Module:
Vol /Sat: 0.06 0.08 0.08 0.01 0.04 0.10 0.15 0.53 0.06 0.07 0.44 0.46
Ov1AdjV /S: 0.00
Crit Moves: * * * * * ** * * ** * * **
Tra£fix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
C -76
APPENDIX D
CALTRANS INTERSECTION LEVEL OF SERVICE
CALCULATION WORKSHEETS
LINSCOrr, LAO & GREENSPAN. engineers LLG Ref 2 -13- 3368 -1
Main do YCI I Mixed -Usc Center, Seal Beach
V 6 cl� :13M,, — `.'gin. A PCII \r._.I -Cn. i:u.-.'. c: -B,d kc— ijol niudrn Nm
LINSCOTL LAW & GREENSPAN, engineers
APPENDIX D -1
EXISTING TRAFFIC CONDITIONS
LLG Ref. 2- 13- 3365 -1
Main & PCH Mixed -Use Cenler, Seal Beach
AM Existing Thu Apr 18, 2013 16:33:33 Page 4 -1
AM Existing Conditions [Caltrans]
2.13.3368.1 Main 5 PCH Mixed -Use Center, Seal Beach
--------------------------------------------------------------------------------
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection 41 PCH at 1st Street
i kkki l;} }}}}kA* * }}R }# +kA *k #kk4*}i k1Ai*#f« i}**}* i* * ;YF *klk+ *A \k *Mk *2 } } *a } ; # # + * * *#
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.614
Loss Time (sec): 16 Average Delay (sec /veh): 30.4
Optimal Cycle: 73 Level Of Service: C
Street Name: PCH 1st Street
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II--------------- II--------------- II---------------
I
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 6 14 14 6 17 17 17 17 17 17 17 7.7
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 2 0 0 1 0 0 0 1., 0 0
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 11 1609 6 4 1462 47 186 0 50 1 0 3
Growth Adz: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 1609 6 4 1462 47 186 0 50 1 0 3
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 11 1609 6 4 1462 47 186 0 50 1 0 3
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 12 1694 6 4 1539 49 196 0 53 1 0 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 12 1694 6 4 1539 49 196 0 53 1 0 3
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00
FinalVOlume: 12 1694 6 4 1539 49 196 0 53 1 0 3
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.95 0.95 0.95 0.95 0.95 0.95 0.92 1.00 0.85 0.89 1.00 0.89
Lanes: 1.00 1.99 0.01 1.00 1.94 0.06 2.00 0.00 1.00 0.25 0.00 0.75
Final Sat.: 1805 3593 13 1805 3480 112 3502 0 1615 422 0 1266
------------ I --- -------- ---- II - - -- II--------------- II----- -- --- - -- - -I
Capacity Analysis Module:
Vol /Sat: 0.01 0.47 0.47 0.00 0.44 0.44 0.06 0.00 0.03 0.00 0.00 0.00
Crit Moves: } + «+ # *a* } *** aaaa
Green /Cycle: 0.06 0.53 0.53 0.05 0.52 0.52 0.14 0.00 0.14 0.14 0.00 0.14
Volume /Cap: 0.11 0.88 0.88 0.05 0.64 0.84 0.39 0.00 0.23 0.02 0.00 0.02
Delay /Veh: 53.9 30.0 30.0 54.5 28.0 28.0 47.3 0.0 46.2 44.3 0.0 44.3
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 53.9 30.0 30.0 54.5 28.0 28.0 47.3 0.0 46.2 44.3 0.0 44.3
LOS by Move: D C C D C C D A D D A D
HCM2kAvgQ: 0 32 32 0 28 26 4 0 2 0 0 0
Note: Queue retorted is the number of cars per lane
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
EN
AM Existing Thu Apr 18, 2013 16:33:33 Page 5 -1
AM Existing Conditions [Caltrans]
2.13.3368.1 Main 5 PCH Mixed -Use Center, Seal Beach
-----------------------------------------
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection #2 Main Street at PCH
Cycle (sec): 120 Critical Vol. /Cao.(`f.): 0.563
Loss Time (sec): 12 Average Delay (sec /veh): 18.9
Optimal Cycle: 67 Level Of Service: B
Street Name: Main Street PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - - R L - T - R
------------ I --------------- II--------------- II------- ! ------- II---------- - - - - -
I
Control: Permitted Permitted Protected Protected
Rights: Include Ovl Include Include
Min. Green: 24 24 24 28 2B 28 6 21 21 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ I --------------- II--------------- II--------------- II---------- -- - - -
I
Volume Module:
Base Vol: 44 41 50 5 50 101 92 1359 46 27 1430 6
Growth Adi: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 44 41 50 5 50 101 92 1359 48 27 1430 6
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 44 41 50 5 50 101 92 1359 48 27 1430 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 46 43 53 5 53 106 97 1431 51 28 1505 6
Reducr Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 46 43 53 5 53 106 97 1431 51 28 1505 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVOlume: 46 43 53 5 53 106 97 1431 51 28 1505 6
------------ --------------- II----------- --- -II---- ------- - - - -II
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.73 1.00 0.85 0.73 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.99 0.01
Final Sat.: 1378 1900 1615 1393 1900 1615 1805 3610 1615 1805 3591 i5
------------ I --------------- II--------------- II---------- --- -- II---- ----- - - - - - -
I
Capacity Analysis Module:
Vol /Sat.: 0.03 0.02 0.03 0.00 0.03 0.07 0.05 0.40 0.03 0.02 0.42 0.42
Crit Moves:
Green /Cycle: 0.20 0.20 0.20 0.20 0.20 0.28 0.08 0.62 0.62 0.08 0.62 0.62
Volume /Cap: 0.17 0.11 0.16 0.02 0.14 0.24 0.68 0.64 0.05 0.20 0.68 0.68
Delay /Veh: 40.0 39.4 39.9 38.6 39.7 33.6 65.8 14.9 8.9 52.5 15.7 15.7
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 40.0 39.4 39.9 38.6 39.7 33.6 65.8 14.9 8.9 52.5 15.7 15.7
LOS by Move: D D D D D C E B A D B B
HCM2kAvgQ: 1 1 2 0 2 3 5 17 L L 19 19
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (ci 2008 Dowling Assoc. Licensed to LLG Ccsta Mesa, CA
D -2
AM Existing Thu Apr 18, 2013 16:33:33 Page 6 -1
AM Existing Conditions [Caltrans]
2.13.3368.1 Main 5 PCH Mixed -Use Center, Seal Beach
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection k3 12th Street at Pacific Coast Highway
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.617
Loss Time (sec): 12 Average Delay (sec /veh): 17.5
Optimal Cycle: 63 Level Of Service: B
Street Name: 12th Street Pacific Coast Highway
Approach: North Bound South Bound East Bound [vest Bound
Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 24 24 24 24 24 24 6 14 14 6 21 21
y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 1 0 1 0 1 1 0 2 0 1 - 0 1 1 0
------------ I--------------- II--------------- II- --- ----------- 11--------- - - - - -I
Volume Module:
Base Vol: 67 59 32 36 39 34 35 1449 25 27 14646
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 67 59 32 36 39 34 35 1449 25 27 1464 6
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVcl: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 67 59 32 36 39 34 35 1449 25 27 1464 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 71 62 34 38 41 36 37 1525 26 28 1541 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 71 62 34 38 41 36 37 1525 26 26 1541 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 71 62 34 38 41 36 37 1525 26 28 1541 6
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 . 1900 1900 1900
Adjustment: 0.83 0.83 0.83 0.80 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 0.43 0.37 0.20 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.99 0.01
Final Sat.: 665 585 318 1518 1900 1615 1805 3610 1615 1805 3392 15
------------ I --------------- II--------------- II--------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.11 0.11 0.11 0.02 0.02 0.02 0.02. 0.42 0.02 0.02 0.43 0.43
Crit Moves:
Green /Cycle: 0.20 0.20 0.20 0.20 0.20 0.20 0.05 0.63 0.63 0.07 0.65 0.65
Volume /Cap: 0.53 0.53 0.53 0.12 0.11 0.11 0.41 0.68 0.03 0.21 0.66 0.66
Delay /Veh: 44.7 44.7 44.7 39.6 39.4 39.4 58.3 15.4 8.5 53.1 13.6 13.6
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 44.7 44.7 44.7 39.6 39.4 39.4 58.3 15.4 8.5 53.1 13.6 13.6
LOS by Move: D D D D D D E B A D B B
HCM2xAvgQ: 6 6 6 1 1 1 2 19 0 1 19 19
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -3
AM Existing Thu Apr 18, 2013 16:33:33 Page 7 -1
AM Existing Conditions [Caltrans]
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
--------------------------------------------------------------------------------
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection 44 Seal Beach Blvd at PCH
Cycle (sec): 120 Critical Vol./Cap-(X): 0.751
Loss Time (sec): 16 Average Delay (sec /veh): 34.2
Optimal Cycle: 81 Level Of Service: C
Street Name: Seal Beach Blvd PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II--------------- II--------------- II ---- _----- - - - - -
I
Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Ovl
Mi.n. Green: 6 6 6 28 28 28 6 21 21 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 2 0 1 0 1 1 D 2 0 1 1 0 2 0 1
---------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 11 146 79 363 95 182 124 1348 14 11 1373 394
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 146 79 363 95 182 124 1348 14 11 1373 394
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Put: 11 146 79 363 95 182 124 1348 14 11 1373 394
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 12 154 83 382 100 192 131 1419 15 12 1445 415
Reduce Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 12 154 83 382 100 192 131 1419 15 12 1445 415
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 12 154 83 382 100 192 131 1419 15 12 1445 415
------------ I--------------- II--------------- II--------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.95 0.90 0.90 0.92 1.00 0.65 0.95 0.95 0.85 0.95 0.95 0.85
Lanes: 1.00 1.30 0.70 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00
Final Sat.: 1805 2218 1200 3502 1900 1615 1805 3610 1615 1805 3610 1615
------------ I --------------- II--------------- II--------------- II------ ---- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.01 0.07 0.07 0.11 0.05 0.12 0.07 0.39 0.01 0.01 0.40 0.26
Crit Moves: #4 ** + "' 44 " +*`*
Green /Cycle: 0.08 0.08 0.08 0.23 0.23 0.23 0.08 0.49 0.49 0.06 0.47 0.70
Volume /Cap: 0.08 0.86 0.86 0.47 0.23 0.51 0.86 0.80 0.02 0.10 0.86 0.37
Delay /Veh: 51.2 76.6 76.66 40.0 37.5 41.2 89.2 28.4 15.8 53.5 32.9 7.4
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 51.2 76.6 76.6 40.0 31.5 41.2 69.2 28.4 15.8 53.5 32.9 7.4
LOS by Move: D E E D D D F C B D C A
HCM2kAvgQ: 0 7 7 7 3 7 7 24 0 0 27 6
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
DA
PM Existing Thu Apr 18, 2013 16:33:54 Page 4 -1
PM Existing Conditions [Caltrans]
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
-- -- ---------------------------
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection #1 PCH at 1st Street
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.770
Loss Time (sec): 16 Average Delay (sec /veh): 64.9
Optimal Cycle: 85 Level Of Service: E
Street Name: PCH 1st Street
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - n
------------ I --------------- II --------------- II --------------- II ---------------
]
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 6 14 14 6 17 17 1.7 17 17 17 17 17
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.J 4.0 4.0
Lanes: 1 0 1 1 0 1 0 3. 1 0 2 0 0 1 0 0 0 11 0 0
Volume Module:
Base Vol: 31 1547 3 1 1917
Growth Adj: 1.00 1.00 1.00 1.00 1.00
Initial Bse: 31 1547 3 1 1917
Added Vol: 0 0 0 0 0
PasserByvol: 0 0 0 0 0
Initial Fut: 31 1547 3 1 1917
User Adj: 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95
PHF Volume: 33 1628 3 1 2018
R.educt Vol: 0 0 0 0 0
Reduced Vol: 33 1628 3 1 2018
PCE Adj: 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00
FinalVolume: 33 1628 3 1 2018
------------I---------------II---------
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900
Adjustment: 0.95 0.95 0.95 0.95 0.94
Lanes: 1.00 1.99 0.01 1.00 1.87
Final Sat.: 1805 3603 7 1805 3347
------------ I ---------------II---------
Capacity Analysis Module:
Vol /Sat: 0.02 0.45 0.45 0.00 0.60
Crit Moves: * * ** * * **
Green /Cycle: 0.05 0.53 0.53 0.06 0.53
Volume /Cap: 0.36 0.86 0.86 0.01 1.13
Delay /Veh: 57.6 28.9 28.9 53.3 94.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 571 6 28.9 28.9 53.3 94.0
LOS by Move: E C C D F
HCM2kAva_Q: 2 30 30 0 60
130
1.00
130
0
0
130
1.00
0.95
137
0
137
1.00
1.00
137
1900
0.94
0.13
227
0.60
0.53
1.1.3
94.0
1.00
94.0
F
60
.kkk4l
142 0 41 2 1 3
1.00 1.00 1.00 1.00 1.00 1.00
142 0 41 2 1 3
0 0 0 0 0 0
0 0 0 7 0 0
142 0 41 2 1 3
1.00 1.00 1.00 1.00 1.00 1.00
0.95 0.95 0.95 0.95 0.95 0.95
149 0 43 2 1 3
0 0 0 0 0 0
149 0 43 2 1. 3
1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00
149 0 43 2 1 3
--------------- II ----- -- --- - - - - -
I
1900 1900 1900 1900 1900 1900
0.92 1.00 0.85 0.92 0.92 0.92
2.00 0.00 1.00 0.33 0.17 0.50
3502 0 1615 581 291. 872
--- -------- ---- II---- - - - - -- - - -I
0.04 0.00 0.03 0.00 0.00 0.00
0.14 0.00 0.14 0.14 0.14 0.14
0.30 0.00 0.19 0.03 0.03 0.03
46.5 0.0 45.8 44.4 44.4 44.4
1.00 1.00 1.00 1.00 1..00 1.00
46.5 0.0 45.8 44.4 44.4 44.4
D A. D D D D
3 0 1 0 0 0
f4k * # * * *+i4k }k #r }k * *;iizA* *iii #1Y+
Note: Queue reported is the numoer of cars per lane
Tra£fix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -5
PM Existing Thu Apr 18, 2013 16:33:54 Page 5 -1
PM Existing Conditions [Caltransj
2.13.3368.1 Main s PCH Mixed -Use Center, Seal Beach
--------------------------------------------------------------------------------
Le-vel Of Service Comoutation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection #2 Main Street at PCH
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.715
Loss Time (sec): 12 Average Delay (sec /veh): 26.4
Optimal Cycle: 67 Level Of Service: C
*+*# i**+*+++*+*}++*++*+*****+++,+*+****+*****+++*+ : * ** * + * *} + ** *k + + } } + * + + + **+ + * * *+
Street Name: Main Street PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R. L - T - R L - T - R L - T - R
-------- I --------------- II--------------- II--------------- 11 ---------------
I
Control: Permitted Permitted Protected Protected
Rights: Include Ov1 Include Include
Min. Green: 24 24 24 2 8 28 28 6 21 21 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
---- ----- - -- I -- ------ il----------- - - - -II -------- II--------- - - - - - -I
Volume Module:
Base Vol: 100 61 64 16 73 158 222 1735 98 100 1387 14
Growth Adj: 1.00 1.00 1.00 l.On 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 100 61 64 16 73 158 222 1735 98 100 1387 1.4
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol.: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Put: 100 61 64 16 73 158 222 1735 98 100 1387 14
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 105 64 67 17 77 166 234 1826 103 105 1460 15
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 105 64 67 17 77 166 234 1826 103 1.05 14660 15
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.D0
FinalVolume: 105 64 67 17 77 166 234 1826 103 105 1460 15
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.70 1.00 0.85 0.72 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.98 0.02
Final Sat.: 1326 1900 1615 1360 1900 1615 1805 3610 1615 1805 3570 36
------------ I --------------- II--------------- II--------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.08 0.03 0.04 0.01 0.04 0.10 0.13 0.51 0.06 0.06 0.41 0.41
Crit Moves: * * "* * * #* *+ ++
Green /Cycle: 0.20 0.20 0.20 0.20 0.20 0.37 0.17 0.63 0.63 0.07 0.53 0.53
Volume /Cap: 0.40 0.17 0.21 0.06 0.20 0.28 0.77 0.81 0.10 0.81 0.77 0.77
Delay /Veh: 42.7 40.0 40.4 39.0 40.3 26.9 59.0 19.1 8.9 84.3 24.2 24.2
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00
Adj Del /Veh: 42.7 40.0 40.4 39.0 40.3 26.9 59.0 19.1 8.9 84.3 24.2 24.2
LOS by Move: D D D D D C E B A F C C
HCM2kAvgQ: 4 2 2 1 2 4 10 28 1 6 24 24
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
W.
PM Existing Thu Apr 18, 2013 16:33:54 Page 6 -1
PM Existing Conditions (Caltrans]
2.13.3368.1 Main s PCH Mixed -Use Center, Seal Peach
--------------------------------------------------------------------------------
Leve1 Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection #3 12th Street at Pacific Coast Highway
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.739
Loss Time (sec): 12 Average Delay (sec /veh): 20.2
Optimal Cycle: 68 Level Of Service: C
Street Name: 12th Street Pacific Coast Highway
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II---------_-_--- II--------------- II ---------- - - - - -
I
Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 24 24 24 24 24 24 6 14 14 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 it 0 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ --------------- II--------------- II--------------- II--------- --- - - -
I
Voiume Module:
Base Vol: 66 50 38 58 64 23 66 1844 62 38 1473 17
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 66 50 38 58 64 23 66 1844 62 38 1473 17
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByvoi: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 66 50 38 58 64 23 66 1844 62 38 1473 17
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PEE Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 69 53 40 61 67 24 69 1941 65 40 1551 18
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 69 53 40 61 67 24 69 1941 65 40 1551 18
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1_00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 69 53 40 61 67 24 69 1941 65 40 1551 18
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 i900 1900 1900 1900 1900 1900 1900 1900
[Adjustment: 0.81 0.81 0.81 0.80 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 0.43 0.32 0.25 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.98 0.02
Final Sat.: 657 498 379 1512 1900 1615 1805 3610 1615 1805 3562 41
------------ I --------------- II--------------- II---- ----------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.11 0.11 0.11 0.04 0.04 0.01 0.04 0.54 0.04 0.02 0.44 0.44
Crit Moves: #k ++ Y * {Y + + +*
Green /Cycle: 0.20 0.20 0.20 0.20 0.20 0.20 0.07 0.65 0.65 0.05 0.63 0.63
Volume /Cap: 0.53 0.53 0.53 0.20 0.18 0.07 0.53 0.83 0.06 0.44 0.69 0.69
Delay /Veh: 44.7 44.7 44.7 40.3 40.0 39.1 58.0 18.5 7.7 58.8 15.7 15.7
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00
Adj Del /Veh: 44.7 44.7 44.7 40.3 40.0 39.1 58.0 16.5 7.7 58.8 15.7 15.7
LOS by Move: D D D D D D E B A E B 3
HCM2kAvgQ: o` 6 6 2 2 1 3 30 1 2 20 20
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -7
PM Existing Thu Apr 18, 2013 16:33:54 Page 7 -1
PM Existing Conditions (Caltrans]
2.13.3368.1 Main 6 PCH Mixed -Use Center, Seal Beach
--- -- - -- --- - - - - -- ------ ------ --- - ----- --- - - - - -- -
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection #4 Seal Beach Blvd at PCH
Cvcle (sec): 120 Critical Vol. /Cap.(X): 0.796
Loss Time (sec): 16 Average Delay (sec /veh): 40.1
Optimal Cycle: 92 Level Of Service: D
Street Name: Sea). Beach Blvd PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- 11 --------------- 11 --------------- II-
Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Ovl
Min. Green: 6 6 6 28 28 2.8 6 21 21 6 21 21
y +R.: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 2 0 1 0 1 1 0 2 0 1 1 0 2 0 1
--------------------------- II--------------- II--------------- 11---------- - - - - -I
Volume Module:
Base Vol: 1.1 132 88 398 159 248 193 1573 37 75 1247 265
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 132 88 398 159 248 193 1573 37 75 1247 265
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 11 132 88 398 159 246 193 1573 37 75 1247 265
User Adj: 1.00 1.00 i.00 1.00 1.00 1. -00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 12 139 93 419 167 261 203 1656 39 79 1313 279
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 12 139 93 419 167 261 203 1656 39 79 1313 279
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 12 139 93 4i9 167 261 203 1656 39 79 1313 279
------------ --------------- II--------------- II-- -- --------- -- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.95 0.89 0.89 0.92 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.85
Lanes: 1.00 1 -20 0.80 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00
Final Sat.: 1805 2036 1357 3502 1900 1615 1805 3610 1615 1805 3610 1615
------------ I --------------- II--------------- II----- ---------- II---- ------ - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.01 0.07 0.07 0.12 0.09 0.16 0.11 0.46 0.02 0.04 0.36 0.17
Crit Moves: ** ** ` * ** * * *` * *#4
Green /Cycle: 0.08 0.08 0.08 0.23 0.23 0.23 0.13 0.51 0.51 0.05 0.43 0.66
Volume /Cap: 0.08 0.90 0.90 0.51 0.38 0.69 0.85 0.90 0.05 0.87 0.85 0.26
Delay /Veh: 51.9 87.0 87.0 40.6 39.2 47.5 75.6 33.6 14.9 112.5 35.9 8.6
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel /Veh: 51.9 87.0 87.0 40.6 39.2 47.5 75.6 33.6 14.9 112.5 35.9 8.6
LOS by Move: D F F D D D E C B F D A
HCM2kAvgQ: 0 7 7 7 5 10 10 33 1 5 25 4
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowlinq Assoc. Licensed to LLG Costa Mesa, CA
D -8
LINSCGTT. LAW 8 GREENSPAN, engineers
APPENDIX D -11
EXISTING PLUS GAS STATION TRAFFIC CONDITIONS
LLG Ref, 2- 13- 3368 -1
Main & PCH Mixed -Use Center, Seal Beach
AM Existing Plus Gas StatioMon Apr 29, 2013 15:06:43 Page 4 -1
AM Existing Plus Gas Station Conditions [Caltrans]
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
- -_ -- - - -- -- - - -- -- _----------_--_-- - - -_ --
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection #1 PCH at lst Street
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.615
Loss Time (sec): 16 Average Delay (sec /veh): 30.5
Optimal Cycle: 73 Level Of Service: C
Street Name: PCH 1st Street
Approach: North Bound South Bound East Bound 'West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
---------------------------11---------------II---------------11----
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 6 14 14 6 17 17 17 17 17 17 17 17
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 i 0 1 1 0 2 0 0 1 0 0 0 i! 0 0
------------ --------------- II--------------- II----------- ---- II--- ------- - - - - -
I
Volume Module:
Base Vol: li 1611 6 4 1464 47 186 0 50 1 0 3
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0.0 1.00 1.00
Initial Bse: 11 1611 6 4 1464 47 186 0 50 1 0 3
Added Vol: 0 C 0 0 0 0 0 0 0 C 0 0
PasserByvol: 0 0 0 0 0 0 0 0 0 0 D U
Initial Fut: 11 1611 6 4 1464 47 186 0 50 1 0 3
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 12 1696 6 4 1541 49 196 0 53 1 0 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 12 1.696 6 4 1541 49 196 0 53 i 0 3
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.O0 1.00 1.00
FinalVOlume: 12 1696 6 4 1541 49 196 0 53 1 0 3
------------ --------------- II--------------- II-- -------- ----- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 i900 1900 1900 1900 1900
Adjustment: 0.95 0.95 0.95 0.95 0.95 C.95 0.92 1.00 0. 85 0.89 1.00 0.89
Lanes: 1.00 1.99 0.01 1.00 1.94 0.06 2.00 0.00 1.00 0.25 0.00 0.75
Final Sat.: 1805 3593 13 1805 3480 112 3502 0 1615 422 0 1266
------------ I --------------- II--------------- II----------- ---- II-------- -- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.01 0.47 0.47 0.00 0.44 0.44 0.06 0.00 0.03 0.00 0.00 0.00
Crit Moves: } ***
Green /Cycle: 0.06 0.53 0.53 0.05 0.52 0.52 0.14 0.00 0.14 0.14 0.00 0.14
Volume /Cap: 0.11 0.88 0.88 0.05 0.84 0.84 0.39 0.00 0.23 0.02 0.00 0.02
Delay /Veh: 53.9 30.1 30.1 54.5 28.1 28.1 47.3 0.0 46.2 44.3 0.0 44.3
User DelAdj: 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 53.9 30.1 30.1 54.5 28.1 28.1 47.3 0.0 46.2 44.3 0.0 44.3
LOS by Move: D C C D C C D A D D A D
HCM2:+AvgQ: 0 32 32 0 28 28 4 0 2 0 0 0
Note: Queue raported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
AM Existing Plus Gas StatioMon Apr 29, 2013 15:06:43 Page 5 -1
AN Existing Plus Gas Station Conditions (Caltransl
2.13.3368.1 Main 6 PCH Mixed -Use Center, Seal Beach
----------------------------------------------------------------
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection 42 Main Street at PCH
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.572
Loss Time (sec): 12 Average Delay (sec /veh): 19.1
Optimal Cycle: 67 Level Of Service: B
Street Name: Main Street PCH
Approach: North Bound South Bound East Bound west Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II --------------- II --------------- II ---------------
I
Control: Permitted Permitted Protected Protected
Rights: Include Ov1 Include Include
Min. Green: 24 24 24 28 28 28 6 21 21 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 0 1 1 0 1 0 i 1 0 2 0 1. 1. 0 1 1 0
-------------- -- II -- - II------- -------- II---------- - - - - -I
Volume Module:
Base Vol: 58 44 50 8 50 101 92 1345 68 39 1422 6
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 58 44 50 6 50 101 92 1345 68 39 1422 6
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 58 44 50 8 50 101 92 1345 68 39 1422 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PEP Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 61 46 53 8 53 106 97 1416 12 41 1497 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 61. 46 53 8 53 1066 97 1416 72 41 1497 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 61 46 53 8 53 106 97 1416 72 41 1497 6
------------ --- ---- -------- II--- - - - - -- ----- Il--------- ------ Il---------- - - -- -f
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.73 1.00 0.85 0.73 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.99 D.01
Final Sat.: 1.378 1900 1615 1387 1900 1615 1605 3610 1615 1805 3591 15
------------ I -------------- II--------------- II-- ------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.04 0.02 0.03 0.01 0.03 0.07 0.05 0.39 0.04 0.02 0.42 0.42
Crit Moves: *+** + #*}
Green /Cycle: 0.20 0.20 0.20 0.20 0.20 0.28 0.08 0.62 0.62 0.08 0.62 0.62
Volume /Cap: 0.22 0.12 0.16 0.03 0.14 0.24 0.67 0.63 0.07 0.29 0.67 0.67
Delay /Veh: 40.6 39.5 39.9 38.7 39.7 33.6 65.4 14.8 9.1. 53.2 15.7 15.7
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 40.6 39.5 39.9 38.7 35.7 33.6 65.4 14.8 9.1 53.2 15.7 1.5.7
LOS by Move: D D D D D C E B A D B B
HCM2kAvgQ: 2 1 2 0 2 3 5 17 1 2 19 19
Note: Queue reported is the number of cars per lane.
Traf,`.ix. 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
n -lo
AM Existing Plus Gas StatioMon Apr 29, 2013 15:06:43 Page 6 -1
AM Existing Plus Gas Station Conditions (Caltrans]
2.13.3368.1 Main n PCH Mixed -Use Center, Seal Beach
--
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
'k * *tk +k * <£dltf k # #£AI +iM *k * * *i {�.i- I.i* * *L iL��k*# ki-# ! * # *3i*�k *4k *k +k *rt*k *k�kAkA *k♦
Intersection k3 12th Street at Pacific Coast Highway
Cycle (sec): 120 Critical Vol. /Cap.(X): 0 -619
Loss Time (sec): 12 Average Delay (sec /veh): 17.5
Optimal Cycle: 63 Level Of Service: B
Street Name: 12th Street Pacific Coast Highway
Approach: North Bound South Bound Fast Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II------------_-- II--- ------------ II --- ------- - - - - -
I
Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 24 24 24 24 24 24 6 14 14 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 11 0 0 1 0 1 D 1 1 0 2 0 1 1 0 1 1 0
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 67 59 32 36 39 34 35 1453 25 27 1468 6
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00
Initial Bse: 67 59 32 36 39 34 35 1453 25 27 1468 6
Added Vol: 0 0 G 0 0 0 0 0 0 0 0 0
PasserByvcl: 0 0 0 0 0 0 0 0 c 0 0 0
Initial Fut: 67 59 32 36 39 34 35 1453 25 27 14686
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.55
PHF Volume: 71 62 34 38 41 36 37 1529 26 28 1545 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 71 62 34 38 41 36 37 1529 26 28 1545 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVOlume: 71 62 34 38 41 36 37 1529 26 28 1545 6
---------------- il--------------- II--------------- II--------- - - - - - -
I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1500 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.83 0.83 0.83 0.80 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 0.43 0.37 0.20 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.99 0.01
Final Sat.: 665 585 318 1518 1900 1615 1805 3610 1615 1805 3592 15
------------ I --------------- II--------------- II--------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.11 0.11 0.11 0.02 0.02 0.02 0.02 0.42 0.02 0.02 0.43 0.43
Crit Moves: * * ++ . +_. £ +t+
Greer, /Cycle: 0.20 0.20 0.20 0.20 0.20 0.20 0.05 0.63 0.63 0.07 0.65 0.65
Volume /Cap: 0.53 0.53 0.53 0.12 0.11 0.11 0.41 0.68 0.03 0.21 0.66 0.66
Delay /Veh: 44.7 44.7 44.7 39.6 39.4 39.4 58.3 15.4 8.5 53.1 13.6 13.6
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 44.7 44.7 44.7 39.6 39.4 39.4 58.3 15.4 8.5 53.1 13.6 13.6
LOS by Move: D D D D D D E B A D B 5
HCM2kAvaQ: 6 6 6 1 1 1 2 19 0 1 19 19
Note: Queue reported is the number of cars per lane.
Traffic 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
M
AM Existing Plus Gas StatioMon Apr 29, 2013 1.5:06:43 Page 7 -1
.AM Existing Plus Gas Station Conditions [Caltrans]
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection N4 Seal Beach Blvd at PCH
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.752
Loss Time (sec): 16 Average Delay (sec /veh): 34.2
Optimal Cycle: 82 Level Of Service: C
Street Name: Seal Beach Blvd PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - - R
- ---------- - - - - -H --------------- II_-- ----- -- ----- II --- ---- ! -- -- - - -
I
Control: Split Phase Split Phase Protected 2rotected
Rights: Include Include Include Ovl
Min. Green: 6 6 6 28 2B 28 6 21 21 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 2 0 1 0 1 1 0 2 0 1 1 0 2 0 1
------------ --------------- II--------------- II-------- ------- II---------- - -- - -
I
Volume Module:
Base Vol: 11 lab 79 363 95 182 124 1350 14 11 1375 394
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 146 79 363 95 182 124 1350 14 11 1375 394
Added "Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 11 146 79 363 95 182 124 1350 14 11 1375 394
User Adj: 1.00 1.00 1.DD 1.00 1.D0 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0 -95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 12 154 83 382 100 192 131 1421 15 12 1447 415
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 12 154 83 382 100 192 131 1421 15 12 1447 4i5
PCE Adj: 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1100 i.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 12 154 83 382 100 192 131 1.421 15 12 1947 915
------------ --------------- II--------------- II----- ---------- II- --------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.95 0.90 0.90 0.92 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.85
Lanes: 1.00 1.30 0.70 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00
Final. Sat.: 1805 2218 1200 3502 1900 1615 1805 3610 1615 1805 3610 1615
------------ I -------------- II--------------- II------------ --- II-- -- ------ - - - - -
t
Capacity Analysis Module:
Voi /Sat: 0.01 0.07 0.07 0.11 0.05 0.12 0.07 0.39 0.01 0.01 0.40 0.26
Crit Moves: * * ** ` + *` 1141 * # **
Green /Cycle: 0.06 0.08 0.08 0.23 0.23 0.23 0.08 0.49 0.49 0.06 0.47 0.70
Volume /Cap: 0.08 0.86 0.86 0.47 0.23 0.51 0.86 0.80 0.02 0.10 0.86 0.37
Delay /Veh: 51.2 76.7 76.7 40.0 37.5 41.2 89.4 28.5 15.7 53.5 32.5 7.4
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 51.2 76.7 76.7 40.0 37.5 41.2 89.4 28.5 15.7 53.5 32.9 7.4
LOS by Move: D E E D D D F C B D C A
HCM2kAvgQ: 0 7 7 7 3 7 7 24 D 0 27 6
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -12
PM Existing Plus Gas StatioMon Apr 29, 2013 15:07:26 Page 4 -1
PM Existing Plus Gas Station Conditions [Caltrans]
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection #1 PCH at Ist Street
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.770
Loss Time (sec): 16 Average Delav (sec /veh): 65.1
Optimal Cycle: 85 Level Of Service: E
Street Name: PCH 1st Street
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
--------------- II --------------- II --------------- II ---------------
I
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 6 14 14 6 17 17 17 17 17 17 17 17
Y +R: 4.0 10 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 2 0 0 1 0 0 0 11 0 0
------------ I --------------- II--------------- II--------------- II---------- - -- - -
I
Volume Module:
Base Vol: 31 1550 3 1 1920 130 142 0 41 2 1 3
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 -00 1.00 1.00 1.00 1.00
Initial Bse: 31 1550 ]. 1920 . 130 142 0 41 2 1 3
Added Vol: 0 0 0 0 0 0 0 0 0 U 0 0
PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 C
initial Fut: 31 1550 3 1 1920 130 142 0 41 2 1 3
User Adj: 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 33 1632 3 1 2021 137 149 0 43 2 1 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 p 0 0
Reduced Vol: 33 1632 3 1 2021 137 149 0 43 2 1 3
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVOlume: 33 1632 3 1 2021 137 149 0 43 2 1 3
------------ --------------- II--------------- II------ -- ------- II------- --- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 ?900 1900
Adjustment: 0.95 0.95 0.95 0.95 0.94 0.94 0.92 1.00 0.85 0.92 0.92 0.92
Lanes: 1.00 1.99 0.01 1.00 1.87 0.13 2.00 0.00 1.00 0.33 0.17 0.50
Final Sat.: 1805 3603 7 1805 3351. 227 3502 0 1615 581 291 872
------------ I --------------- II--------------- II--------- -- ---- II--------- - - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.02 0.45 0.45 0.00 0.60 0.60 0.04 0.00 0.03 0.00 0.00 0.00
Cr it Moves: *' ** x# * -* -: *.* 4 * #*
Green /Cycle: 0.05 0.53 0.53 0.06 0.53 0.53 0.14 0.00 0.14 0.14 D.14 0.14
Volume /Cap: 0.36 0.86 0.86 0.01 1.13 1.13 0.30 0.00 0.19 0.03 0.03 0.03
Delay /Veh: 57.6 29.0 29.0 53.3 94.2 94.2 46.5 0 -0 45.8 44.4 44.4 44.4
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 57.6 29.0 29.0 53.3 94.2 94.2 46.5 0.0 45.8 44.4 44.4 44.4
LOS by Move: E C C D F F D A D D D D
HCM2kAvaQ: 2 30 30 0 61 61 3 0 1 0 0 0
Pore: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -13
PM Existing Plus Gas StatioMOn Apr 29, 2013 15:07:26 Page 5 -1
PH Existing Plus Gas Station Conditions [Ca.ltrens)
2.13.3368.1. Main & PCH Mixed -Use Center, Seal Beach
____ ________ ___ _____------_----__----_---------_-----____----
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume .Alternative)
Intersection #2 Main Street at PCH
kI. ** * * ; ;tIi *I.« * *;«.. * * *4;** *1*+; J I I..* I.I.IAI* * *I A I Y 4k* *4, -«.II, k * « + . I / . h1 N I I } ♦
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.736
Loss Time (sec): 12 Average Delay (sec /veh): 27.0
Optimal Cycle: 68 Level Of Service: C
Street Name: Main Street PCH
Approach: North Bound South Bound Fast Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II--------------- 11 --------------- II ---------------
I
Control: Permitted Permitted Protected Protected
Rights: Include Ov1 Include Include
Min. Green: 24 24 24 28 28 28 6 21 21 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ ---------------II-! -------------II---------------II--
Volume Module:
Base Vol: 117 66 64 21 73 158 222 1728 115 113 1380 14
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 117 66 64 21 73 158 222 1728 115 113 1380 14
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 117 66 64 21 73 158 222 1728 115 113 1380 14
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00
PHF Adi: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 123 69 67 22 77 166 234 1819 121 119 1453 15
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 123 69 67 22 77 166 234 1319 121 119 1453 15
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVOlume: 123 69 67 22 77 166 234 1819 121 119 1453 15
------------ --------------- II--------------- II--------------- II---------- - - - - -
i
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.70 1.00 0.85 0.71 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.98 0.02
Final Sat.: 1326 1900 1615 1.355 1900 1615 1805 3610 1615 1805 3570 36
------------ I --------------- II--------------- II------ --------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.09 0.04 0.04 0.02 0.04 0.10 0.13 0.50 0.07 0.07 0.41 0.41
Crit Moves: + ;;+ *; ** t +;.
Green /Cycle: 0.20 0.20 0.20 0.20 0.20 0.37 0.17 0.62 0.62 0.08 0.53 0.53
Volume /Cap: 0.46 0.18 0.21 0.08 0.20 0.28 0.77 0.81 0.12 0.81 0.77 0.77
Delay /Veh: 43.6 40.1 40.4 39.2 40.3 26.9 58.7 20.0 9.5 82.5 24.2 24.2
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 43.6 40.1 40.4 39.2 40.3 26.9 58.7 20.0 9.5 82.5 24.2 24.2
LOS by Move: D D D D D C E B A F C C
HCM2kAvgQ: 4 2 2 1 2 4 10 28 2 6 23 23
;+ t+*--.*. �.« t+. r+«I«. t+«+* I*+t t+ + ++ *. ;.*�«x + «4« +t+ **. *x*t+ +«+k;
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -14
PM Existing Plus Gas StatioMon Apr 29, 2013 15:07:26 Page 6 -1
PM Existing Plus Gas Station Conditions (CaltransJ
2.13.3368.1 Main 5 PCH Mixed -Use Center, Seal Beach
---- ----- - ----- ------------------------------------
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection 43 12th Street at Pacific Coast Highway
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.741
Loss Time (sec): 12 Average Delay (sec /veh): 20.2
Optimal Cycle: 69 Level Of Service: C
***?+ I+**** k** t* J*** w**J***+ ks+ Ji.*+ Y**#**++#+**#* * * * * + * * *** * * *H## *+ +*++a# * * *+ *+*
Street Name: 12th Street Pacific Coast Highway
Approach: North Bound South Bound East Bound [west Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------
I
Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 24 24 24 24 24 24 6 14 14 6 21 21
YIP: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 it 0 0 1 0 1 0 1 1 0 2 0 1 _ 0 1 1 0
----- I --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 66 50 38 58 64 23 66 1850 62 38 1479 17
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 66 50 38 58 64 23 66 1850 62 38 1479 17
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fur: 66 50 38 58 64 23 66 1850 62 38 1479 17
User Adj: 1.00 1.00 1..00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 69 53 40 61 67 24 69 1947 65 40 1557 18
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 69 53 40 61 67 24 69 1947 65 40 1557 18
PCE Adj: 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 69 53 40 61 67 24 69 1947 65 40 1557 18
----------- -I--------------- II- - - - - -- ------- II-- ----- -------- II--------- - - - - -I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.81 0.81 0.81 0.80 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 0.43 0.32 0.25 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.98 0.02
Final Sat.: 657 498 379 1512 1900 1615 1805 3610 1615 1805 3562 41
------------ I --------------- II--------------- II------ --------- II-- -------- - -- - -
I
Capacity Analysis Module:
Vol /Sat: 0.11 0.11 0.11 0.04 0.04 0.01 0.04 0.54 0.04 0.02 0.44 0.44
Crit Moves: * *** * * ** * * *?
Green /Cycle: 0.20 0.20 0.20 0.20 0.20 0.20 0.07 0.65 0.65 0.05 0.63 0.63
Volume /Cap: 0.53 0.53 0.53 0.20 0.18 0.07 0.54 0.83 0.06 0.44 0.70 0.70
Delay /Veh: 44.7 44.7 44.7 40.3 40.0 39.1 58.1 13.6 7.7 58.8 15.7 15.7
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 44.7 44.7 44.7 40.3 40.0 39.1 58.1 18.6 7.7 58.8 15.7 15.7
LOS by Move: D D D D D D E B A E B B
HCM2kAvgQ: 6 6 6 2 2 1 3 30 1 2 20 20
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -15
PM Existing Plus Gas StatioMon Apr 29, 2013 15:07:26 Page 7 -1
PM Existing Plus Gas Station Conditions (Caltrans)
2.13.3360.1 Main 5 PCH Mixed -Use Center, Seal Beach
_ - -_ __ ------------------------ ------ -- --- ----- ----- -- - - --
Level Of Service Computation Report.
2000 HCM Operations Method (Future Volume Alternative)
Intersection 44 Seal Beach Blvd at PCH
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.797
Loss Time (sec): 16 Average Delay (sec /veh): 40.2
Optimal Cycle: 92 Level Of Service: D
Street Name: Seal Beach Blvd PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- ! 1 --------------- II ---------------
I
Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Ovl
Min. Green: 6 6 6 28 28 26 6 21 21 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.G 4.0 4.0
Lanes: 1 0 1 1 0 2 0 1. 0 1 1 0 2 0 1 1 0 2 0 1
------------ I --------------- II--------------- II--------------- II------- --- - - - - -
I
Volume Module:
Base Vol: 11 132 8B 398 1.59 248 193 1576 37 75 1250 265
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I.DO 1.00
Initial Bse: 11 132 88 39B 159 248 193 1576 37 75 1250 265
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Put: 11 132 88 393 159 248 193 1576 37 15 1250 265
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 12 139 93 419 167 261 203 1659 39 79 1316 279
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 12 139 93 419 161 261 203 1659 39 79 1316 279
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
N,LP Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVOlume: 12 139 93 419 167 261 203 1659 39 79 1316 279
------------ -------- II--------------- II------- ------ -- I!---------- - -- - -
I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.95 0.89 0.89 0.92 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.85
Lanes: 1.00 1.20 0.80 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00
Final Sat.: 1805 2036 1357 3502 1900 1615 1805 3610 1615 1805 3610 1615
------------ I --------------- II--------------- II--------------- II---------- - -- - -
I
Capacity Analysis [Nodule:
Vol /Sat: 0.01 0.07 0.07 0.12 0.09 0.16 0.11 0.46 0.02 0.04 0.36 0.17
Crit Moves: .++. # * ## +.+# k+ *#
Green /Cycle: 0.08 0.08 0.0E 0.23 0.23 0.23 0.13 0.51 0.51 0.05 0.43 0.66
Volume /Cap: 0.09 0.90 0.90 0.51 0.38 0.69 0.86 0.90 0.05 0.87 0.86 0.26
Delay /Veh: 51.9 87.3 67.3 40.6 39.2 47.5 75.8 33.7 14.9 112.5 36.0 8.5
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.03 1.00 1..00
AdjDel /Veh: 51.9 87.3 87.3 40.6 39.2 47.5 75.8 33.7 14.9 112.5 36.0 8.5
LOS by Move: D F F D D D E C B F D A
HCM2kAvgQ: 0 7 7 7 5 10 10 33 1 5 25 4
Note: Queue reported is the number of cars per lane.
Tra£fix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -16
LINSCOrf, Lew & GREENSPM, engineers
APPENDIX D -Ill
EXISTING PLUS PROJECT TRAFFIC CONDITIONS
LLG Ref. 2- 13- 3368 -1
Main & PC}I Mixed -Use Center, Seal Beach
..
"4' Nil, 11 n 1'Vn. -P- G ". .' • - ♦u' i' ..
AM Existing Plus Project Fri Apr 19, 2013 10:29:41 Page 4 -1
AM Existing Plus Project Conditions [Caltrans)
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
------ -- --- - - -- -- -- --- - -- -- -
Leve1. Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection H1 PCH at 1st Street
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.616
Loss Time (sec): 16 Average Delay (sec /veh): 30.7
Optimal Cycle: 73 Level Of Service: C
Street Name: PCH 1st Street
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II--------------- II --------------- 11 - - -I
Control: Protected Protected Split Phase Split Phase
P.ights: Include include Include Include
Min. Green: 6 14 14 6 17 17 1.7 17 17 17 17 17
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 _ 0 1 1 0 2 0 0 1 0 0 0 11 0 0
- --- -------- I - ------- -- -- -II --------------- 11 ---------------
Volume Module:
Base Vol: 11 1616 6 4 1471 47 186 - 0 50 1. 0 3
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 L.00
Initial Bse: 11 1616 6 4 1471 47 186 0 50 1 0 3
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 11 1616 6 4 1471 47 186 0 50 1 0 3
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 12 1701 6 4 1548 49 196 0 53 1 0 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 12 1701 6 4 1548 49 196 0 53 1 0 3
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 i.00 1 -00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinaiVolume: 12 1701 6 4 1548 49 196 0 53 - 0 3
------------ I --------------- II---- ----- ----- -II - -- ---------- - - - - -I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.95 0.95 0.95 0.95 0.95 0.95 0.92 1.00 0.85 0.89 1.00 0.89
Lanes: 1.00 1.99 0.01 1.00 1.94 0.06 2.00 0.00 1.00 0.25 0.00 0.75
Final Sat.: 1805 3593 13 1805 3481 111 3502 0 1615 422 0 1266
------------ I --------------- II--------------- II-- ------------- II---------- - -- - -
I
Capacity Analysis Module:
Vol /Sat: 0.01 0.47 0.47 0.00 0.44 0.44 0.06 0.G0 0.03 0.00 0.00 0.00
Crit Moves: + *4* Y * ** * * *+ *4 **
Creen /Cycle: 0.06 0.53 0.53 0.05 0.52 0.52 0.14 0.00 0.14 0.14 0.00 0.14
Volume /Cap: 0.11 0.89 0.89 0.05 0.85 0.85 0.39 0.00 0.23 0.02 0.00 0.02
Delay /Veh: 53.9 30.3 30.3 54.5 28.3 28.3 47.3 0.0 46.2 44.3 0.0 44.3
User De1Adj: 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 53.9 30.3 30.3 54.5 28.3 28.3 47.3 0.0 46.2 44.3 0.0 44.3
LOS by Move: D C C D C C D A D D A D
HCM2kAvgQ: 0 32 32 0 29 29 4 0 1 0 0 0
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -17
AM Existing Plus Project Fri Apr 19, 2013 10:29:41 Page 5 -1
AM Existing Plus Project Conditions [Caltrans)
2.13.3368.1 Main 6 PCH Mixed -Use Center, Seal Beach
--------------------------------------------------------------------------------
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
InterseCz:ion #2 Main Street at PCH
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.564
Loss Time (sec): 12 Average Delay (sec /veh): 19.1
Optimal Cycle: 67 Level Of Service: B
Street Name: Main Street PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R 1., - T - R
------------ --------------- II--------------- II--------------- II ---------------
1
Control: Permitted Permitted Protected Protected
Rights: Include Ovl Include Include
Min. Green: 24 24 24 28 28 28 6 21 21 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ --------------- II--------------- II---- r-------- II---------- - - - - -
I
Volume Module:
Base Vol: 42 411 48 9 50 101 92 1369 48 40 1436 6
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 42 41 48 9 50 101 92 1369 48 40 1438 6
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 42 41 48 9 50 101 92 1369 48 40 1438 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 44 43 51 9 53 106 97 1441 51 42 1514 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 44 43 51 9 53 106 97 1441 51 42 1514 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00
FinalVOlume: 44 43 51 9 53 106 97 1441 51 42 1514 6
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.73 1.00 D.85 0.73 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.99 0.01
Final Sat.: 1378 1900 1.615 1393 1900 1615 1805 3610 1615 1805 3591 15
------------ I --------------- II--------------- II---- --- -------- II----- ----- - -- - -
I
Capacity Analysis Module:
Vol /Sat: 0.03 0.02 0.03 0.01 0.03 0.07 0.05 0.40 0.03 0.02 0.42 0.42
Crit Moves: ' * ** * * ** * ***
Green /Cycle: 0.20 0.20 0.20 0.20 0.20 0.2E 0.06 0.62 0.62 0.08 0.62 0.62
Volume /Cap: 0.16 0.11 0.16 0.03 0.14 0.24 0.68 0.64 0.05 0.30 0.68 0.68
Delay /Veh: 39.9 39.4 39.9 38.7 39.7 33.7 66.2 14.9 8.9 53.4 15.8 15.6
User DelA.dj: 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 39.9 39.4 39.9 38.7 39.7 33.7 66.2 14.9 8.9 53.4 15.8 15.8
LOS by Move: D D D D D C E E A D B B
HCM2,'AvgQ: 1 1 2 0 2 3 5 18 1 2 19 19
Note: Queue reported is the number of cars per lane.
Traffix 8.01.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -18
AM Existing Plus Project Fri Apr 19, 2013 10:29:41 Pace 6 -1
AM Existing Plus Project Conditions [Caitrans]
2.13.3366.1 Main 5 ?CH Mixed -Use Center, Seal Beach
--------------------------------------------------------------------
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection 43 12th Street at Pacific Coast highway
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.629
Loss Time (sec): 12 Average Delay (sec /veh): 17.8
Optimal Cycle: 63 Level Of Service: B
Street Name: 12th Street Pacific Coast Highway
Approach: North Bound South Bound East Bound �dest Bound
Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 24 24 24 24 24 24 6 14 14 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 11 0 0 1 0 1 0 7. 1 0 2 0 1 1 0 1 1 0
------------ I --------------- --------------- --------------- ---------------
Volume Module:
Base Vol: 67 59 32 36 39 34 50 1457 29 27 1470 6
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 67 59 32 36 39 34 50 1457 29 27 1470 6
Added Vol: 0 0 0 0 0 0 0 0 0 2 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 67 59 32 36 39 34 50 1457 29 27 14-70 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0.7 1.00 1.00
PHF Adj: D.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 71 62 34 38 41 36 53 1534 31 23 1547 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 71 62 34 38 41. 36 53 1534 31 23 1547 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 71 62 34 38 41 36 53 1534 31 23 1547 6
------- ----- ------ ---- -- - - -II- ------------- il--------------- II---------- - - - - -I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.83 0.83 0.83 0.80 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 0.43 0.37 0.20 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.99 0.01
Final Sat.: 665 585 318 1518 1900 1615 1805 3610 1615 1805 3592 15
------ ------ I ------ ------ - -II -- ---- II--------------- II--------- - - - - - -I
Capacity analysis Module:
Vol /Sat: 0.11 0.11 0.11 0.02 0.02 0.02 0.03 0.42 0.02 0.02 0.43 0.43
Crit Moves: 11-1 * * ** * * **
Green /Cycle: 0.20 0.20 0.20 0.20 0.20 0.20 0.05 0.63 0.63 0.07 0.65 0.65
Volume /Cap: 0.53 0.53 0.53 0.12 0.11 0.11 0.58 0.68 0.03 0.21 0.66 0.66
Delay /Veh: 44.7 44.7 44.7 39.6 39.4 39.4 65.2 15.4 8.6 53.1 13.6 13.6
User De1.Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 44.7 44.7 44.7 39.6 39.4 39.4 65.2 15.4 8.6 53.1 13.6 13.6
LOS by Move: D D D D D D E B A D B B
HCM2kAvgQ: 6 6 6 1 1 1 3 20 0 1 19 19
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -19
AM Existing Plus Project Fri Apr 19, 2013 10:29:41 Page 7 -1
AM Existing Plus Project Conditions [Caltrans]
2.13.3366.1 Main 5 PCH Mixed -Use Center, Seal Beach
------------------------------------------
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection #4 Seal Beach Blvd at PCH
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.755
Loss Time (sec): 16 Average Delay (sec /veh): 34.5
Optimal Cycle: 82 Level Of Service: C
Street Name: Seal Beach Blvd PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II--------------- II--------------- II---------------
I
Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include OV1
Min. Green: 6 6 6 28 28 26 G 21 21 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 2 0 1 0 1 1 0 2 0 1 1 0 2 0 1
------ - - -- --
Volume Module:
Base Vol: 11 146 79 363 95 182 127 1352 14 11 1378 394
Growth Adj: 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 146 79 363 95 182 127 1352 14 11 1378 394
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 11 146 79 363 95 182 127 1352 14 11 1378 394
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 12 154 83 382 100 192 134 1423 15 12 1451 415
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 12 154 83 382 100 192 134 1423 15 12 1451 415
PCE Adj: 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVOlume: 12 154 83 382 100 192 134 1423 15 12 1451 415
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1500 1900 1900 1900 1900 1900 1900
Adjustment: 0.95 0.90 0.90 0.92 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.65
Lanes: 1.00 1.30 0.70 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00
Final Sat.: 1805 2218 1200 3502 1900 1615 1805 3610 1615 1805 3610 1615
------------ I --------------- II--------------- II--------------- II--- ------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.01 0.07 0.07 0.11 0.05 0.12 0.07 0.39 0.01 0.01 0.40 0.26
Crit Moves: *k ** ++ +4 +* ** +a *a
Green /Cycle: 0.08 0.08 0.08 0.23 0.23 0.23 0.09 0.49 0.49 0.06 0.47 0.70
Volume /Cap: 0.03 0.86 0.86 0.47 0.23 0.51 0.86 0.80 0.02 0.10 0.86 0.37
Delay /Veh: 51.3 77.5 77.5 40.0 37.5 41.2 89.7 28.5 15.7 53.5 33.3 7.5
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 51.3 77.5 77.5 40.0 37.5 41.2 59.7 28.5 15.7 53.5 33.3 7.5
LAOS by Move: D E E D D D F C B D C A
HCI12kAVgQ: 0 7 7 7 3 7 "1 25 0 0 27 6
*+++ k+* k*a***+ 4*** x#***+*++*#***#*+ k*+***** 4* k+* 4* + *k *4*i. * * #; *i * * * *Yx + +i + + * * * # **
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -20
PM Existing Plus Project Fri Apr 19, 2013 10:29:54 Page 4 -1
PM Existing Plus Project Conditions [Caltrans[
2.13.3368.1 Main S PCH Mixed -Use Center, Seal Beach
--- ------ -- ---- - - -- -- ---------------- - -- - --
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection N1 PCH at 1st Street
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.772
Loss Time (sec): 16 Average Delay (sec /veh): 65.6
Optimal Cycle: 86 Level Of Service: E
.Street Name: PCH 1st Street
Approach: North Hound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II --------------- II --------------- II ---------- - - - - -
I
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 6 14 14 6 17 17 17 17 17 17 17 17
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 i 0 1 1 0 2 0 0 1 0 0 0 1! 0 0
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 31 1555 3 1 1924 130 142 0 41 2 1 3
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 31 1555 3 1 1924 130 142 0 41 2 1 3
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 31 1555 3 1 1924 130 142 0 41 2 1 3
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0,95
PHF Volume: 33 1637 3 1 2025 137 149 0 43 2 1 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 33 1637 3 1 2025 137 149 0 43 2 1 3
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 33 1637 3 1 2025 137 149 0 43 2 1 3
----- ------------ --- II---------- - -- - -II --------------- ---------------
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.95 0.95 0.95 0.95 0.94 0.94 0.92 1.00 0.85 0.92 0.92 0.92
Lanes: 1.00 1.99 0.01 1.00 1.87 0.13 2.00 0.00 1.00 0.33 0.17 0.50
Final Sat.: 1305 3603 7 1805 3351 226 3502 0 1615 581 291 872
------------ I --------------- II----------- ----II - -- - - -II- -- - - - - -I
Capacity Analysis Module:
Vol /Sat: 0.02 0.45 0.45 0.00 0.60 0.60 0.04 0.00 0.03 0.00 0.00 0.00
Crit Moves: } + #* ** ** # * ** # * #{
Green /Cycle: 0.05 0.53 0.53 0.06 0.53 0.53 0.14 0.00 0.14 0.14 0.14 0.14
Volume /Cap: 0.36 0.86 0.86 0.01 1.13 1.13 0.30 0.00 0.19 0.03 0.03 0.03
Delay_ /Veh: 57.6 25.2 29.2 53.3 95.1 95.1 46.5 0.0 45.3 44.4 44.4 44.4
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 57.6 29.2 29.2 53.3 95.1 95.1 46.5 0.0 45.8 44.4 44.4 44.4
LOS by Move: E C C D F F D A D D D D
HCM2)cAvgQ: 2 30 30 0 61 61 3 0 1 0 0 0
Note: Queue reocrted is the number of cars per lane.
Traf£ix 8.0.071.5 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -2l
PM Existing Plus Project Fri Apr 19, 2013 10:29:54 Page 5 -1
PM Existing Plus Project Conditions [Caltrans]
2.13.3368.1 Main 6 PCH Mixed -Use Center, Seal Beach
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection #2 Main Street at PCH
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.723
Loss Time (sec): 12 Average Delay (sec /veh): 27.0
Optimal Cycle: 67 Level Of Service: C
Street Name: Main Street PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II--------------- il--------------- II---------------
I
Control: Permitted Permitted Protected Protected
Rights: Include Ov1 Include include
Min. Green: 24 24 24 28 28 28 6 21 21 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ --------------- II--------------- II---- ---- ------- II-- -------- - - - - -
I
Volume Module:
Base Vol: 99 61 63 19 73 158 222 1743 98 110 1398 14
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 -00 1.00 1.00
Initial Bse: 99 61 63 19 73 158 222 1743 98 110 1398 14
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVo1: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 99 61 63 19 73 158 222 1743 98 110 1398 14
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volurie: 104 64 66 20 77 166 234 1835 103 116 1472 15
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 104 64 66 20 77 166 234 1335 103 116 1472 15
PCF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 104 64 66 20 77 166 234 1835 103 116 1472 15
------------ --------------- II--------------- II--------------- II---- ------ - - - - -
I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.70 1.00 0.85 0.72 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2 -00 1.00 1.00 1.98 0.02
Final Sat.: 1326 1900 1615 1360 1900 1615 1805 3610 1615 1805 3571 36
------------ I --------------- II--------------- II --------------- ---------------
Capacity Analysis Module:
Vol /Sat: 0.08 0.03 0.04 0.01 0.04 0.10 0.13 0.51 0.06 0.06 0.41 0.41
Crit Moves: * *'* * * ** * * **
Green /Cycle: 0.20 0.20 0.20 0.20 0.20 0.37 0.17 0.62 0.62 0 -08 0.53 0.53
Volume /Cap: 0.39 0-17 0.21 0.07 0.20 0.28 0.77 0.82 0.10 0.82 0.77 0.77
Delay /Veh: 42.6 40.0 40.4 39.1 40.3 27.0 59.5 19.9 9.2 84.1 24.3 24.3
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 42.6 40.0 40.4 39.1 40.3 27.0 59.5 19.9 9.2 84.1 24.3 24.3
LOS by Move: D D D D D C E B A F C C
HCM2kAvgQ: 4 2 2 1 2 4 10 29 2 6 24 24
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -22
PM Existing Plus Project Fri Apr 19, 2013 10:29:54 Page 6 -1
PM Existing Plus Project Conditions [Caltrans]
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
_____ ___ __ _ _ _ _ __ ___ __ _ _ ___ - - - - -_ ___- -__ -__
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection #3 12th Street at Pacific Coast Highway
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.743
Loss Time (sec): 12 Average Delay (sec /veh): 20.6
Optimal Cycle: 69 Level Of Service: C
Street Name: 12th Street Pacific Coast Highway
Approach: North Bound South Bound East Bound [hest Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II--------------- II--------------- II---------------
I
Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 24 24 24 24 24 24 6 14 14 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 1 0 1 0 1 1 0 2 0 1 i 0 1 1 0
------------ I --------------- II--------------- II-- --- -- -- ------ II-------- -- - - -- -
I
Volume Module:
Base Vol: 66 50 38 58 64 23 83 1854 67 38 1478 17
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 66 50 38 58 64 23 83 1854 67 38 1478 17
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 66 50 38 58 64 23 83 1854 67 38 1478 17
User Adj: 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 69 53 40 61 67 24 87 1952 71 40 1556 18
Reduct Vol: 0 0 0 0 0 0 0 0 D 0 0 0
Reduced "Vol: 69 53 40 61 67 24 87 1952 71 40 1556 18
PCE Adj: 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 69 53 40 61 67 24 87 1952 71 40 1556 18
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.81 0.81 0.81 0.80 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 0.43 0.32 0.25 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.98 0.02
Final Sat.: 657 498 379 1512 1900 1615 1805 3610 1615 1805 3562 41
------------ I --------------- II---------- ----- II-------- ---- -- -II- - - - - -i
Capacity Analysis Module:
Vol /Sat: 0.11 0.11 0.11 0.04 0.04 0.01 0.05 0.54 0.04 0.02 0.44 0.44
Crit Moves: * *°+ ** +* **#*
Green /Cycle: 0.20 0.20 0.20 0.20 0.20 0.20 0.07 0.65 0.65 0.03 0.63 0.63
Volume /Cap: 0.53 0.53 0.53 0.20 0.18 0.01 0.67 0.83 0.07 0.44 0.70 0.70
Delay /Veh: 44.7 44.7 44.7 40.3 40.0 39.1 67.4 18.7 7.7 58.8 15.7 15.7
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 44.7 44.7 44.7 40.3 40.0 39.1 67.4 18.7 7.7 58.8 15.7 15.7
LOS by Move: D D D D D D E B A E B B
flCM2kAvgQ: 6 6 6 2 2 1 4 30 1 2 20 20
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -23
PM Existing Pius Project Fri Apr 19, 2013 10:29:54 Pace 7 -1
PM Existing Plus Project Conditions [Caltrans]
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
--------------------------------------------------------------------------------
Leve1 Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection #4 Seal Beach Blvd at PCH
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.798
Loss Time (sec): 16 Average Delay (sec /veh): 40.4
Optimal Cycle: 92 Level Of Service: D
Street Name: Seal Beach Blvd PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - _ - R L - T - R L - T - R L - T - R
------ - - - - -- --------------- II-------------_- II --------------- II---- ----- - - - - - -
I
Control: Split Phase Split_ Phase Protected Protected
Rights: include Include Include Ovl
Min. Green: 6 6 6 28 28 28 6 2i 21 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 2 0 1 0 1 1 0 2 0 1 1 0 2 0 1
------------ --------------- II--------------- II--------------- II---- -- ---- - - - --
I
Volume Module:
Base Vol: 11 132 88 398 159 248 197 1578 37 75 1251 265
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 132 88 398 159 248 197 1578 37 75 1251 265
Added Vol: D 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 C 0 0 0 0 0 0 0 0 0 0
Initial Fut: 11 132 88 392 159 248 197 1578 37 75 1251 265
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 12 139 93 419. 167 261 207 1661 39 79 1317 279
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 12 139 93 419 167 261 207 1661 39 79 1317 279
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1100 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1_00 1.00 1_00 1.00 1.00 1.00 1.00
Finalvolume: 12 139 93 419 167 261 207 1661 39 79 1317 279
--- ----- - - - -I- -----II---------------11---------------II------
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.95 0.89 C.89 0.92 1.DO 0.85 0.95 0.95 0.85 0.95 0.95 0.85
Lanes: 1.00 1.20 0.80 2.00 1.00 1.00 1.00 2.00 1.00 1-OD 2.00 1.00
Final Sat.: 1805 2036 1357 3502 1900 1615 1805 3610 1615 1805 3610 1615
------------ I --------------- II--------------- II--------------- II---------- -- - - -
I
Capacity Analysis Module:
Vol /Sat: 0.01 0.07 0.07 0.12 0.09 0.16 0.11 0.46 0.02 0.04 0.36 0.17
Crit Moves: *' #+ +# *+ * * #* * * **
Green /Cycle: 0.08 0.08 0.08 0.23 0.23 0.23 0.13 0.51 0.51 0.05 0.42 0.66
Volume /Cap: 0.09 0.91 0.91 0.51 0.38 0.69 0.86 0.91 0.05 0.87 0.86 0.26
Delay /Veh: 51.9 87.6 87.6 40.6 39.2 47.5 76.2 33.8 14.9 112.5 36.5 8.6
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel /Veh: 51.9 87.6 87.6 40.6 39.2 47.5 76.2 33.8 14.9 112.5 36.5 8.6
LOS by Move: D F F D 0 D E C B F D A
HCM2kAvgQ: 0 7 7 7 5 10 101 33 1 5 26 4
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -24
APPENDIX D -IV
EXISTING PLUS PROJECT PLUS MITIGATION
TRAFFIC CONDITIONS
UNSCOTT, Law& GREENSPM, engineers LLG Ref. 2-13- 3368 -1
Main & IICII Mired -Use Center, Seal Beach
MITIG8 - AM Existing Plus Pine Apr 30, 2013 16:41:34 Page 1 -1
AM Existing Plus Project Conditions (Caltrans] (Mitigation)
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
___ -_ ---------------------------------------
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection #1 PCH at 1st Street
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.616
Loss Time (sec): 16 Average Delay (sec /veh): 20.0
Optimal Cycle: 62 Level Of Service: C
Street Name: PCH 1st Street
Approach: North Bound South Bound cast Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------ - - - --- --------------- --------------- --------------- -- --- -- --- - - - - -�
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 6 14 14 6 17 17 17 17 17 6 6 6
Y +R: 4.0 4 -0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4,0 4.0 4.0
Lanes; 1 0 1 1 0 1 0 1 1 0 2 0 0 1 0 0 0 1! 0 0
--------------- --------------- --------------- ---- ---- -- -- - - -�
Volume Module:
Base Vol: 11 1616 6 4 1471 47 186 0 50 1 0 3
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 1616 6 4 1471 47 186 0 50 1 0 3
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 11 1616 6 4 1471 47 186 0 50 1 0 3
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 12 1701 6 4 1548 49 196 0 53 1 0 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 12 1701 6 4 1548 49 196 0 53 1 0 3
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVOlume: 12 1701 6 a 1548 49 156 0 53 1 0 3
- ----- - - - --- ---- ------- ---- --------------- --------------- -
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.95 0.95 0.95 0.95 0.95 0.95 0.92 1.00 0.85 0.89 1.00 0.89
Lanes: 1.00 1.99 0.01 1.00 1.94 0.06 2 -00 0.00 1.00 0.25 0.00 0.75
Final Sat.: 1805 3593 13 1805 3481 111 3502 0 1615 422 0 1266
--------__-- I --------------- --------------- ------- --- - - - - - ---------- - - - - -I
Capacity Analysis Module:
Vol /Sat: 0.01 0.47 0.47 0.00 0.44 0.44 0.06 0.00 0.03 0.00 0.00 0.00
Crit Moves: + +•# *4 #* * # ## + + *#
Green /Cycle: 0.07 0.63 0.63 0.05 0.61 0.61 0.14 0.00 0.14 0.05 0.00 0.05
V01ume /Cap: 0.09 0.76 0.76 0.05 0.73 0.73 0.39 0,00 0.23 0.05 0.00 0.05
Delay /Veh: 52.8 17.5 17.5 54.5 18.0 18.0 47.3 0.0 46,2 54.5 0.0 54.5
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel /Veh: 52.8 17.5 17.5 54.5 18.0 18.0 47.3 0.0 46.2 54.5 0.0 54.5
LOS by Move: D B B D B B D A D D A D
HCM2kAvgQ: 0 24 24 0 22 22 4 0 2 0 0 0
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -25A
AM Existing Plus Project (MWed Apr 24, 2013 14:42:03 Page 5 -1
AM Existing Pius Project Conditions fCaltransl (Mitigation)
2.13.3368.1 Main L PCH Mixed -Use Center, Seal Beach
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection #2 Main Street at PCH:
Cycle (sec): 120 Critical Vo].. /Cap.(X): 0.588
Loss Time (sec): 12 Average Delay (sec /veh): 19.1
Optimal Cycle: 67 Level Of Service: B
Street Name: Main Street PCH
Approach: North Round South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- 11 --------------- II ---------------
i
Control: Permitted Permitted Protected Protected
Rights: Include Ovl Include Include
Min. Green: 24 24 24 28 28 28 6 21 '21 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ I --------------- II--------------- II--------------- II--------- - - - - - -
I
Volume Module:
Base Vol: 42 41 48 9 50 101 92 1369 48 40 1438 6
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 42 41 48 9 50 101 92 1369 48 40 1434 6
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 42 41 48 9 50 101 92 1369 48 40 1438 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 44 43 51 9 53 106 97 1441 51 42 1514 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 44 43 51 9 53 106 97 1441 51 42 1514 6
PCE Adj: 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 44 43 51 9 53 106 97 1441 51 42 1514 6
--------------------------- II--------------- II--------------- 11-- -------- - - - - -I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.73 0.92 0.92 0.60' 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 1.00 0.46 0.54 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.99 0.01
Final Sat.: 1378 804 942 1248 1900 1615 1805 3610 1615 1805 3591 15
--- - - I - -- ----- II--------------- II----------- ---- II---------- - - - - -I
Capacity Analysis Module:
Vol /Sat: 0.03 0.05 0.05 0.01 0.03 0.07 0.05 0.40 0.03 0.02 0.42 0.42
Crit Moves: * * ** * * ** ** **
Green /Cycle: 0.20 0.20 0.20 0.20 0.20 0.28 0.08 0.62 0.62 0.08 0.62 0.62
Volume /Cap: 0.16 0.27 0.27 0.04 0.14 0.24 0.68 0.64 0.05 0.30 0.68 0.68
Delay /Veh: 39.9 41.0 41.0 38.8 39.7 33.7 66.2 14.9 8.9 53.4 15.8 15.8
User DelAd3: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 39.9 41.0 41.0 38.8 39.7 33.7 66.2 14.9 8.9 53.4 15.8 15.8
LOS by Move: D D D D D C E 3 A D B B
HCM2kAvgQ: 1 3 3 0 2 3 5 18 1 2 19 19
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -2513
MITIGB - PM Existing Plus Prue Apr 30, 2013 16:42:16 Page 1 -1
PM Existing Plus Project Conditions [Caltrans] (Mitigation)
2.13.3368.1 Mair_ & PCH Mixed -Use Center, Seal Beach
- ____- - - - - -_ ------- ------------ -------- ----- ------
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection #1 PCH at lst Street
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.772
Loss Time (sec): 16 Average Delay (sec /veh): 28.2
Optimal Cycle: 86 Level Of Service: C
Street Name: PCH 1st Street
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
--------------- 11 --------------- 11 --------------- 11---------------
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 6 14 14 6 17 17 17 17 17 6 6 6
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 2 0 0 1 0 0 0 1! 0 0
------------ ___________ ____ --------------- --------------- --------------- �
Volume Module:
Base Vol: 31 1555 3 1 1924 130 142 0 41 2 1 3
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 31 1555 3 1 1924 130 142 0 41 2 1 3
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Flt: 31 1555 3 1 1924 130 142 0 41 2 1 3
User Adj: 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 33 1637 3 1 2025 137 149 0 43 2 1 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 33 1637 3 1 2025 137 149 0 43 2 1 3
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 -00 1.00 1.00 1.00 1.00
MLF Adj: i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Finalvolume: 33 1637 3 1 2025 137 149 0 43 2 1 3
-------------------- ------- --------------- --------------- ---------------
Saturation Flow Module.
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.95 0.95 0.95 0.95 0.94 0.94 0.92 1.00 0.85 0.92 0.92 0.92
Lanes: 1.00 1.99 0.01 1.00 1.87 0.13 2.00 0.00 1.00 0.33 0.17 0.50
Final Sat.: 1805 3603 7 1605 3351 226 3502 0 1615 581 291 372
------------ I--------------- --------------- --------------- ---------------
Capacity Analysis Module:
Vol /Sat: 0.02 0.45 0.45 0.00 0.60 0.60 0.04 0.00 0.03 0.00 0.00 0.00
Crit Moves. * * **
Green /Cycle: 0.05 0.61 0.61 0.07 0.63 0.63 0.14 0.00 0.14 0.05 0.05 0.05
Volume /Cap: 0.36 0.75 0.75 0.01 0.97 0.97 0.30 0.00 0.19 0.07 0.07 0.07
Delay /Veh: 57.6 18.3 18.3 52.3 33.6 33.6 46.5 0.0 45.8 54.7 54.7 54.7
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel /Veh: 57.6 18.3 18.3 52.3 33.6 33.6 46.5 0.0 45.8 54.7 54.7 54.7
LOS by Move: E B B D C C D A D D D D
HCM2kAVgQ: 2 23 23 0 46 46 3 0 1 0 0 0
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -26A
PM Existing Plus Project (MWed Apr 24, 2013 14:42:17 Page 5 -1
PM Existing Plus Project Conditions [Caltransl (Mitigation)
2.13.3368.1 Main 6 PCH Mixed -Use Center, Seal Beach
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection k2 Main Street at PCH
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.723
Loss Time (sec): 12 Average Delay (sec /veh): 27.1
Optimal Cycle: 67 Level Of Service: C
Street Name: Main Street PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I--------------- II--------------- II_-------------- II---------- - - - - -I
Control: Permitted Permitted Protected Protected
Rights: Include Ovl Include Include
Min. Green: 24 24 24 28 28 26 6 21 21 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4 -0 4.0 4.0
Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ --------------- II--------------- il-------- ----- -- II---------- - - - - -
i
Volume Module:
Base Vol: 99 61 63 19 73 158 222 1743 98 110 1398 14
Growth Adj: 1.CO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.O3 1.00 1.00
Initial Bse: 99 61 63 19 73 158 222 1743 98 110 1393 14
Added Vol: 0 G 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 C 0 0 0 0 0 0 C 0 0 0
Initial Put: 99 61 63 19 73 158 222 1743 98 110 1398 14
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 104 64 66 20 77 166 234 1835 103 116 1472 15
Reduct Vol: 0 C 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 104 64 66 20 77 166 234 1835 103 116 1472 15
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 104 64 66 20 77 166 234 1835 103 116 1472 15
------------ I------------- -- II - - - - -- --------------- II---------- - - - - -I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.70 0.92 0.92 0.57 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 1.00 0.49 0.51 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.98 0.02
Final Sat.: 1326 864 692 1083 1900 1615 1805 3610 1615 1805 3571 36
------------ I --------------- II--------------- II--------------- II-- -------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.08 0.07 0.07 0.02 0.04 0.10 0.13 0 -51 0.06 0.06 0.41 0.41
Crit Moves: * * ** * * ** * # #*
Green /Cycle: 0.20 0.20 0.20 0.20 0.20 0.37 0 -17 0.62 0.62 0.08 0.53 0.53
Volume /Cap: 0.39 0.37 0.37 0.09 0.20 0.28 0.77 0.82 0.10 0.82 0.77 0.77
Delay /Veh: 42.6 42.2 42.2 39.3 40.3 27.0 59 -5 19.9 9.2 84 -1 24.3 24.3
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 -00 1.00
Adj Del /Veh: 42 -6 42.2 42.2 39.3 40.3 27.0 59.5 19.9 9.2 84.1 24.3 24.3
LOS by Move: D D D D D C E B A C C
HCM2kAvgQ: 4 4 4 1 2 4 10 29 2 6 24 24
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -26 B
LiNscou, LAW 8 GRENSPAN, engi!70 5
APPENDIX D -V
CUMULATIVE TRAFFIC CONDITIONS
LLG Ref. 2 -13- 3368 -1
Main & PCH Mixed -Use Center, Seal Beach
AM Cum Thu Apr 18, 2013 16:35:40 Page 4 -1
AM Cum Conditions [Caltrans]
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
-- ------ - - - - -- -- --------- ------- -------- - ----- ---
Level. Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection tl PCH at 1st Street
Cycle (sec): 120 Critical Vol. /Cao.(X): 0.639
Loss Time (sec): 16 Average Delay (sec /veh): 32.4
Optimal Cycle: 73 Level Of Service. C
Street Name: PCH 1st Street
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II---------_----- II_-------------- II---------- -- - - -
I
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 6 14 14 6 17 17 17 17 17 17 17 17
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 2 0 0 1 0 0 0 11 0 0
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 14 1658 6 4 1508 55 211 0 52 1 0 3
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.O0 1.00 1.00 1.00 1.00
Initial Bse: 14 1658 6 4 1508 55 211 C 52 1 0 3
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 14 1658 6 4 1508 55 211 0 52 1 0 3
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 15 1745 6 4 1587 58 222 0 55 1 0 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 15 1745 6 4 1587 58 222 0 55 1 0 3
PCE Adj: 1_00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.03 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVOlume: 15 1745 6 4 1587 58 222 0 55 1 0 3
------------ I--------------- II--------------- II -- ----------- -- II ---------- - - - - - I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.95 0.95 0.95 0.95 0.95 0.95 0.92 1.00 0.85 0.89 1.00 0.89
Lanes: 1.00 1.99 0.01 1.00 1.93 0.07 2.00 0.00 1.00 0.25 0.00 0.75
Final Sat.: 1805 3593 13 1805 3466 126 3502 0 1615 422 0 1266
------------ I -- - - - - -- ------ II--------------- 11---- ------- ---- II---------- - - - - -I
Capacity Analysis Module:
Vol /Sat: 0.01 n.49 0.49 0.00 0.46 0.46 0.06 0.00 0.03 0.00 0.00 0.00
Crit Moves: + + ## ** #* * * #* * +#.
Green /Cycle: 0.06 0.53 0.53 0.05 0.53 0.53 0.14 0.00 0.14 0.14 0.00 0.14
Volume /Cap: 0.14 0.91 0.91 0.05 0.87 0.87 0.45 0.00 0.24 0.02 0.00 0.02
Delay /Veh: 54.4 32.4 32.4 54.5 29.6 29.6 47.E 0.0 46.3 44.3 0.0 44.3
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
.Adj Del /Veh: 54.4 32.4 32.4 54.5 29.6 29.6 47.6 0.0 46.3 44.3 0.0 44.3
LOS by Move: D C C D C C D A D D A D
HCM2;<AvgQ: 1 34 34 0 30 30 4 0 2 0 0 0
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -27
AM Cum Thu Apr 1B, 2013 16:35:40 Page 5 -1
AM Cum Conditions [Caltransj
2.13.3368.1 Main s PCH Mixed -Use Center, Seal Beach
--- ----
Level. Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection k2 Main Street at PCH
********+##*#* x###*#*## k**+{##* kk#***+** # *k ** }i{ * * * *k * * *# *i+ { * # * * #4f # +k
Cycle (sec): 1.20 Critical Vol. /Cap.(Y): 0.583
Loss Time (sec): 12 Average Delay (sec /veh): 19.5
Optimal Cycle: 67 Level Of Service: S
Street Name: Main Street PCH
Approach: North Bound South Bound East Bound West Sound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II--------------- II--------------- II---------------
I
Control: Permitted Permitted Protected Protected
Rights: Include OVI Include Include
Min. Green: 24 24 24 28 28 28 6 21 21 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
--------------------------- II--------------- II--------------- 11---------- - - - - -I
Volume Module:
Base Vol: 45 42 52 5 52 107 98 1410 49 28 1478 6
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 45 42 52 5 52 107 98 1410 49 23 1478 6
Added Vol: 0 0 0 0 0 0 0 0 0 D 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 45 42 52 5 52 107 98 1410 49 28 1478 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.93 0.95 0.95
PHF Volume: 97 44 55 1 55 113 103 1484 52 29 1556 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 47 44 55 5 55 113 103 1484 52 29 1556 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Final Volume: 47 44 55 5 55 113 103 1484 52 29 1556 6
------------ --------------- --------------- --------------- H --------------- I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.72 1.00 0.85 0.73 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.99 0.01
Final Sat.: 1374 1900 1615 1391 1900 1615 1805 3610 1615 1805 3592 15
------------ I--------------- II--------------- II--------------- 11---------- - - - --I
Capacity Analysis Module:
Vol /Sat: 0.03 0.02 0.03 0.00 0.03 0.07 0.06 0.41 0.03 0.02 0.43 0.43
Crit Moves: * * ** * * ** * * *#
Green /Cycle: 0.20 0.20 0.20 0.20 0.20 0.28 0.08 0.62 0.62 0.08 0.62 0.62
Volume /Cap: 0.17 0.12 0.17 0.02 0.14 0.25 0.70 0.66 0.05 0.22 0.70 0.70
Delay /Veh: 40.1 39.5 40.0 38.6 39.7 33.6 67.7 15.1 8.8 52.9 16.4 16.4
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 40.1 39.5 40.0 38.6 39.7 33.6 67.7 15.1 8.8 52.9 16.4 16.4
LOS by Move: D D D D D C E B A D B B
HCM2]_AvcQ: 2 1 2 0 2 3 5 18 1 1 21 21
Note: Queue reported is the number of cars per lane
Trartix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -28
AM Cum Thu Apr 18, 2013 16:35:40 Page 6 -1
AM Cum Conditions [Caltrans]
2.13.3368.1 Main 3 PCH Mixed -Use Center, Seal Beach
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection 43 12th Street at Pacific Coast Highway
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.638
Loss Time (sec): 12 Average Delay (sec /veh): 17.9
Optimal Cycle: 63 Level Of Service: B
Street Name: T2th Street Pacific Coast Highway
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Control: Permitted Permitted Protected ?rotected
Rights: Include Include Include Include
Mir.. Green: 24 24 24 24 24 24 6 14 14 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 1 0 1 0 1 1 0 2 n 1 1 0 1 1 0
-{--------------- II--------------- II----- ------- --- II---------- - - - - -
I
Volume Module:
Base Vol: 69 61 33 37 40 35 36 1502 26 28 1513 6
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 69 61 33 37 40 35 36 1502 26 23 1513 6
Added Vol: 0 0 0 0 0 0 0 0 0 D 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 69 61 33 37 40 35 36 1502 26 28 1513 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.93 0.95 6.95
PHF Volume: 73 64 35 39 42 37 38 1581 27 29 1593 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 D 0 0
Reduced Vol: 73 64 35 39 42 37 38 1581 27 29 1593 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00
Finalvolume: 73 64 35 39 42 37 38 1581 27 29 1593 6
------------ --------------- II----- ---------- II---- -------- - - -II- -- - -- - -I
Saturation Flow Module:
Sat /Lane: 1900 . 1900 1900 . 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.82 0.82 0.82 0.80 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 0.43 0.37 0.20 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.99 0.01
Final Sat.: 662 585 317 1524 1_900 1615 1805 3610 1615 1603 3592 14
------------ I --------------- --------------- --------------- ---------------
Capacity Analysis Module:
Vol. /Sat: 0.1.1 0.11 0.11 0.03 D.02 0.02 0.02 0.44 0.02 0.02 0.44 0.44
Cr.it Moves: *+ #+ # # ## + * *+
Green /Cycle: 0.20 0.20 0.20 0.20 0.20 0.20 0.05 0.63 0.63 0.07 0.65 0.65
Volume /Cap: 0.55 0.55 0.55 0.13 0.11 0.11 0.42 0.70 0.03 0.23 0.68 0.68
Delay /Veh: 45.2 45.2 45.2 39.6 39.4 39.5 58.4 15.7 8.4 53.3 14.0 14.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 45.2 45.2 45.2 39.6 39.4 39.5 58.4 15.7 8.4 53 -3 14.0 14.0
LOS by Move: D D D D D D E B A D B B
HCM2kAvgQ: 6 6 6 1 1 1 2 21 0 1 20 20
Note: Queue reported is the number of cars per lane.
Traffix 6.0.0715 (c1 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -29
AM Cum Thu Apr 16, 2013 16:35:40 Page 7 -1
AM Cum Conditions [Caltrans]
2.13.3368.1 Main S PCH Mixed -Use Center, Seal Beach
----- ----- --- ---- -- ---------------------------------------------
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection #4 Seal Beach Blvd at PCH
*# k**++*****#*+*}+****+*******#;*#*******#**+**** * # * *+ * ** * * + *k * * ** # *k * * * * # # #} ♦ }k
Cycle (sec): 120 Critical Vol.. /Cap.(X): 0.777
Loss Time (sec): 16 Averace Delay (sec /veh): 35.8
Optimal Cycle: 87 Level Of Service: D
*#* k**** 1}#}+*##+*++ k#***#+ k+#*#++}#;*i**** k*#;++ }+ * * * * ** # * *
Street Name: Seal Beach Blvd PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
_----------- I --------------- il ----------_---- II --------------- II ---------- - - - - -
I
Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Ovl
Min. Green: 6 6 6 28 28 28 6 21 21 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: i 0 1 1 0 2 0 1 0 1 1 0 2 0 1 1 0 2 0 1
------------ I --------------- II--------------- II--------------- II----- ----- - - - - -
I
Volume Module:
Base Vol: 11 i50 81 374 98 188 131 1394 14 11 1418 406
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 150 81 374 98 188 131 1394 14 11 1418 406
Added Vol: 0 0 0 0 0 0 0 0 0 D 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 11 150 81 374 98 188 131 1394 14 11 1418 406
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.93 0.95 0.95
PHF Volume: 12 158 85 394 103 198 138 1467 15 12 1493 427
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 12 158 85 394 103 196 138 1467 15 12 1493 427
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1_00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 12 158 85 394 103 198 138 1467 15 12 1493 427
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1907 1900 1900
Adjustment: 0.95 0.90 0.90 0.92 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.85
Lanes: 1.00 1.30 0.70 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00
Final Sat.: 1805 2220 1199 3502 1900 1615 1605 3610 1615 1805 3610 1615
------------ I --------------- II-------- ---- - - -II--------------- ---------------
Capacity Analysis Module:
Vol /Sat: 0.01 0.07 0.07 0.11 0.05 0.12 0.08 0.41 0.01 0.01 0.41 0.26
Crit Moves:
Green /Cycle: 0.08 0.08 0.08 0.23 0.23 0.23 0.09 0.49 0.49 0.06 0.47 0.70
Volume /Cap: 0.08 0.89 0.89 0.48 0.23 0.53 0.89 0.83 0.02 0.11 0.89 0.38
Delay /Veh: 51.3 61.8 81.8 40.2 37.6 41.6 95.1 29.4 15.6 53.7 35.1 7.5
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 51.3 81.8 81.8 40.2 37.6 41.6 95.1 29.4 15.6 53.7 35.1 7.5
LOS by Move: D F F D D D F C B D D A
HCM2kAvgQ: 0 7 7 7 3 7 8 26 0 0 29 6
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -30
PM Cum 'Phu Apr 18, 2013 16:35:56 Page 4 -1
PM Cum Conditions (Caltrans]
2.13.3368.1 Main 5 PCH Mixed -Use Center, Seal Beach
--
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection $1 PCH at 1st Street
Cvcle (sec): 120 Critical Vol. /Cap.(X): 0.810
Loss Time (sec): 16 Average Delay (sec /veh): 76.4
Optimal Cycle: 95 Level Of Service: E
Street Name: PCH 1st Stree_
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I--------------- II--------------- II --------------- II---------------
I
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 6 14 14 6 17 17 17 17 17 17 17 17
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 2 0 0 1 0 0 0 1! 0 0
------------ --------------- II--------------- II--------------- II---------- -- - - -
I
Volume Module:
Base Vol: 39 1597 3 1 1977 154 158 0 42 2 1 3
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 39 1597 3 1 1977 154 158 0 42 2 1 3
Added Vol: 0 0 0 0 0 0 0 0 0 3 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 D 0 0
Initial Fut: 39 1597 3 1 1977 154 158 0 42 2 1 3
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.03 1.00 1.00
FHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
FHF Volume: 41 1681 3 1 2081 162 166 0 44 2 1 3
R.educt Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 41 1681 3 1 2081 162 166 0 44 2 1 3
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1_00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00
FinalVolume: 41 1681 3 1 2081 162 166 0 44 Z 1 3
------------ --------------- II --------------- II --------------- II ---------- - - - - - I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.95 0.95 0.95 0.95 0.94 0.94 0.92 1.00 0.85 0.92 0.92 0.92
Lanes: 1.00 1.99 0.01 1.00 I.B6 0.14 2.00 0.00 1.00 0.33 0.17 0.50
Final Sat.: 1805 3603 7 1805 3312 258 3502 0 1615 581 291 B72
------------ I --------------- II--------------- II------------ -- -ll--- ------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.02 0.47 0.47 0.00 0.63 0.63 0.05 0.00 0 -03 0.00 0.00 0.00
Crit Moves: * * ** * * ** # * +# { * #+
Green /Cycle: 0.05 0.53 0.53 0.06 0.53 0.53 0.14 0.00 0.14 0.14 0.14 0.14
Volume /Cap: 0.45 0.89 0.89 0.01 1.18 1.18 0.34 0.00 0.19 0.03 0.03 0.03
Delay /Veh: 59.0 30.6 30.6 53.5 114 113.9 46.8 0.0 45.9 44.4 44.4 44.4
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 59.0 30.6 30.6 53.5 114 113.9 46.8 0.0 45.9 44.4 44.4 44.4
LOS by Move: E C C D F _ 1 D A D D D D
HCM2kAvgQ: 2 32 32 0 67 67 3 0 2 0 0 0
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2006 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -3l
Phi Cum Thu Apr 18, 2013 16:35:56 Page 5 -1
PM Cum Conditions [Caltrans]
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
--------------------------------------------------------------------------------
Level Of Service Computation Report
2000 ACM Operations Method (Future Volume Alternative)
Int=rsection #2 Main Street at PCH
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.740
Loss Time (sec): 12 Average Delay (sec /veh): 27.7
Optimal Cycle: 68 Level Of Service: C
Street Name: Main Street PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- il --------------- II --------------- II ---------------
I
Control: Permitted Permitted Protected Protected
Rights: Include Ovl Include Include
Min. Green: 24 24 24 28 28 28 6 21 21 6 21 21
Y -R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 103 63 66 16 75 168 233 1795 102 103 1437 14
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 103 63 66 16 75 168 233 1795 102 7.03 1437 14
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Put: 103 63 66 16 75 168 233 1795 102 103 1437 14
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 108 066 69 17 79 177 245 1889 107 108 1513 15
Reduce Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 106 66 69 17 79 177 245 1889 107 108 1513 15
PCE Adj: 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.OD 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 108 66 69 17 79 177 245 1889 107 108 1513 15
------------ --------------- II--------------- II--------------- II- --------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.69 1.00 0.85 0.72 1.00 0.65 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.98 0.02
Final Sat.: 1317 1900 1615 1359 1900 1615 1805 3610 1615 1805 3572 35
------------ I --------------- II--------------- II----- -- -------- II--- ------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.08 0.03 0.04 0.01 0.04 0.11 0.14 0.52 0.07 0.06 0.42 0.42
Crit Moves: } +k+ * * *+ # ***
Green /Cycle: 0.20 0.20 0.20 0.20 0.20 0.37 0.17 0.63 0.63 0.07 0.53 0.53
Volume /Cap: 0.41 0.17 0.22 0.06 0.21 0.30 0.80 0.83 0.11 0.83 0.80 0.80
Delay /Veh: 42.9 40.0 40.5 39.0 40.3 27.0 61.6 20.2 8.9 89.7 25.5 25.5
User DelA.dj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 42.9 40.0 40.5 39.0 40.3 27.0 61.6 20.2 8.9 89.7 25.5 25.5
LOS by Move: D D D D D C E C A F C C
HCM2kA.vgQ: 4 2 2 1 2 5 11 30 2 6 25 25
Note: Queue reported is the number of cars per lane.
Traffic 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -32
PM Cum Thu Apr 18, 2013 16:35:56 Page 6 -1
PM Cum Conditions [Caltrans)
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
--------------------------------------------------------------------------------
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
intersection #3 i2th Street at Pacific Coast Highway
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.765
Loss Time (sec): 12 Average Delay (sec /veh): 21.1
Optimal Cycle: 73 Level Of Service: C
Street Name: 12th Street Pacific Coast Highway
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - P. L - T - R L - T - R L - T - R
------------ --------------- II --------------- II --------------- II---------------
I
Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 24 24 24 24 2.4 24 6 14 14 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------- ----- I--------------- II - --- --- II--------------- II---------- - -- - -I
Volume Module:
Base Vol: 68 52 39 60 66 24 68 1907 64 39 1525 18
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 68 52 39 60 66 24 68 1907 64 39 1525 16
Added Vol: 0 0 0 D 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 C 0 D
Initial Fut: 68 52 39 60 66 24 68 1907 64 39 1525 18
User Ad-j: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 72 55 41 63 69 25 72 2007 67 41 1605 19
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 72 55 41 63 69 25 72 2007 67 41 1605 19
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 72 55 41 63 69 25 72 2007 67 41 1605 19
------------ --------------- ll--------------- II----------- ---- II-- -------- - -- - -
I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1.900
Adjustment: 0.81 0.81 0.81 0.80 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 0.43 0.33 0.24 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.98 0.02
Final Sat.: 655 501 375 1518 1900 1615 1805 3610 1615 1805 3561 42
------------ I --------------- II--------------- II----------- -- -- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.11 0.11 0.11 0.04 0.04 0.02 0.04 0.56 0.04 0.02 0.45 0.45
Crit Moves: * * #* * * *+ * * #*
Green /Cycle: 0.20 0.20 0.20 0.20 0.20 0.20 0.07 0.65 0.65 0.05 0.63 0.63
Volume /Cap: 0.55 0.55 0.55 0.21 0.18 0.08 0.57 0.86 0.06 0.45 0.72 0.72
Delay /Veh: 45.2 45.2 45.2 40.4 40.1 39.1 60.0 19.9 7.7 59.0 16.1 16.1
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel /Veh: 45.2 45.2 45.2 40.4 40.1 39.1 60.0 19.9 7.7 59.0 16 -1 16.1
LOS by Move: D D D D D D E B A E B B
HCM2kAvgQ: 6 6 6 2 2 1 3 33 1 2 22 22
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -33
PM Cum Thu Apr 18, 2013 16:35:56 Pace 7 -1
PM Cum Conditions [Caltrans]
2.13.3368.1 Main 5 PCH Mired -Use Center, Seal Beach
--------- ----- --- --- - - ---- --- -- -----------------------------
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection 44 Seal Beach Blvd at PCH
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.822
Loss Time (sec): 16 Average Delay (sec /veh): 42.7
Optimal Cycle: 99 Level Of Service: D
Street Name: Seal Beach Blvd PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II---------------
I
Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Ovl
Min. Green: 6 6 6 28 28 28 6 21 27. 6 21 21
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 2 0 1 0 1 1 0 2 0 1 1 0 2 0 1
------------ I --------- ------ II--- - - - - -- ----- II--------------- II---------- - - - - -I
Volume Module:
Base Vol: 11 136 91. 410 164 257 201 1626 38 77 1290 273
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 136 91 410 164 257 201 1626 38 77 1290 273
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 O 0 0 0 0 0 0 0 0 0 0
Initial Fut: 11 136 91 410 164 257 201 1626 38 77 1290 273
User Adj: 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume; 12 143 96 432 173 271 212 1712 40 81 1358 287
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 12 143 96 432 173 271 212 1712 40 81 1358 287
PCE Adj: 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF A.dj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 12 143 96 432 173 271 212 1712 40 81 1358 267
------------ --------------- II--------------- II-------------- II- --------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.95 0.89 0.89 0.92 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.85
Lanes: 1..00 1.20 0.80 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00
Final Sat.: 1805 2033 1360 3502 1900 1615 1805 3610 1615 1805 3610 1615
------------ I ---------------II---------------II--------------II-----
Capacity Analysis Module:
Vol /Sat: 0.01 0.07 0.07 0.12 0.09 0.17 0.12 0.47 0.02 0.04 0.38 0.18
Grit Moves: + + ** *r ++ # # ** * + +*
Green /Cycle: 0.08 0.08 0.08 0.23 0.23 0.23 0.13 0.51 0.51 0.05 0.43 0.66
Volume /Cap: 0.09 0.93 0.93 0.53 0.39 0.72 0.8B 0.93 0.05 0.90 0.88 0.27
Delay /Veh: 51.9 93.7 93.7 40.9 39.4 48.9 80.9 37.0 14.9 119.0 38.3 8.6
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00
Adj Del /Veh: 51.9 93.7 93.7 40.9 39.4 48.9 80.9 37.0 14.9 119.0 38.3 8.6
LOS by Mote: D F D D D F D B F D A
HCM2k.AvgQ: 0 8 8 8 5 10 11 35 1 5 27 4
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -34
APPENDIX D -VI
CUMULATIVE PLUS GAS STATION
TRAFFIC CONDITIONS
Lwscm. Law& GREENSPAN. engineers LLG Ref. 2 -13 -3368.1
Main & PCH Mixed -Use Center, Seal Beach
it Ytan I {", Mi b.ue:;:,.1 , -,("1- { " :f,
AM Cum Plus Gas Station Mon Apr 29, 2013 15:03:05 Paqe 4 -1
AM Cum Plus Gas Station Conditions [Caltrans]
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
-- ------ ------ -------- ----------- --- --- -- -- - - -- --
Level Of service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection 41 PCH at 1st Street
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.640
Loss Time (sec): 16 Average Delav (sec /veh): 32.5
Optimal Cycle: 73 Level Of Service: C
Street Name: PCH 1st Stree-
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II--------------- II
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 6 14 14 6 17 17 17 17 17 17 1.7 17
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 - 1 0 1 1 0 2 0 0 1 0 0 0 11 0 0
------------ I ---------------II---------------II---------------II-----
Volume Module:
Base Vol: 14 1660 6 4 1510 55 211 0 52 1 0 3
Growth Adj: 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 14 1660 6 4 1510 55 211 0 52 1 0 3
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 14 1660 6 4 1510 55 211 0 52 1 0 3
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF volume: 15 1747 6 4 1589 58 222 0 55 1 0 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 15 1747 6 4 1589 58 222 0 55 1 0 3
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 i.00 1.00 i.00 i.00 1.00 1.00 1.00
FinalVolume: 15 1747 6 4 15B9 58 222 0 55 1 0 3
----- ------- ------- -- --- - --II- --II---------------II----
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.95 0.95 0.95 0.95 0.95 0.95 0.92 1.00 0.85 0.89 1.00 0.89
Lanes: 1.00 1.99 0.01 1.00 1.93 0.07 2.00 0.00 1.00 0.25 0.00 0.75
Final Sat.: 1805 3593 13 1805 3466 126 3502 0 1615 422 0 1266
---- ------ -- ------ -- --- - - - -II --------fl---------------II-
Capacity Analysis Module:
Vol /Sat: 0.01 0.49 0.49 0.00 0.46 0.46 0.06 0.00 0.03 0.00 0.00 0.00
Grit Moves: *+ ** # * ** * # ** * *x4
Green /Cycle: 0.06 0.53 0.53 0.05 0.53 0.53 0.14 0.00 0.14 0.14 0.00 0.14
Volume /Cap: 0.14 0.91 0.91 0.05 0.67 0.87 0.45 0.00 0.24 0.02 0.00 0.02
Delay /Veh: 54.4 32.5 32.5 54.5 29.7 29.7 47.8 0.0 46.3 44.3 0.0 44.3
User Del Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 54.4 32.5 32.5 54.5 2.9.7 29.1 47.8 0.0 46.3 44.3 0.0 44.3
LOS by Move: D C C D C C D A D D A D
HCM2kAvgQ: 1 34 34 0 30 30 4 0 2 0 0 0
Note: Queue reported is the number of cars per lane.
Trafiix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -3 5
AM Cum Plus Gas Station Mon Apr 29, 2013 15:08:05 Page 5 -1
AM Cum Plus Gas Station Conditions [Caltrans]
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
--------------------------------------------------
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection N2 Main Street at PCH
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.592
Loss Time (sec): 12 Average Delay (sec /veh): 19.6
Optimal Cycle: 57 Level Of Service: B
Street Name: Main Street PCH
.Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R - T - R L - T - R L - T - R
------------ --------------- II-'--____------_ 11 --------------- II ---------------
I
Control: Permitted Permitted Protected Protected
Rights: Include Ovl Include Include
Min. Green: 24 24 24 28 28 2B 6 21 21 6 21 21
Y -R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ --------------- II--------------- II--- ------- ----- II------- -- - - ----
I
Volume Module:
Base Vol: 59 45 52 8 52 107 98 1396 69 40 1470 6
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 59 45 52 8 52 107 98 1396 69 40 1470 6
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByvol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Put: 59 45 52 8 52 107 98 1396 69 40 1470 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 62 47 55 8 55 113 103 1469 73 42 1547 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 62 47 55 8 55 113 103 1469 73 42 1547 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 62 47 55 8 55 113 103 1469 73 42 1547 6
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.72 1.00 0.85 0.73 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.99 0.01
Final Sat.: 1374 1900 1615 1387 1900 1615 1805 3610 1615 1805 3592 15
------------ I --------------- II--------------- II--------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.05 0.02 0.03 0.01 0.03 0.07 C.06 0.41 0.04 0.02 0.43 0.43
Crit Moves: * { }* * * ** * + *}
Green /Cycle: 0.20 0.20 0.20 0.20 0.20 0.28 0.08 0.62 0.62 0.08 0.62 0.62
Volume /Cap: 0.23 0.12 0.17 0.03 0.14 0.25 0.70 0.65 0.07 0.30 0.70 0.70
Delay /Veh: 40.6 39.5 40.0 38.7 39.7 33.5 6.7.3 15.0 8.9 53.6 166.4 16.4
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 40.6 39.5 40.0 38.7 39.7 33.5 67.3 15.0 8.9 53.6 16.4 16.4
LOS by Move: D D D D D C E B A D B R
HCM2kAvg2: 2 1 2 0 2 3 5 1B 1 2 20 20
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -36
AM Cum Plus Gas Station Mon Apr 29, 2013 15:06:05 Page 6 -1
AM Cum Plus Gas Station Conditions (Caltransl
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
------------------------------
Leve.l. Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection N3 12th Street at Pacific Coast Highway
**#*}+*****#*#***#*#********#**+#*+#**#****+}**** * * * ## * *#*++*#* * * * **+** # + # *# # * **
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.639
Loss Time (sec): 1.2 Average Delay (sec /veh): i7.9
Optimal Cycle: 63 Level Of Service: B
Street Name: 12th Street Pacific Coast Highway
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
_--_ II --------------- II --------------- II---------- - - - - -
I
Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 24 24 24 24 24 24 6 14 14 6 21 21
y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ I --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 69 61 33 37 40 35 36 1506 26 28 1517 6
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 69 61 33 37 40 35 36 1506 26 28 1517 6
Added Vol: 0 0 0 0 0 0 0 0 0 C 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Put: 69 61 33 37 40 35 36 1506 26 28 1517 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 73 64 35 39 42 37 38 1585 27 29 1597 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 73 664 35 39 42 37 38 1.585 27 29 1597 6
PCE Adj: i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 73 664 35 39 42 37 38 1585 27 29 1597 6
------------ I--------------- II--------------- II--------------- II-------- -- - - - - -
I
Saturation Flow Module:
.Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.82 0.82 0.82 0.80 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 0.43 0.37 0.20 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.99 0.01
Final Sat.: 662 585 317 1524 1900 1615 1805 3610 1615 1805 3592 14
---- I --------------- II--------------- il--------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.11 0.11. 0.11 0.03 0.02 0.02 0.02 0.44 0.02 0.02 0.44 0.44
Crit Moves: # + ## +_ +# * * ++
Green /Cycle: 0.20 0.20 0.20 0.20 0.20 0.20 0.05 0.63 0.63 0.07 0.65 0.65
Volume /Cap: 0.55 0.55 0.55 0.13 0.11 0.11 0.42 0.70 0.03 0.23 0.68 0.68
Delay /V--h: 45.2 45.2 45.2 39.66 39.4 39.5 58.4 15.8 8.4 53.5 14.1 14.1
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00
Adj Del /Veh: 45.2 45.2 45.2 39.6 39.4 39.5 58.4 15.8 8.4 53.5 14.1 14.1
LOS by Move: D D D D D D F B A D B B
HCM2kAvgQ: 6 6 6 1 1 1 2 21 0 1 20 20
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -37
AM Cum Plus Gas Station Mon Apr 29, 2013 15:OB:05 Pace 7 -1
AM Cum Plus Gas Station Conditions [Caltrans]
2.13.3368.1 Main S PCH Mixed -Use Center, Seal Beach
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection #4 Seal Beach Blvd at PCH
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.778
Loss Time (sec): 16 Average Delay (sec /veh): 35.8
Optimal Cycle: 87 Level Of Service: D
Street Name: Seal Beach Blvd PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II--------------- II--------------- II---------------
I
Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Ovl
Mi.n. Green: 6 6 6 28 28 28 6 21 21 6 21. 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.3 4.0 4.0
Lanes: 1 0 1 1 0 2 0 1 0 1 1 0 2 0 1 1 0 2 0 1
- --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 11 150 81. 374 98 188 131 1396 14 11 1420 406
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.03 1.00 1.00
Initial Bse: 11 150 81 374 98 188 131 1396 14 11 1420 406
Added Vol: 0 0 0 0 0 0 0 0 0 3 0 0
PasserByVoi: 0 0 0 0 0 0 0 0 0 3 0 0
Initial Fut: 11 150 81 374 98 188 131 1396 14 11 1420 406
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.03 1..00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 12 156 85 394 103 i98 138 1469 15 12 1495 427
R.educt Vol: 0 0 0 0 0 0 0 0 0 3 0 0
Reduced Vol: 12 158 85 394 103 198 138 1469 15 12 1495 427
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 12 158 85 394 103 198 138 1469 15 12 1495 427
----- --------------- II--------------- II----------- - - --II
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.95 0.90 0.90 0.92 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.85
Lanes: 1.00 1.30 0.70 2.00 1.00 1.00 1.00 2.00 1.00 1.0D 2.00 1.00
Final Sat.: 1605 2220 1199 3502 1900 1615 1805 3610 1615 1805 3610 1615
------------ I --------------- II--------------- II--------------- II------- --- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.01 0.07 0.07 0.11 0.05 0.12 0.08 0.41 0.01 0.01 0.41 0.26
Crit Moves: * + ** ++++ +# #* + + ++
Green /Cycle: 0.08 0.08 0.08 0.23 0.23 0.23 0.09 0.49 0.49 0.06 0.47 0.70
Volume /Cap: 0.08 0.89 0.89 0.48 0.23 0.53 0.89 0.63 0.02 0.11 0.89 0.38
Delay /Veh: 51.3 82.0 82.0 40.2 37.6 41.6 95.3 29.4 15.6 53.7 35.2 7.5
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.09 1.00
Adi Del /Veh: 51.3 82.0 82.0 40.2 37.6 41.6 95.3 29.4 15.6 53.7 35.2 7.5
LOS by Move: D F F D D D F C B D D A
HCM2kAvgQ: 0 7 7 7 3 7 8 26 0 0 29 6
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -38
PM Cun Plus Gas Station Mon Apr 29, 2013 15:08:45 Page 4 -1
PM Cum Plus Gas Station Conditions [Caltrans]
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
--------------------------------------------------------------------------------
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection N1 PCH at 1st Street
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.811
Loss Time (sec): 16 Average Delay (sec /veh): 76.8
Optimal Cycle: 96 Level Of Service: E
Street Name: PCH 1st Street
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - 'I - R L - T - R L - T - R
------------ I--------------- II--------------- II--------------- 11 ---------------
I
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 6 14 14 6 17 17 17 17 17 i7 17 17
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 2 0 0 1 0 0 0 1! 0 0
------------ I--------------- II--------------- II---------- ----- II- -- ------- - - - - -
I
Volume Module:
Base Vol: 39 1600 3 1 1980 154 7.58 0 42 2 1 3
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 39 1600 3 1 1980 154 158 0 42 2 1 3
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 39 1600 3 1 1980 154 158 0 42 2 1 3
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 41 1684 3 1 2084 162 166 0 44 2 1 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 41 1684 3 1 2084 162 166 0 44 2 1 3
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 41 1684 3 1 2084 162 166 0 44 2 i 3
--- ---- - - - - -I - --------------- II- -------------- II --------- - - - - - I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.95 0.95 0.95 0.95 0.94 0.94 0.92 1.00 0.85 0.92 0.92 0.92
Lanes: 1.00 1.99 0.01 1.00 1.86 0.14 2.00 0.00 1.00 0.33 0.17 0.50
Final Sat.: 1805 3603 7 1805 3313 258 3502 0 1615 581 291 872
------------ I --------------- II--------------- II--- ------------ II-- ------ -- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.02 0.47 0.47 0.00 0.63 0.63 0.05 0.00 0.03 0.00 0.00 0.00
Crit Moves: * # *}
Green /Cycle: 0.05 0.53 0.53 0.06 0.53 0.53 0.14 0.00 0.14 0.14 0.14 0.14
Volume /Cap: 0.45 0.89 0.89 0.01 1.18 1.18 0.34 0.00 0.19 0.03 0.03 0.03
Delay /Veh: 59.0 30.7 30.7 53.5 115 114.7 46.8 0.0 45.9 44.4 44.4 44.4
User De1Adj': 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _100 1.00
A.dj Del /Veh: 59.0 30.7 30.7 53.5 115 114.7 46.8 0.0 45.9 44.4 44.4 44.4
LOS by Move: E C C D F F D A D D D D
HCM2kAvgQ: 2 32 32 0 67 67 3 0 2 0 0 0
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -39
PM Cum Plus Gas Station Mon Apr 29, 2013 15:08:45 Page 5 -1
PM Cum Plus Gas Station Conditions (Caltrans]
2.13.3368.1 Main r, PCH Mixed -Use Center, Seal Beach
---------- --- ----- ---- -- --- -- - - - - --
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection #2 Main Street at PCH
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.767.
Loss Time (sec): 12 Average Delay (sec /veh): 28.3
Optimal Cycle: 72 Level Of Service: C
Street Name: Main Street PCH
Approach: North Bound South Bound East Bound Nest Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II--------------- II --------------- II---------------
I
Control: Permitted Permitted Protected Protected
Rights: Include Ovi Include Include
Min. Green: 24 24 24 26 28 28 6 21 21 6 21 21
y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ --------------- II-------------- -II --------------- ---------------
Volume Module:
Base Vol: 120 68 66 21 75 168 233 1788 119 116 1430 14
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 120 68 66 21 75 168 233 1788 119 116 1430 14
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 120 68 66 21 75 168 233 1788 119 116 1430 14
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7..00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.9,5 0.95 0.95 0.95 0.95 0.95
PHF Volume: 126 72 69 22 79 177 245 1882 125 122 1505 15
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 126 72 69 22 79 177 245 1682 125 122 1505 15
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00
FinalVolume: 126 72 69 22 79 177 245 1882 125 122 1505 15
-- --------------- II--------------- II---------- -- --- II---------- - - - - -
I
Saturation, Flow Module:
Sat /Lane: 7.900 1900 1900 1900 1900 1900 1900 1500 1900 1900 1900 1900
Adjustment: 0.69 1.00 0.85 0.71 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.98 0.02
Final Sat.: 1317 1900 1615 1349 1900 1615 1805 3610 1615 1805 3571 35
--- I --------------- II--------------- II--------------- II---------- - - - - -
i
Capacity Analysis Module:
Vol /Sat: 0.10 0.04 0.04 0.02 0.04 0.11 0.14 0.52 0.08 0.07 0.42 0.42
Crit Moves: *+ #} * * #* # ***
Green /Cycle: 0.20 0.20 0.20 0.20 0.20 0.37 0.17 0.62 0.62 0.09 0.53 0.53
Volume /Cap: 0.48 0.19 0.22 0.08 0.21 0.30 0.80 0.84 0.13 0.84 0.80 0.80
Delay /Veh: 43.9 40.1 40.5 39.2 40.3 27.0 61.2 21.2 9.5 67.9 25.4 25.4
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.O3 1.00 1.00
Adj Del /Veh: 43.9 40.1 40.5 39.2 40.3 27.0 61.2 21.2 9.5 87.9 25.4 25.4
LOS by Move: D D D D D C E C A F C C
HCM2kAvgQ: 5 2 2 1 2 5 11 31 2 7 25 25
Note: Queue reported is the number of cars per lane.
Traffix 3.0.0715 (c) 2003 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -40
PM Cum Plus Gas Station Mon Apr 29, 2013 15:08:45 Page 6 -1
PM Cum Plus Gas Station Conditions (Caltrans]
2.13.3368.1 Main S PCH Mixed -Use Center, Seal Beach
--------------------------------------------------------------------------------
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection #3 12th Street at Pacific Coast Highway
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.767
Loss Time (sec): 12 Average Delay (sec /veh): 21.1
Optimal Cycle: 74 Level Of Service: C
Street Name: 12th Street Pacific Coast Highway
Approach: North Bound South Bound East Bound West Bound
Movement: L - '1' - F L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II__ -------------
I
Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 24 24 24 24 24 24 6 14 14 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ I --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol: 68 52 39 60 66 24 66 1913 64 39 1531 18
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 68 52 39 60 66 24 68 1913 64 39 1531 18
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 68 52 39 60 66 24 68 1913 64 39 1531 18
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 72 55 41 63 69 25 72 2014 67 Al 1612 19
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 72 55 41 63 69 25 72 2014 67 41 1612 19
PCE Adj: 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVOlume: 72 55 41 63 69 25 72 2014 67 41 1612 19
----------- --------------- II --------------- II--------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.81 0.81 0.81 0.80 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 0.43 0.33 0.24 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.98 0.02
Final Sat.: 655 501 375 1518 1900 1615 1805 3610 1615 1.805 3561 42
----------- - I - --- ---------- II--------------- II-------- ------- II---------- - - -- -I
Capacity Analysis Module:
Vol /Sat: 0.11 0.11 0.11 0.04 0.04 0.02 0.04 0.56 0.04 0.02 0.45 0.45
Crit Moves: * * ** +# ++ # *A'
Green /Cycle: 0.20 0.20 0.20 0.20 0.20 0.20 0.07 0.65 0.65 0.05 0.63 0.63
Volume /Cap: 0.55 0.55 0.55 0.21 0.18 0.08 0.57 0.86 0.06 0.45 0.72 0.72
Delay /Veh: 45.2 45.2 45.2 40.4 40.1 39.1 60.2 20.0 7.7 59.0 16.1 16.1
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 L00 1.00 1.00
Adj Del /Veh: 45.2 45.2 45.2 40.4 40.1 39.1 60.2 20.0 7.7 59.0 16.1 16.1
LOS by Move: D D D D D D E C A 7 B B
HCM2kAvgQ: 6 6 6 2 2 1 3 33 1 2 22 22
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -41
PM Cum Plus Gas Station Mon Apr 29, 2013 15:08:45 Page 7 -1
PM Cum Plus Gas Station Conditions [Caltrans]
2.13.3368.1 Main S PCH Mixed -Use Center, Seal Beach
---------------------------------------------------------------------- -- - - - - --
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection #4 Seal Beach Blvd at PCH
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.823
Loss Time (sec): 16 Average Delay (sec /veh): 42.9
Optimal Cycle: 99 Level Of Service: D
Street Name: Seal Beach Blvd PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II --------------- I
Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Ovl
Min. Green: 6 6 6 28 28 28 6 21 21 6 21 21
y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 2 0 1 0 1 1 0 2 0 1 1 0 2 0 1
------------ I --------------- II --------------- II --- ------------ II ---------- - - - - - I
Volume Module:
Base Vol: 11 136 91 410 164 257 201 1629 38 77 1293 273
Growth Adj: 1.00 1.00. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 136 91 410 164 257 201 1629 38 77 1293 273
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 11 136 91 410 164 257 201 1629 38 77 1293 273
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 12 143 96 432 173 271 212 1715 40 81 1361 287
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 12 143 96 432 173 271 212 1715 40 81 1361 287
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVOlume: 12 143 96 432 173 271 212 1715 40 81 1361 287
------------ --------------- II--------------- II----- --- ------- II---------- - - - --
I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.95 0.89 0.89 0.92 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.85
Lanes: 1.00 1.20 0.80 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00
Final Sat.: 1805 2033 1360 3502 1900 1615 1805 3610 1615 1805 3610 1615
------------ --------------- II--------------- II--------------- II---------- - - - - -
i
Capacity Analysis Module:
Vol /Sat: 0.01 0.07 0.01 0.12 0.09 0.17 0.12 0.47 0.02 0.04 0.38 0.18
Crit Moves: * **+ * * *' * * ++ } #**
Green /Cycle: 0.08 0.08 0.08 0.23 0.23 0.23 0.13 0.51 0.51 0.05 0.43 0.66
Volume /Cap: 0.09 0.93 0.93 0.53 0.39 0.72 0.89 0.93 0.05 0.90 0.89 0.27
Delay /Veh: 51.9 94.1 94.1 40.9 39.4 48.9 81.3 37.2 14.9 119.0 38.3 8.6
User De1Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 51.9 94.1 94.1 40.9 39.4 48.9 81.3 37.2 '14.9 1.19.0 38.3 8.6
LOS by Move: D F F D D D F D B F D A
HCM2kAvcQ: 0 8 8 8 5 10 11 36 1 5 27 4
x***#+*+#+***+}#**++**##*+*******#* ri******+* x* } * # } # *+ ** * #* + # * # * *# ***}}#*++ -4I FI *�
Note: Queue reported is the number of cars per lane
Traffir. 6.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D-42
L'NSC07, LAW 8 GREENSPAN. engineers
APPENDIX D -1/11
CUMULATIVE PLUS PROJECT
TRAFFIC CONDITIONS
LLG Ref. 2 -13- 3368 -1
Main & PCH Mixed -Use Center, Seal Beach
n =n - , f tu'' Pro It., 0 ", eon..., d n.� r.,:: -1. i1h,, -"
AM Cum Plus Project Fri Apr 19, 2013 10:30:07 Page 4 -1
AM Cum Plus Project Conditions [Caltrans]
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
____ _______ ___ ____ _________ ____ ________ _______ __ ______ _ ___
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection 41 PCH at 1st Street
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.642
Loss Time (sec): 16 Average Delay (sec /veh): 32.7
Optimal Cycle: 73 Level Of Service: C
Street Name: PCH 1st Stree=
Approach,: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II--------------- II --------------- II ---------- - - - - -
I
Control: Protected Protected Split Phase Split Phase
Rights: include Include Include Include
Min. Green: 6 14 14 6 17 17 17 17 17 17 17 17
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 2 0 0 1 0 0 0 11 0 0
------------ --------------- II--------------- II-------- ------- II---------- - - - - -
I
Volume Module:
Base Vol: 14 1665 6 4 1517 55 211 0 52 1 0 3
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 14 1665 6 4 1517 55 211 0 52 1 0 3
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 14 1665 6 4 1517 55 211 0 52 1 0 3
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 15 1753 6 4 1597 58 222 0 55 1 0 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 15 i753 6 4 1597 58 222 0 55 1 0 3
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 15 1753 6 4 1597 58 222 0 55 1 0 3
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.95 0.95 0.95 0.95 0.95 0.95 0.92 1.00 0.85 0.89 1.00 0.89
Lanes: 1.00 1.99 0.01 1.00 1.93 0.07 2.00 0.00 1.00 0.25 0.00 0.75
Final Sat.: 1805 3593 13 1805 3466 126 3502 0 1615 422 0 1266
- I --------------- II------ ----- - - - -II - II---------- -- - - -I
Capacity Analysis Module:
Vol /Sat: 0.01 0.49 0.49 0.00 0.46 0.46 0.06 0.00 0.03 0.00 0.00 0.00
Crit Moves: +Y +h -. *+ -* * *. ! #a!
Green /Cycle: 0.06 0.53 0.53 0.05 0.53 0.53 0.14 0.00 0.14 0.14 0.00 0.14
Volume /Cap: 0.14 0.91 0.91 0.05 0.88 0.88 0.45 0.00 0.24 0.02 0.00 0.02
Delay /Veh: 54.4 32.8 32.8 54.5 29.9 29.9 47.8 0.0 46.3 44.3 0.0 44.3
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 54.4 32.8 32.8 54.5 29.9 29.9 47.8 0.0 46.3 44.3 0.0 44.3
LOS by Move: D C C D C C D A D D A D
HCM2kAvgQ: 1 35 35 0 31 31 4 0 2 0 0 0
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -43
AM Cum Plus Project Fri Apr 19, 2013 i0:30:07 Page 5
AM Cum Plus Project Conditions [Caltrans]
2.13.3368.1 Main 5 PCH Mixed -Use Center, Seal Beach
---------------------- --- -- ---- ---- -- ----- - - - -- -- - - -- --
Level Of Service Computation Report
2000 HCM O_oerations Method (Future Volume Alternative)
+# 4YY*!+** 4+}***## 4# TL#* 1* x+* a* 4* a#+* 4#} A* Aat** a# + *T +kY * #a* *+ * * # #xt ++} *4 * }+++ } +Y
Intersection k2 Main Street at PCH
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.584
Loss Time (sec): 12 Average Delay (sec /veh): 19.6
Optimal Cycle: 67 Level Of Service: B
Street Name: Main Street PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
--------------------------- II--------------- 11-- ------------- II--------- - - -- - -I
Control: Permitted Permitted Protected Protected
Rights: Include Ovl Include Include
Min. Green: 24 24 24 28 28 28 6 21 21 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ --------------- II--------------- II--------------- II-------- -- - - - - -
I
Volume Module!
Base Vol: 43 42 50 9 52 107 98 1420 49 41 1486 6
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 43 42 50 9 52 107 98 1420 49 41 1486 6
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByvol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 43 42 50 9 52 107 98 1420 49 41 1486 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 45 44 53 9 55 113 103 1495 52 43 1564 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 45 44 53 9 55 113 103 1495 52 43 1564 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 i.00 1.00 1.00 1.00
FinalVolume: 45 44 53 9 55 113 103 1495 52 43 1564 6
------------ --------------- II--------------- II--------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.72 1.00. 0.85 0.73 1.D0 0.85 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.99 0.01
Final Sat.: 1374 1900 1615 1391 1900 1615 1805 3610 1615 1805 3592 15
--- I --------------- II--------------- II---- ---- ----- --II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.03 0.02 0.03 0.01 0.03 0.07 0.06 0.41 0.03 0.02 0.44 0.44
Crit Moves: A *A{ 4 **a * + }*
Green /Cycle: 0.20 0.20 0.20 0.20 0.20 0.28 0.08 0.62 0.62 0.08 0.62 0.62
Volume /Cap: 0.16 0.12 0.16 0.03 0.14 0.25 0.70 0.66 0.05 0.32 0.70 0.70
Delay /Veh: 40.0 39.5 39.9 38.7 39.7 33.6 68.1 15.2 8.9 53.9 16.5 16.5
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 40.0 39.5 39.9 36.7 39.7 33.6 68.1 15.2 8.8 53.9 16.5 16.5
LOS by Move: D D D D D C E B A D B B
HCM2k-,vgQ: 1 1 2 0 2 3 5 19 1 2 21 21
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D-44
AM Cum Plus Project Fri Aar 19, 2013 --0:30:07 Page 6 -1
AM Cum Plus Project Conditions [Caltrans)
2.13.3368.1 Main e PCH Mixed -Use Center, Seal Beach
--------------------------------------------------------------------------------
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection #3 12th Street at Pacific Coast Highway
++++++**+}++*} Y++*+«+ r+++#++#++#++#++ Y++ a+*+# r+++ + ++ +Y«+r + + + # + +kk + +Y+r +k ++r + # * #+
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.650
Loss Time (sec): 12 Average Delay (sec /veh): 18.2
Optimal Cycle: 63 Level Of Service: B
Street Name: 12th Street Pacific Coast Highway
Approach: North Bound South Bound East Bound hest Bound
Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 24 24 24 24 24 24 6 14 14 6 21 21
y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
---- I --------------- II--------------- II--------------- II---------- - - - - -
I
Volume Module:
Base Vol.: 69 61 33 37 40 35 51 1510 30 28 1519 6
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 69 61 33 37 40 35 51 1510 30 28 1519 6
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 69 61 33 37 40 35 51 1510 30 28 1519 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 73 64 35 39 42 37 54 1589 32 29 1599 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced 'Vol: 73 64 35 39 42 37 54 1589 32 29 1599 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 73 64 35 39 42 37 54 1589 32 29 1599 6
------------ --------------- II--------------- II--------------- II--- ------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.82 0.82 0.82 0.80 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 0.43 0.37 0.20 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.99 0.01
Final Sat.: 662 585 317 1524 1900 1615 1805 3610 1615 7.805 3592 14
------------ I --------------- II--------------- II-- - - - - -- I--- ----- -- - - - - -I
Capacity Analysis Module:
Vol /Sat: 0.11 0.11 0.11 0.03 0.02 0.02 0.03 0.44 0.02 0.02 0.45 0.45
Crit Moves: r« ++ *r ++ } * *}
Green /Cycle: 0.20 0.20 0.20 0.20 0.20 0.20 0.05 0.63 0.63 0.07 0.65 0.65
Volume /Cap: 0.55 0.55 0.55 0.13 0.11 0.11 0.59 0.70 0.03 0.23 0.68 0.68
Delay /Veh: 45.2 45.2 45.2 39.6 39.4 39.5 66.1 15.8 8.5 53.5 14.1 14.1
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel /Veh: 45.2 45.2 45.2 39.6 39.4 39.5 66.1 15.E 8.5 53.5 14.1 14.1
LOS by Move: D D D D D D E B A D B B
HCM2kAvgQ: 6 6 6 1 1 1 3 21 0 1 20 20..
Note: Queue reported is the number of cars per lane.
Traf£ix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -45
AM Cum Plus Project Fri Apr 19, 2013 10:30:97 Page 7 -1
AM Cum Plus Project Conditions [Caltrans]
2.13.3368.1 Main & PCH [Nixed -Use Center, Seal Beach
- - - - - - -_ ----------------------------------------------------
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection N4 Seal Beach Blvd at PCH
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.781
Loss Time (sec): 16 Average Delay (sec /veh): 36.1
Optimal Cycle: 88 Level Of Service: D
k****************#*****#* x*#***#* k*#*{** k***#**** * * * # *y ** * * * * * * * * * * * * *# * * ** * * * **
Street Name: Seal Beach Blvd PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------
Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Ovl
Min. Green: 6 6 6 28 28 28 6 21 21 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 2 0 1 0 1 1 0 2 0 1 1 0 2 0 1
------------ I --------------- II--------------- II--------------- II - - - - -- I
Volume Module:
Base Vol: 11 150 81 374 98 188 134 1398 14 11 1423 406
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bee: 11 150 81 374 98 188 134 1398 14 11 1423 406
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Put: 11 150 81 374 98 188 134 13398 14 it 1423 406
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 12 158 85 394 103 198 141 1472 15 12 1498 427
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 12 158 85 394 103 198 141 1472 1.5 12 1498 427
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0c 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00
FinalVolume: 12 158 85 394 103 198 141 1472 15 12 1498 427
------------ ---------------II---------------II---------------II-----
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.95 0.90 0.90 0.92 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.85
Lanes: 1.00 1.30 0.70 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00
Final Sat.: 1805 2220 1199 3502 1900 1615 1805 3610 1615 1805 3610 1615
------------ I --------------- II--------------- II--------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.01 0.07 0.07 0.11 0.05 0.12 0.08 0.41 0.01 0.01 0.41 0.26
Crit Moves: * * ** #- - -*
Green /Cycle: 0.08 0.08 0.08 0.23 0.23 0.23 0.09 0.49 0.49 0.06 0.47 0.70
Volume /Cap: 0.08 0.89 0.89 0.48 0.23 0.53 0.89 0.83 0.02 0.11 0.89 0.38
Delay /Veh: 51.4 82.9 82.9 40.2 37.6 41.6 95.7 29.4 15.6 53.7 35.7 7.6
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00
Adj Del /Veh: 51.4 82.9 82.9 40.2 37.6 41.6 95.7 29.4 15.6 53.7 35.7 7.6
LOS by Move: D F F D D D F 1 B D A
HCM21,AvgQ: 0 7 7 7 3 7 8 26 0 30 6
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -46
PM Cum Plus Project Fri Apr 19, 2013 10:30:21 Page 4 -1
PM Cum Plus Project Conditions [Caltrans]
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
Level Of Service Computation. Report
2000 H.CM Operations Method (.Future Volume Alternative)
Intersection #1 PCH at 1st Street
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.813
Loss Time (sec): 16 Average Delay (sec /veh): 77.3
Optimal Cycle: 96 Level Of Service: E
Street Name: PCH 1st Street
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II_-------------- II --------------- II -- _------- - - - - -
I
Control.: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 6 14 14 6 17 17 17 17 17 17 17 17
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 I C 1 1 0 2 0 0 1 0 0 0 11 0 0
------------ I --------------- II--------------- II--------------- II ---------- - - - - -
I
Volume Module:
Base Vol: 39 1605 3 1 1984 154 158 0 42 2 1 3
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I.GO 1.00 1.00 1..00
Initial Bse: 39 1605 3 1 1984 154 158 0 42 2 1 3
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Put: 39 1605 3 1 1984 154 158 0 42 2 1 3
User Ad-j: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.O0 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 41 1689 3 1 2088 162 166 0 44 2 1 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 41 1689 3 1 2088 162 166 0 44 2 1 3
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 ?.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 41 1689 3 1 2088 162 166 0 44 2 1 3
--------------------------- II--------------- II--------------- 11-------- -- - - - --I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.95 0.95 0.95 0.95 0.94 0.94 0.92 1.00 0.85 0.92 0.92 0.92
Lanes: 1.00 1.99 0.01 1.00 1.86 0.14 2.00 0.00 1.00 0.33 0.17 0.50
Final Sat.: 1805 3603 7 1805 3313 257 3502 0 1615 581 291 872
------------ I--------------- II--------------- II--------------- 11-------- -- - - - - -I
Capacity Analysis Module:
Vol /Sat: 0.02 0.47 0.47 0.00 0.63 0.63 0.05 0.00 0.03 0.00 0.00 0.00
Cri.t Moves! * * ** * * ** * * ** + + ++
Green /Cycle: 0.05 0.53 0.53 0.06 0.53 0.53 0.14 0.00 0.14 0.14 0.14 0.14
Volume /Cap: 0.45 0.89 0.89 0.01 1.18 1.18 0.34 0.O0 0.19 0.03 0.03 0.03
Delay /Veh: 59.0 30.9 30.9 53.5 116 115.6 46.8 0.0 45.9 44.4 44.4 44.4
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 59.0 30.9 30.9 53.5 116 115.6 46.8 0.0 45.9 44.4 44.4 44.4
LOS by Move: E C C D F F D A D D D D
HCM2P.AvgQ: 2 32 32 0 68 68 3 0 2 G 0 0
***+Yi++#+*****+++*++*++*****#*+**.:*+* k*# t*+++#*# ** * *+ * + +i
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -47
PM Cum Plus Project Fri Apr 19, 2013 10:30:21 Page 5 -1
PM Cum Plus Project Conditions [Caltrans]
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
- -- ----
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection #2 Main Street at PCH
Cycle (sec): 120 Critical Vol. /Cap.( %): 0.748
Loss Time (sec): 12 Average Delay (sec /veh): 28.3
Optimal Cycle: 70 Level Of Service: C
Street Name: Main Street PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ --------------- II--------------- II --------------- II ---------------
Control: Permitted Permitted Protected Protected
Rights: Include Ovl Include Include
Min. Green: 24 24 24 28 28 28 E 21 21 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ --------------- II--------------- II--------- --- --- II- --------- - - - - -
t
Volume Module:
Base Vol: 102 63 65 19 75 168 233 1803 102 1.13 1448 14
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 102 63 65 19 75 168 233 1803 102 113 1448 14
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 C. 0 C 0 0 0 0 0
Initial Put: 102 63 65 19 75 168 233 1803 102 113 1448 14
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.96 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 107 66 68 20 79 177 245 1898 107 119 1524 15
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced 'Vol: 107 66 68 20 79 177 245 1698 107 119 1524 15
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 107 66 68 20 79 177 245 1898 107 119 1524 15
------------ --------------- II--------------- II-- ------------- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.69 1.00 0.85 0.72 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.0�1 1.98 0.02
Final Sat.: 1317 1900 1615 1359 1.900 1615 1805 3610 1615 1805 3572 35
I --------------- If-------------- II--------------- II---------- --- - -
I
Capacity Analysis Module:
Vol /Sat: 0.08 0.03 0.04 0.01 0.04 0.11 0.14 0.53 0.07 0.07 0.43 0.43
Crit Moves: + * #} # * *+ * # +#
Green /Cycle: 0.20 0.20 0.20 0.20 0.20 0.37 0.17 0.62 0.62 0.03 0.53 0.53
Volume /Cap: 0.41 0.17 0.21 0.07 0.21 0.30 0.80 0.85 0.11 0 -.85 0.80 0.80
Delay /Veh: 42.8 40.0 40.4 39.1 40.3 27.1 62.2 21.2 9.2 89.6 25.6 25.6
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 42.8 40.0 40.4 39.1 40.3 27.1 62.2 21.2 9.2 89.6 25.6 25.6
LOS by Move: D D D D D C E C A F C C
HCM2kAvgQ: 4 2 2 1 2 5 11 31 2 7 26 26
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -48
PM Cum Plus Project Fri Apr 19, 2013 10:30:21 Page 6 -1
PM Cum Plus Project Conditions [Caltrans]
2.13.3368.1 Main s PCH Mixed -Use Center, Seal Beach
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection #3 12th Street at Pacific Coast Highway
Cycle (sec): 12C Critical Vol. /Cap.(X): 0.768
Loss Time (sec): 12 Average Delay (sec /veh): 21.6
Optimal Cycle: 74 Level Of Service: C
Street Name: 12th Street Pacific Coast Highway
Approach: North Bound South Bound East Bound west Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II--------------- II---------------
i
Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 24 24 24 24 24 24 6 14 14 6 21 21
y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 11 0 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ I --------------- II--------------- II--------------- II------- --- - --- -
I
Volume Module:
Base Vol: 68 52 39 60 66 24 85 1917 69 39 1530 18
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 68 52 39 60 66 24 85 1917 69 39 1530 18
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Put: 68 52 39 60 66 24 85 1917 69 39 1530 18
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PRE Volume: 72 55 41 63 69 25 89 2018 73 41 1611 19
Reduct Vol: 0 0 0 0 0 0- 0 0 0 0 0 0
Reduced Vol: 72 55 41 63 69 25 89 2018 73 41 1611 19
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 72 55 41 63 69 25 89 2018 73 41 1611 19
--------------------------- II--------------- II--------------- II---------- - - - - -1
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.81 0.81 0.81 0.80 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 0.43 0.33 0.24 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.98 0.02
Final Sat.: 655 501 375 1518 1900 1615 1805 3610 1615 1805 3561 42
------------ I --------------- II--------------- II----- -- -------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.11 0.11 0.11 0.04 0.04 0.02 0.05 0.56 0.04 0.02 0.45 0.45
Crit Moves: * **+ .Y ** } } ##
Green /Cycle: 0.20 0.20 0.20 0.20 0.20 0.20 0.07 0.65 0.65 0.05 0.63 0.63
Volume /Cap: 0.55 0.55 0.55 0.21 0.18 0.08 0.71 0.86 0.07 0.45 0.72 0.72
Delay /Veh: 45.2 45.2 45.2 40.4 40.1 39.1 71.9 20.1 7.7 59.0 16.1. 16.1
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 45.2 45.2 45.2 40.4 40.7, 39.1 77..9 20.1 7.7 59.0 16.1 16.1
LOS by Move: D D D D L D E C A E B B
HCM2kAvgQ: 6 6 6 2 2 1 5 33 1 2 22 22
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D-49
PM Cum: Plus Project Fri Apr 19, 2013 10:30:21 Page 7 -1
PM Cum Plus Project Conditions [Caltrans]
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
-- ----- ----- ------ - -- ----- - - -- -- - - - -'
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection #4 Seal Beach Blvd at PCH
Cycle (sec): 120 Critical Vol./Cap-(X): 0.824
Loss Time (sec): 16 Average Delay (sec /veh): 43.1
Optimal Cycle: 99 Level Of Service: D
Street Name: Seal Beach Blvd PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------ ------ ---- -------- - - -II- ------------- 11--------------- II---------- - - - - -I
Control: Split Phase Split Phase Protected Protected
Rights: Include Include Include Ovl
Min. Green: 6 6 6 28 28 28 6 21 21 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 2 0 1 0 1 1 0 2 0 1 1 0 2 0 1
------------ --------------- II--------------- II --------------- II -- ------- -- - - - - I
Volume Module:
Base Vol: 11 136 91 410 164 257 205 16331 38 77 1294 273
Growth Adj: 1.00 1.00 1_00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: it 136 91 410 164 257 205 1631 38 77 1294 273
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 11 136 91 410 164 257 205 1631 38 77 1294 273
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 12 143 96 432 173 271 216 1717 40 81 1362 287
Reduct Vol: C. 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 12 143 96 432 173 271 216 1717 40 81 1362 287
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 12 143 96 432 173 271 216 1717 40 81 1362 287
------------ --------------- II--------------- II-- ----- --- ---- II---------- - - - - -
I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.95 0.85 0.89 0.92 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.85
Lanes: 1.00 1.20 0.80 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00
Final Sat.: 1805 2033 1360 3502 1900 1615 1805 3610 1615 1805 3610 1615
------------ I --------------- II--------------- II--------------- II---------- - - - - -
I
Capacity Analysis Module:
Vol /Sat: 0.01 0.07 0.07 0.12 0.09 0.17 0.12 0.48 0.02 0.04 0.38 0.18
Crit Moves
Green /Cycle: 0.08 0.08 0.08 0.23 0.23 0.23 0.13 0.51 0.51 0.05 0.42 0.66
Volume/Cap: 0.09 0.94 0.94 0.53 0.39 0.72 0.89 0.94 0.05 0.90 0.89 0.27
Delay /Veh: 51.9 94.4 94.4 40.9 39.4 48.9 81.7 37.3 14.9 119.0 38.9 8.7
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 51.9 94.4 94.4 40.9 39.4 48.9 81.7 37.3 14.9 119.0 38.9 8.7
LOS by Move: D F F D D D F D B _ D A
HCM2kAvgQ: 0 8 8 8 5 10 11 36 1 5 28 4
Note: Queue reported is the number of cars per lane.
Traf_`ih 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -50
L!Nsco-m LAW $ GREENSPAN, entilMaI5
APPENDIX D -VIII
CUMULATIVE PLUS PROJECT PLUS MITIGATION
TRAFFIC CONDITIONS
LLG Rep, 2- 13- 3368 -1
Main & PCH Mixed -Use Center, Seal Beach
y. Ii. y�! Allry� .S01R,- Y,dry "Ii "p +uyFlYrin�•. e
MITIG8 - AM Cum Plus ProjecTUe Apr 30, 2013 16:58:01 Page 1 -1
AM Cum Plus Project Conditions (Caltrans] (Mitigation)
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
------------------------------ -- ------ ----------- - --_- -- ----- --- --- ---- --- - - -'_
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection #1 PCH at 1st Street
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.642
Loss Time (sec): 16 Average Delay (sec /veh): 20.8
Optimal Cycle: 64 Level Ot Service: C
Street Name: PCH 1st Street
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
--------------- 11--------------- 1_ 11 ---------------
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 6 14 14 6 17 17 17 17 17 6 6 6
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 1 1 0 1 0 1 1 0 2 0 0 1 0 0 0 1! 0 0
--- --- - - - - -- -- --- --- ---- --- ---------- - - - - -H --------------- 11 --------------- I
Volume Module:
Base Vol: 14 1665 6 4 1517 55 211 0 52 1 0 3
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00
Initial Bse: 14 1665 6 4 1517 55 211 0 52 1 0 3
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVOl: 0 0 0 0 0 0 0 C 0 0 0 0
Initial Fut: 14 1665 6 4 1517 55 211 0 52 1 0 3
User Adj: 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 C.95 0.95
PHF Volume: 15 1753 6 4 1597 58 222 0 55 1 0 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 15 1753 6 4 1597 S8 222 0 55 1 0 3
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVOlume: 15 1753 6 4 1597 58 222 0 55 1 0 3
-- ----- - - - -- --------------- --------------- --------------- ---------------
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.95 0.95 0.95 0.95 0.95 0.95 0.92 1.00 0.65 0.89 1.00 0.89
Lanes: 1.00 1.99 0.01 1.00 1.93 0.07 2.00 O.00 1.00 0.25 0.00 0.75
Final Sat.: 1605 3593 13 1805 3466 126 3502 0 1615 422 0 1266
------------ I--------------- --------------- --------------- ---------------
Capacity Analysis Module:
Vol /Sat: 0.01 0.49 0.49 0.00 0.46 0.46 0.06 0.00 0.03 0.00 C•.00 0.00
Crit Moves: * * +* # }+* * * #* + # #*
Green /Cycle: 0.07 0.63 0.63 0.05 0.61 0.61 0.14 0.00 0.14 0.05 0.00 0.05
Volume /Cap: 0.12 0.78 0.78 0.05 0.76 0.76 0.45 0.00 0.24 0.05 C.00 0.05
Delay /Veh: 53.2 18.3 18.3 54.5 18.6 18.6 47.8 0.0 46.3 54.5 0.0 54.5
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel /Veh: 53.2 18.3 18.3 54.5 18.6 18.6 47.8 0.0 46.3 54.5 0.0 54.5
LOS by Move: D B B D B B D A D D A D
HCM2kAVgQ: 1 26 26 0 24 24 4 0 2 0 0 0
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (C) 2008 Dowling ASSOC. Licensed to LLG Costa Mesa, CA
D -il
AM Cum Plus Project Fri Apr 19, 2013 10:45:48 Page 5 -1
AM Cum Plus Project Conditions [Caltrans] (Mitigation)
2.13.3368.1 Main s PCH Mixed -Use Center, Seal Beach
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection 42 Main Street at PCH
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.605
Loss Time (sec): 12 Average Delay (sec /veh): 19.7
optimal Cycle: 67 Level Of Service: B
**# t#}*#;}}*}}*}**#**}#********}}* f****#**#}*+#*# + * * * } * {} * * # } **** *i+*}}} *} ** * * **
Street Name: Main Street PCH
Approach: North Bound South Bound East Bound West Bound
Movement: L - I - R L - T - R L - T - R L - T - R
------------ --------------- II--------------- II --------------- II---------------
I
Control: Permitted Permitted Protected Protected
Rights: Include OV1 Include Include
Min. Green: 24 24 24 28 28 28 6 21 21 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
------------ --------------- II--------------- II--------- ----- -II---------- -
- - - -I
Volume Module:
Base Vol: 43 42 50 9 52 107 98 1420 49 41 1486 6
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 43 42 50 9 52 107 98 1420 49 41 1486 6
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fur: 43 42 50 9 52 107 98 1420 49 41 1486 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 45 44 53 9 55 113 103 1495 52 43 1564 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 45 44 53 9 55 113 103 1495 52 43 1564 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 45 44 53 9 55 113 103 1495 52 43 1564 6
--------------- II--------------- II--------------- II---------- - - - - -I
Saturation Flow Module:
Sat /Lane: 1.900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.72 0.92 0.92 0.65 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 1.00 0.46 0.54 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.99 0.01
Final Sat.: 1374 797 949 1233 1900 1615 1905 3610 1615 1803 3592 i5
------------ I --------------- II--------------- il--------------- II-- - - - - -- - - - - - -I
Capacity Analysis Module:
Vol /Sat: 0.03 0.06 0.06 0.01 0.03 0.07 0.06 0.41 0.03 0.02 0.44 0.44
Crit Moves: i }+* * * ** * * **
Green /Cycle: 0.20 0.20 0.20 0.20 0.20 0.28 0.08 0.62 0.62 0.08 0.62 0.62
Volume /Cap: 0.16 0.28 0.28 0.04 0.14 0.25 0.70 0.66 0.05 0.32 0.70 0.70
Delay /Veh: 40.0 41.1 41.1 38.8 39.7 33.6 68.1 15.2 8.8 53.9 16.5 16.5
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 40.0 41.1 41.1 38.8 39.7 33.6 66.1 15.2 8.8 53.9 16.5 16.5
LOS by Move: D D D D D C E B A D B B
Hr_M2kAvgQ: 1 3 3 0 2 3 5 19 1 2 21 21
Note: Queue reported is the number or cars per lane.
Tra££ix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LLC Costa Mesa, CA
D -52
MITIG8 - PM Cum Plus ProjecTue Apr 30, 2013 16:58:24 Page 1 -1
PM Cum Plus Project Conditions [Caltrans] (Mitigation)
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
---------------------------------------------------------- --------------- - - - - --
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
Intersection #1 PCH at 1st Street
***#* FkF******** R**}**#** Y#* k#+* Y}**+ f*+ W} k****** hFkA #W *k }f * * * *f } *+ } # } * }} # + } # + ++
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.813
Loss Time (sec): 16 Average Delay (sec /veh): 34.0
Optimal Cycle: 96 Level Of Service: C
Street Name: PCH 1st Street
Approach: North Bound South Bound Bast Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
--------------------------- --------------- --------------- ---------- - - - --�
Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 6 14 14 6 17 17 17 17 17 6 6 6
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 - 1 0 1 0 1 1 0 2 0 0 1 0 0 0 1! 0 0
-------------- --------------- --------------- ---------- - - - - -�
Volume Module:
Base Vol: 39 1605 3 1 1984 154 158 0 42 2 1 3
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 39 1605 3 1 1984 154 158 0 42 2 1 3
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 39 1605 3 1 1984 154 158 0 42 2 1 3
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
?HE Volume: 41 1689 3 1 2088 162 166 0 44 2 1 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 41 1689 3 1 2088 162 166 0 44 2 i 3
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVOiume: 41 1689 3 1 2088 162 166 0 44 2 i 3
- --------------- --------------- ------- -------- ----- ---- - - --- -�
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.95 0.95 0.95 0.95 0.94 0.94 0.92 1.00 0.85 0.92 0.92 0.92
Lanes: 1.00 1.99 0.01 1.00 1.86 0.14 2.00 0.00 1.00 0.33 0.17 0.50
Final Sat.: i805 3603 7 1805 3313 257 3502 0 1615 581 291 872
---------- I --------------- --------------- --------------- ---------- - - - - -I
Capacity Analysis Module:
Vol /Sat: 0.02 0.47 0.47 0.00 0.63 0.63 0.05 0.00 0.03 0.00 0.00 0.00
Crit Moves: * * ** * *•* * * ** * * **
Greer. /Cycle: 0.05 0.61 0.61 0.07 0.63 0.63 0.14 0.00 0.14 0.05 0.05 0.05
Volume /Cap: 0.45 0.77 0.77 0.01 1.01 1.01 0.34 0.00 0.19 0.07 0.07 0.07
Delay /Veh: 59.0 18.9 18.9 52.5 43.7 43.7 46.8 0.0 45.9 54.7 54.7 54.7
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 59.0 18.9 18.9 52.5 43.7 43.7 46.8 0.0 45.9 54.7 54.7 54.7
LOS by Move: F B B D D D D A D D D D
HCM2kAvgQ: 2 25 25 0 52 52 3 0 2 0 0 0
Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715 (c) 2008.DOwling Assoc. Licensed to LLG Costa Mesa, CA
D-53
PM Cum Plus Project Fri Apr 19, 2013 10:45:58 Page 5 -1
PM Cum Plus Project Conditions [Caltrans) (Mitigation)
2.13.3368.1 Main & PCH Mixed -Use Center, Seal Beach
Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
*# h++**** a** a*** h***** a++**#***+*+*# w**+4#++# i* w* *
Intersection 42 Main Street at PCH
Cycle (sec): 120 Critical Vol. /Cap.(X): 0.743
Loss Time (sec): 12 Average Delay (sec /veh): 28.4
Optimal Cycle: 69 Level Of Service: i C
Street Name: Main Street PCH
Approach: North Sound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II--------------- II--------------- II---------------
I
Control: Permitted Permitted Protected Protected
Rights: Include Ovl Include Include
Min. Green: 24 24 24 28 28 26 6 21 21 6 21 21
Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0
---- I --------------- II- -------- ------ II --------------- ---------------
Volume Module:
Base Vol: 102 63 65 19 75 168 233 1803 102 113 1448 14
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial 2se: 102 63 65 19 75 168 233 1803 102 113 1448 14
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
]Initial Fur: 102 63 65 19 75 168 233 1803 102 113 1448 14
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00
PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
PHF Volume: 107 66 68 20 79 177 245 1898 107 119 1524 15
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 107 66 68 20 79 177 245 1898 107 119 1524 15
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLE Adj: 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVOlume: 107 66 68 20 79 177 245 1898 107 119 1524 15
------------ I - ------ --- -- - - -II- ------- II--------------- II- --------- - -- - -I
Saturation Flow Module:
Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.69 0.92 0.92 0.56 1.00 0.65 0.95 0.95 0.85 0.95 0.95 0.95
Lanes: 1.00 0.49 0.51 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.96 0.02
Final Sat.: 1317 864 892 1066 1900 1615 1805 3610 1615 1805 3572 35
----------- - I - - -- -- II----------- - - - -II -------- II---------- - - - --I
Capacity Analysis Module:
Vol /Sat: 0.08 0.08 0.08 0.02 0.04 0.11 0.14 0.53 0.07 0.07 0.43 0.43
Crit Moves: k, *a *+ ****
Green /Cycle: 0.20 0.20 0.20 0.20 0.20 0.37 0.17 0.62 0.62 0.08 0.53 0.53
Volume /Cap: 0.41 0.38 0.38 0.09 0.21 0.30 0.80 0.85 0.11 0.65 0.80 0.80
Delay /Veh: 42.8 42.3 42.3 39.3 40.3 27.1 62.2 21.2 9.2 89.6 25.6 25.6
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Del /Veh: 42.8 42.3 42.3 39.3 40.3 27.1 62.2 21.2 9.2 89.6 25.6 25.6
LOS by Move: D D D D D C E C A F C C
HCM2'.tAVgQ: 4 5 5 1 2 5 11 31 2 1 26 26
++#+*++**+* F*+*+** w#* w*#***##*+#**+***#' F4* k+#**** * * # # *} *F*i *k * *#a *+ * *+ * ++* * #4 * +*
Note: Queue reported is the number of cars per lane.
Traffix B.O.C715 (c) 2008 Dowling Assoc. Licensed to LLG Costa Mesa, CA
D -54