HomeMy WebLinkAboutAgenda Packet_06082020A G E N D A
MEETING OF THE CITY COUNCIL
Monday,June 8,2020 ~7:00 PM
ALL COUNCIL MEMBERS AND STAFF WILL PARTICIPATE VIA TELECONFERENCE
SCHELLY SUSTARSIC
MAYOR
Fourth District
JOE KALMICK
MAYOR PRO TEM
First District
THOMAS MOORE
COUNCIL MEMBER
Second District
MIKE VARIPAPA
COUNCIL MEMBER
Third District
SANDRA MASSA-LAVITT
COUNCIL MEMBER
Fifth District
This Agenda contains a brief general description of each item to be considered.No action or discussion shall be taken on
any item not appearing on the agenda,except as otherwise provided by law.Supporting documents,including agenda
staff reports,and any public writings distributed by the City to at least a majority of the Council Members regarding any
item on this agenda are available for review on the City’s website at www.sealbeachca.gov.
City Council meetings are broadcast live on Seal Beach TV3 and on the City's website www.sealbeachca.gov).Check
the SBTV3 schedule for rebroadcast of —meetings are available on-demand on the website (starting 2012).meeting
In compliance with the Americans with Disabilities Act of 1990,if you require disability -related modification or
accommodation to attend or participate in this meeting,including auxiliary aids or services,please call the City Clerk'
s office at (562)431 -2527 at least 48 hours prior to the meeting.
NOTICE REGARDING PUBLIC OBSERVATION AND PARTICIPATION IN THE CITY
COUNCIL MEETING
To comply with Governor Newsom’s Executive Order N-29-20 and the Amended Order and
Guidance of the Orange County Health Officer issued March 18,2020 the City of Seal Beach
hereby gives notice of the “means by which members of the public may observe the meeting
and offer public comment”for the City Council meeting on June 8,2020.Due to the need for
social distancing and the prohibition on public gatherings set forth in the County Health Officer’s
Order,all participation in the above-referenced Meeting will be by teleconference for the
Members of the City Council and staff.Because of the unique nature of the emergency there
will NOT be a physical meeting location and all public participation will be electronic.
PUBLIC COMMENT:Members of the public may submit comments on any item ON this City
Council meeting agenda via email to the City Clerk at gharper@sealbeachca.gov or via the
comment icon through the online portal at https://www.sealbeachca.gov/Government/Agendas-
Notices-Meeting-Videos/Council-Commission-Meetings .All email comments the City Clerk
receives before the start of the meeting will be posted on the City website and distributed to City
Council.Email comments received after that time will be posted on the City’s website and
forwarded to the City Council after the meeting.
THIS NOTICE AND ELECTRONIC PARTICIPATION PROVISIONS SET FORTH IN THIS
NOTICE ARE PROVIDED PURSUANT TO SECTION 3 OF EXECUTIVE ORDER N-29-20.
CALL TO ORDER
COUNCIL ROLL CALL
APPROVAL OF AGENDA &WAIVER OF FULL READING OF RESOLUTIONS
ORDINANCES
By motion of the City Council this is the time to notify the public of any
changes to the agenda and /or rearrange the order of the agenda.
PRESENTATIONS /RECOGNITIONS
•Seal Beach COVID-19 Local Emergency Review
PUBLIC COMMUNICATIONS (VIA EMAIL ONLY)
At this time members of the public may address the Council regarding the items on this
City Council Meeting agenda.Pursuant to the Brown Act,the Council cannot discuss or
take action on any items not on the agenda unless authorized by law.
Those members of the public wishing to provide comment are asked to send comments
via email to the City Clerk at gharper@sealbeachca.gov or via the comment icon on the
City website at https://www.sealbeachca.gov/Government/Agendas-Notices-Meeting-
Videos/Council-Commission-Meetings before 7 pm on June 8,2020.Comments
provided via email will be posted on the City website for review by the public.Any
documents for review should be sent to the City Clerk prior to the meeting for
distribution.
CITY ATTORNEY REPORT Craig A.Steele,City Attorney
CITY MANAGER REPORT Jill R.Ingram,City Manager
COUNCIL COMMENTS
General Council Member comments and reporting pursuant to AB 1234.
COUNCIL ITEMS
A.Consideration of COVID-19 Related Temporary Business Reopening
Support Measures -That the City Council take necessary action to:1.Allow
a temporary outdoor dining administrative review process for COVID-19 related
temporary outdoor dining on public sidewalk areas within the Main Street
business corridor as well as on private property in proximity to restaurants
throughout the community and waive all application fees;and,2.Approve the
establishment of two temporary outdoor dining areas within the Main Street
corridor and establish a budget not to exceed $110,000;and,3.Establish a
marketing and promotional campaign of $30,000 to be used to support reopening
of Seal Beach businesses;and,4.Direct the Finance Director to include
$140,000 in the Fiscal Year 2020-21 Proposed Budget for this purpose using
General Fund Reserves.
CONSENT CALENDAR
Items on the consent calendar are considered to be routine and are enacted by a single
motion with the exception of items removed by Council Members.
B.Approval of the May 26,2020 City Council Minutes -That the City Council
approve the minutes of the Closed Session and Regular City Council meeting
held on May 26,2020.
C.Approval of the May 28,2020 City Council Minutes -That the City Council
approve the minutes of the Special City Council Budget Workshop held on May
28,2020.
D.Approval of the June 2,2020 City Council Minutes -That the City Council
approve the minutes of the Closed Session meeting held on June 2,2020.
E.Demands on City Treasury (Fiscal Year 2020)–May 29,2020 -Ratification.
F.Notice of Completion for Tennis Center Roof Repair Project CIP BG1901
-That the City Council adopt Resolution 7034:1.Accepting the Tennis Center
Roof Repair Project (“Project”)CIP BG1901 by Garland/DBS,Inc.in the amount
of $366,605;and,2.Directing the City Clerk to file a “Notice of Completion”with
the Orange County Clerk-Recorder within fifteen (15)days from the date of
acceptance and to release retention 35 days after recordation of the Notice of
Completion contingent upon no claims being filed on the Project.
G.Notice of Completion for Pier Improvement Project CIP BP1002,Approving
Amendment 1 to the Professional Services Agreement with Moffatt &
Nichol Engineers,and Approving Amendment 1 to the Professional
Services Agreement with AKM Consulting Engineers -That the City Council
adopt Resolution 7035:1.Accepting the Pier Improvements Project CIP BP1002
by John S.Meek Company,Inc.in the amount of $7,177,580.46;and,2.Directing
the City Clerk to file a “Notice of Completion”for the John S.Meek Company,
Inc.contract with the Orange County Clerk-Recorder within fifteen (15)days
from the date of acceptance and to release retention 35 days after recordation
of the Notice of Completion contingent upon no claims being filed on the Project;
and,3.Approving and authorizing the City Manager to execute Amendment 1
to the Professional Services Agreement with Moffatt &Nichol Engineers (M&N)
to extend the agreement term for an additional 12 months;and,4.Approving
and authorizing the City Manager to execute Amendment 1 to the Professional
Services Agreement with AKM Consulting Engineers (AKM)to extend the
agreement term for an additional 12 months.
H.Approve Submittal of FY 2020/21 Measure M2 Eligibility Package and its
Components -That the City Council:1.Adopt Resolution 7036 Concerning the
Local Signal Synchronization Plan for the City of Seal Beach;and,2.Adopt the
7-year Measure M2 Capital Improvement Program for Fiscal Years (FY)2020/21
through 2026/27;and,3.Direct the City Manager to file the adopted Resolution,
Capital Improvement Program,and the Measure M2 eligibility documents with
OCTA in compliance with the requirements of OCTA.
I.Adopt 2020 Pavement Management Plan -That the City Council approve
Resolution 7037 adopting the 2020 Pavement Management Plan Report.
J.Detention Facility Service Agreement with City of Los Alamitos -That the
City Council adopt Resolution 7038:1.Approving an agreement between the
City of Seal Beach and the City of Los Alamitos;and,2.Authorizing the City
Manager to execute the agreement and any necessary documents,amendments
and extensions on behalf of the City of Seal Beach.
ITEMS REMOVED FROM THE CONSENT CALENDAR
PUBLIC HEARING –None
UNFINISHED /CONTINUED BUSINESS –None
NEW BUSINESS
K.Calling and Consolidation of Election –November 3,2020 -That the City
Council adopt:1.Ordinance 1684 calling and giving notice of the holding of a
General Municipal Election to be held on Tuesday,November 3,2020;and,2.
Resolution 7039 requesting the Board of Supervisors of the County of Orange
to consolidate the City’s General Municipal Election with the Statewide General
Election to be held on Tuesday,November 3,2020 for the purposed of the
election of two Members of the City Council (District 2 and District 4)for the
full four year term of the office;and,3.Resolution 7040 adopting regulations
for Candidate’s Statements submitted to the voters;and,4.Resolution 7041
providing for the conduct of a Municipal Run-off Election in the event no
candidate receives 50%plus 1 votes to be held on Tuesday,January 26,2021.
L.Adoption of Updated Transportation Analysis Guidelines Pursuant to
Senate Bill 743 -That the City Council adopt Resolution 7042 adopting the
updated Transportation Analysis Guidelines,dated June 2020.
M.Municipal Code Amendment Prohibiting the Use of Electronic Smoking
Devices Where Conventional Cigarettes Are Prohibited -That the City
Council introduce,read by title only,and waive further reading of Ordinance
1685,an Ordinance of the City Council of the City of Seal Beach Amending the
Seal Beach Municipal Code to Ban the Use of Electronic Cigarettes or Other
Smoking Devices Wherever the Use of Cigarettes or Other Conventional
Tobacco Products are Prohibited in the City.
N.Ratification of Sub-Recipient Agreement Between the County of Orange
and the City of Seal Beach for Coronavirus Relief Funds for Economic
Support Provided by the City -That the City Council approve Resolution 7043
ratifying a Sub-Recipient Agreement between the County of Orange and the City
of Seal Beach for coronavirus relief funds to provide economic support to small
businesses in Seal Beach.
ADJOURNMENT
Adjourn the City Council to Monday,June 22,2020 at 5:30 p.m.to meet in closed
session,if deemed necessary,in memory of Jim Gross,Senior Risk Manager for
California Joint Powers Insurance Authority (CJPIA)who passed away on May 25,
2020.
Agenda Item A
AGENDA STAFF REPORT
DATE:June 8, 2020
TO:Honorable Mayor and City Council
THRU:Jill R. Ingram, City Manager
FROM:Les Johnson, Community Development Director
SUBJECT:Consideration of COVID-19 Related Temporary Business
Reopening Support Measures
________________________________________________________________
SUMMARY OF REQUEST:
That the City Council take necessary action to:
1. Allow a temporary outdoor dining administrative review process for
COVID-19 related temporary outdoor dining on public sidewalk areas
within the Main Street business corridor as well as on private property
in proximity to restaurants throughout the community and waive all
application fees; and,
2. Approve the establishment of two temporary outdoor dining areas
within the Main Street corridor and establish a budget not to exceed
$110,000; and,
3. Establish a marketing and promotional campaign of $30,000 to be
used to support reopening of Seal Beach businesses; and,
4. Direct the Finance Director to include $140,000 in the Fiscal Year
2020-21 Proposed Budget for this purpose using General Fund
Reserves.
BACKGROUND AND ANALYSIS:
Following Governor Newsom’s declaration of a State of Emergency on March 4,
2020 due to COVID-19, a statewide stay-at-home order was subsequently issued
on March 19, 2020. As a result, all non-essential businesses were required to
close their doors, resulting in most Seal Beach restaurants, retail and service
businesses ceasing operations. Though a number of local restaurants were able
to modify their operations and reopened to provide take-out and delivery options
only, the impact to the business community has been significant.
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On May 7, 2020, Governor Newsom issued updated industry guidance and a
Resilience Roadmap that identifies 4 stages of recovery. One of the main
objectives of the Resilience Roadmap is to help provide a sequenced reopening
for economic sectors. This commenced with the initial entry into Stage 2 of the
Roadmap, allowing for retail (curbside only), manufacturing and logistics being to
reopen with modifications as of May 8, 2020.
On May 18, 2020, the Governor allowed for Stage 2 to completely reopen on a
county by county basis via State approval of a variance identifying that certain
preparedness measures and health metrics have been met. Orange County
received State approval on May 23, 2020, allowing for dine-in restaurants and
retail to conditionally reopen. The State has provided guidance documents
representing a number of criteria and standards to be followed. Of particular note
is the physical distancing requirement that limits indoor seating as well as
prioritizes outdoor seating and curbside pickup. As a result of the temporary
reduction of indoor seating, a number of local restaurant owners have expressed
interest in being able to temporarily establish or expand existing outdoor seating
areas.
During the May 26, 2020 City Council meeting, Council Member Kalmick
requested that staff evaluate what the City can implement to promote stability
and future success of Seal Beach businesses as they are allowed to conditionally
reopen. This included considering opportunity for temporary outdoor dining
spaces, creating a marketing plan with the Seal Beach Chamber of Commerce,
and also to consider at a future date, the possibility of parklets with the Main
Street Streetscape Enhancement Project.
OUTDOOR DINING REGULATIONS
The City’s Municipal Code provides criteria and standards for outdoor dining on
private property (see SBMC 11.4.05.090). However, utilization of public right-of-
way for private dining is not currently permitted. The criteria and standard for
outdoor dining in private property address a number of items, such as limitation
of seating, hours of operations, sound and music, parking requirements,
landscaping, exterior lightning, etc. Not all restaurants have outdoor dining with
many having limited or no private space available immediately adjacent to their
business frontage. This is especially the case within the Main Street business
corridor.
Greater flexibility in temporary outdoor dining accommodations would be
appropriate while indoor dining areas are limited due to the COVID-19 pandemic.
Use of private and public sidewalk areas should be considered where sidewalks
are wide enough to provide safe pedestrian and accessibility access.
Consideration should also be given to utilize off-street parking spaces when such
space can be made safe for dining opportunities. Shared dining areas may also
be a viable option in shopping centers where combining space may provide
greater opportunity. Any temporary easing of existing outdoor dining provisions
and standards requires City Council approval.
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A number of local restaurants have already contacted staff requesting allowance
for creating or expanding existing outdoor seating areas. Staff has received
affirmative and supportive comments regarding the temporary outdoor dining
provisions being considered.
TEMPORARY OUTDOOR DINING PERMIT
Proposals to establish or expand outdoor dining areas are expected to vary
greatly. In an effort to provide timely processing of requests, a temporary outdoor
dining permit application will be created specifically for this unique situation. The
permit process will also include an encroachment permit for those proposing to
establish a temporary dining area within public right-of-way in order to properly
address liability, indemnification and applicable insurance requirements. Staff is
also recommending that City Council waive any fees associated with temporary
outdoor dining permit applications. Should this opportunity be allowed to
proceed, the temporary granting of such should conclude no later than 30 days
following the lifting of indoor occupancy restrictions for restaurants.
MAIN STREET SHARED DINING AREAS
Shared/common dining areas can also be created on public property in the Main
Street area to accommodate diners from multiple restaurants. This opportunity
would require City staff to establish and administer the dining areas. Staff has
identified locations in one of the Electric Avenue parking lots and a portion of
Eisenhower Park that could accommodate this temporary dining area use. The
City would need to provide tables, chairs, additional trash receptacles, and
sanitizing stations. It is anticipated that the highest demand time for these areas
would be weekday evenings and mid-afternoon into the evening hours on the
weekends. Staff resources would be needed during the highest demand hours in
order to ensure that the dining areas are kept clean. Consideration has also been
given to providing small scale entertainment during the early evening hours. A
preliminary cost estimate has been prepared, representing a weekly expense of
$11,000. Staff is recommending a budget amount that would allow for this activity
to operate through August.
MARKETING AND PROMOTING SEAL BEACH BUSINESSES
The COVID-19 pandemic has resulted in an unprecedented financial impact
upon Seal Beach businesses. As our local businesses begin to reopen, a
marketing plan will help inform the public of such as well as promote the
multitude of great business we have throughout our community. Staff is
proposing to use local resources to help with this effort and have identified a
budget of $30,000. This effort would be established and implemented in
conjunction with the Seal Beach Chamber of Commerce.
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MAIN STREET STREETSCAPE ENHANCEMENT AND PARKLETS
A number of Southern California communities have recently been exploring ideas
to allow utilization of on-street parking for dining, landscaping and areas of
respite in downtown commercial areas. The City is currently in the process of
revisiting the Main Street streetscape, including utilization of consultant
assistance and a Steering Committee. As a result, the comments provided by
Council Member Kalmick and acknowledged by Council Member Varipapa (both
serving on the Steering Committee), staff will ensure that parklets and any
additional enhancement ideas resulting from the efforts underway in other
communities are brought forth to a future Steering Committee meeting for
consideration and discussion.
ENVIRONMENTAL IMPACT:
There is no environmental impact related to this item.
LEGAL ANALYSIS:
No legal analysis is required for this item.
FINANCIAL IMPACT:
The total estimated costs for the proposed actions are $140,000. Funding would
come from general fund reserves. However, other COVID-19 funding sources
may become available in which this activity may qualify for. Should that occur,
any use of general fund reserves for this activity would be repaid. If the identified
activities are approved, the proposed Fiscal Year 2020-21 Proposed Budget will
be updated prior to adoption on June 22, 2020.
STRATEGIC PLAN:
This item is not applicable to the Strategic Plan.
MEASURE BB:
This item is not applicable to Measure BB, the Seal Beach Neighborhood and
Essential Services Protection Measure.
RECOMMENDATION:
That the City Council take necessary action to:
1. Allow a temporary outdoor dining administrative review process for
COVID-19 related temporary outdoor dining on public sidewalk areas
within the Main Street business corridor as well as on private property
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in proximity to restaurants throughout the community and waive all
application fees; and,
2. Approve the establishment of two temporary outdoor dining areas
within the Main Street corridor and establish a budget not to exceed
$110,000; and,
3. Establish a marketing and promotional campaign of $30,000 to be
used to support reopening of Seal Beach businesses; and,
4. Direct the Finance Director to include $140,000 in the Fiscal Year
2020-21 Proposed Budget for this purpose using General Fund
Reserves.
SUBMITTED BY: NOTED AND APPROVED:
Les Johnson Jill R. Ingram
Les Johnson, Community Development Director Jill R. Ingram, City Manager
Agenda Item B
AGENDA STAFF REPORT
DATE:June 8, 2020
TO:Honorable Mayor and City Council
THRU:Jill R. Ingram, City Manager
FROM:Gloria D. Harper, City Clerk
SUBJECT:Approval of the May 26, 2020 City Council Minutes
________________________________________________________________
SUMMARY OF REQUEST:
That the City Council approve the minutes of the Closed Session and Regular
City Council meeting held on May 26, 2020.
BACKGROUND AND ANALYSIS:
This section does not apply.
ENVIRONMENTAL IMPACT:
There is no environmental impact related to this item.
LEGAL ANALYSIS:
No legal analysis is required for this item.
FINANCIAL IMPACT:
There is no financial impact for this item.
STRATEGIC PLAN:
This item is not applicable to the Strategic Plan.
MEASURE BB:
This item is not applicable to Measure BB, the Seal Beach Neighborhood and
Essential Services Protection Measure.
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RECOMMENDATION:
That the City Council approve the minutes of the Closed Session and Regular
City Council meeting held on May 26, 2020.
SUBMITTED BY: NOTED AND APPROVED:
Gloria D. Harper Jill R. Ingram
Gloria D. Harper, City Clerk Jill R. Ingram, City Manager
Prepared by: Dana Engstrom, Deputy City Clerk
ATTACHMENTS:
A. Minutes - Closed Session
B. Minutes - Regular Session
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Seal Beach, California
May 26, 2020
The City Council met in Closed Session at 5:30 p.m. via teleconference.
ROLL CALL
Present: Mayor Sustarsic
Council Members: Varipapa, Kalmick, Massa-Lavitt, Moore
Absent: None
City Staff: Craig A. Steele, City Attorney
Jill R. Ingram, City Manager
Patrick Gallegos, Assistant City Manager
Commander Michael Henderson, Seal Beach Police Department
Les Johnson, Community Development Director
Joe Bailey, Marine Safety Chief
Gloria D. Harper, City Clerk
ORAL COMMUNICATIONS
Mayor Sustarsic opened oral communications. City Clerk Harper announced that two (2)
supplemental communications were received. Mayor Sustarsic then closed oral
communications.
CLOSED SESSION
A. Conference with Chief of Police and City Attorney regarding potential threats to
the security of public facilities and essential public services posed by the spread
of the COVID-19 virus pursuant to Government Code Section 54957(a).
City Attorney Steele announced that the City Council met in closed session to discuss
the item posted on the agenda and indicated that City Council took no reportable action.
ADJOURNMENT
Mayor Sustarsic adjourned the Closed Session meeting at 6:44 p.m.
Gloria D. Harper, City Clerk
City of Seal Beach
Approved:
Schelly Sustarsic, Mayor
Attested
Gloria D. Harper, City Clerk
Seal Beach, California
May 26, 2020
The City Council met in regular session at 7:00 p.m. via teleconference.
ROLL CALL
Present: Mayor Sustarsic
Council Members: Kalmick, Massa-Lavitt, Moore, Varipapa
Absent: None
City Staff: Craig A. Steele, City Attorney
Jill R. Ingram, City Manager
Patrick Gallegos, Assistant City Manager
Commander Michael Henderson, Seal Beach Police Department
Chief Joe Bailey, Marine Safety Department
Steve Myrter, P.E., Director of Public Works
Les Johnson, Director of Community Development
Kelly Telford, Director of Finance/City Treasurer
Gloria D. Harper, City Clerk
Dana Engstrom, Deputy City Clerk
APPROVAL OF AGENDA & WAIVER OF FULL READING OF RESOLUTIONS AND
ORDINANCES
City Manager Ingram requested to pull Item H to allow staff to briefly summarize some
last minute language changes that were revised by the County today.
City Clerk Harper announced that three (3) supplemental communications were
received after the posting of the agenda regarding various agenda items that were
distributed to City Council and made available to the public.
Council Member Moore moved, second by Council Member Varipapa to approve the
agenda.
City Clerk Harper took a roll call vote to approve the agenda.
AYES: Kalmick, Massa-Lavitt, Moore, Sustarsic, Varipapa
NOES: None
ABSENT: None
ABSTAIN: None
Motion carried
PRESENTATIONS / RECOGNITIONS
• Seal Beach COVID-19 Local Emergency Review
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Commander Henderson provided an update on Seal Beach COVID-19 Local
Emergency. Marine Safety Chief Bailey provided a Memorial Day recap of “Beach in
Motion” activity on the beach. Director of Community Development Les Johnson
provided an update on local businesses reopening in Seal Beach.
• Certificate of Special Congressional Recognition – Seal Beach Police Department
ORAL COMMUNICATIONS
Mayor Sustarsic opened oral communications. City Clerk Harper announced that one
(1) email communication was received and distributed to Council via email and
uploaded to the City’s website. City Clerk Harper read the comment into the record.
Mayor Sustarsic then closed oral communications.
CITY ATTORNEY REPORT
City Attorney Steele reported that prior to the meeting City Council met in closed
session to discuss the one item on the posted agenda and indicated that all Council
Members participated via teleconference and took no reportable action.
CITY MANAGER REPORT
City Manager Ingram provided information regarding the upcoming Budget Workshops
to be held on Thursday, May 28, 2020 at 4 pm and on Thursday, June 4, 2020 with a
time to be determined.
City Manager Ingram was pleased to announce that the Seal Beach Chamber of
Commerce featured Grant Tavasci as a hometown hero. Grant Tavasci initially joined
the City’s Public Works Department team over 11 years ago and continues to show his
passion for the community he serves on a daily basis by going above and beyond the
call of duty. During the COVID-19 pandemic, Grant has worked closely with the
Recreation Department to assist with the delivery of meals to Seal Beach's seniors in
need. In addition, throughout the pandemic, Grant has also been instrumental in the
development and production of many of the COVID-19 information signs that have been
placed throughout the City's public spaces and beaches.
COUNCIL COMMENTS
Council Member Massa-Lavitt indicated that she attended two Zoom meetings with the
Orange County Mosquito and Vector Control District to discuss their budget and is
pleased to announce that they have a balanced budget without having to increase
taxes. She indicated that she attended an Orange County Sanitation District Operations
Committee meeting where they discussed the positive environmental impacts of some
upcoming large projects, noting how conscientious they are of their environmental
impacts. Lastly, she reminded residents of the sewer project that will be taking place for
the next two years on Westminster Avenue between Seal Beach Boulevard and Bolsa
Chica Street.
Council Member Moore indicated that the residents of College Park West held a social
distancing graduation ceremony for the graduating class of 2020 and thanked the Police
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Department for leading a parade of cars through the neighborhood. He also thanked
City employees who worked over the weekend to notify Seal Beach businesses
regarding the Stage 2 reopening guidelines that the Governor’s Office approved for the
County of Orange.
Council Member Varipapa commended the Police and Marine Safety Departments for
all of their work over the Memorial Day weekend. He acknowledged how positive and
professional Sergeant Nicholas represented the City in the news. Council Member
Varipapa also expressed his appreciation to staff for their quick efforts in notifying Stage
2 businesses that they could reopen over the weekend.
Mayor Pro Tem Kalmick thanked the Police Department for deploying the extra beach
patrol again which included the boardwalk, Main Street, and the beach. He indicated
that he attended the Rivers and Mountains Conservancy meeting noting that due to the
pandemic they may run into some funding issues; however, at the moment they are
able to fund the various projects that have already been submitted, and the work will
begin. He also indicated that he attended the Los Cerritos Wetlands Authority meeting
and provided an update regarding the transformation of the oil drilling area across from
Marina Pacifica that includes restoring over 100 acres of wetlands over the next several
years. Mayor Pro Tem Kalmick expressed his concerns regarding the long-term and
short-term results of having the downtown businesses closed. He stated that he would
like to look at a plan that would create some space to promote outdoor dining and
noting the challenges; and, create a marketing plan in conjunction with the Chamber of
Commerce to be agendized at the next Council meeting, in an effort to plan, budget and
implement the changes and ideas.
Mayor Sustarsic indicated that she attended a Seal Beach Chamber of Commerce
webinar and thanked Chamber President Kori Deleon for coordinating the event. She
attended a virtual meeting for the Airport Land Use Commission; she participated in a
number of Orange County Mayors conference calls, and a Regional Military Affairs
Committee meeting.
COUNCIL ITEMS
There were no Council items.
CONSENT CALENDAR
Council Member Massa-Lavitt moved, second by Mayor Pro Tem Kalmick, to approve
the recommended actions on the consent calendar with exception of Item H which was
removed from the consent calendar for separate consideration.
A. Approval of the May 5, 2020 City Council Minutes - That the City Council approve
the minutes of the Closed Session meeting held on May 5, 2020.
B. Approval of the May 11, 2020 City Council Minutes - That the City Council
approve the minutes of the Closed Session and Regular City Council meeting held on
May 11, 2020.
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C. Approval of the May 19, 2020 City Council Minutes - That the City Council
approve the minutes of the Closed Session meeting held on May 19, 2020.
D. Demands on City Treasury (Fiscal Year 2020) – May 26, 2020 - Ratification.
E. Monthly Investment Report – April 30, 2020 - Receive and file.
F. A Resolution of the Seal Beach City Council Confirming the Fifth and Sixth
Supplemental Orders to the Proclamation of a Local Emergency Issued by the
City Manager/Director of Emergency Services - That the City Council: 1. Review the
current state of local emergency and consider whether to confirm Supplemental Orders
Five and Six to the Proclamation of Local Emergency related to the COVID-19 virus, as
required by the Seal Beach Municipal Code; and, 2. Adopt Resolution 7029 at the
recommendation of the City Manager and City Attorney.
G. Report of City Manager and Department Heads Authorized Contracts - That the
City Council receive and file the report.
H. Amendment Five to the Community Development Block Grant (CDBG) Program
Cooperative Agreement for FY 2021/2022 – 2023/2024 - That the City Council adopt
Resolution 7030 approving Amendment Five to the Cooperative Agreement between
the County of Orange and the City of Seal Beach for continued participation in the
Urban County Program to utilize CDBG program funds for FY 2021/2022 – 2023/2024.
I. Professional Services Agreement with Cabco Yellow Inc., dba California Yellow
Cab to provide Senior Transportation Services - That the City Council adopt
Resolution 7031: 1. Approving and awarding a Professional Services Agreement with
Cabco Yellow, Inc., dba California Yellow Cab in a not-to-exceed amount of $90,000 to
provide Senior Transportation Services pursuant to the exemption from competitive
bidding requirements set forth in Seal Beach Municipal Code Section 3.20.025(a); and,
2. Authorizing and directing the City Manager to execute the Agreement; and, 3.
Authorizing the City Manager the option to execute a professional services agreement
amendment to extend the term for another six months after its original term for an
additional not-to-exceed amount of $90,000.
J. SB 90/State Mandated Cost Reimbursement Claim Preparation Services by
Nichols Consulting Agreement for Fiscal Years 2018 – 2021 - That the City Council
adopt Resolution 7032: 1. Authorizing the City of Seal Beach to enter into a service
agreement with Nichols Consulting; and, 2. Authorizing the City Manager to execute on
behalf of the City all contracts and proposals, including any necessary extensions or
amendments thereof.
City Clerk Harper took a roll call vote to approve the consent calendar items.
AYES: Kalmick, Massa-Lavitt, Sustarsic, Moore, Varipapa
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NOES: None
ABSENT: None
ABSTAIN: None
Motion carried
ITEMS REMOVED FROM CONSENT CALENDAR
H. Amendment Five to the Community Development Block Grant (CDBG) Program
Cooperative Agreement for FY 2021/2022 – 2023/2024 - That the City Council adopt
Resolution 7030 approving Amendment Five to the Cooperative Agreement between
the County of Orange and the City of Seal Beach for continued participation in the
Urban County Program to utilize CDBG program funds for FY 2021/2022 – 2023/2024.
Community Development Director Les Johnson provided a brief summary of some
language that was revised by the County late this afternoon.
Council Member Massa-Lavitt moved, second by Council Member Moore, to adopt
Resolution 7030 approving Amendment Five to the Cooperative Agreement between
the County of Orange and the City of Seal Beach for continued participation in the
Urban County Program to utilize CDBG program funds for FY 2021/2022 – 2023/2024.
City Clerk Harper took a roll call vote to approve Item H.
AYES: Kalmick, Massa-Lavitt, Sustarsic, Moore, Varipapa
NOES: None
ABSENT: None
ABSTAIN: None
Motion carried
PUBLIC HEARING
K. Street Lighting Assessment District No. 1 - That the City Council adopt Resolution
7033 confirming the diagram, assessment, and levying assessments for the Seal Beach
Street Lighting Assessment District No.1 (District) for Fiscal Year 2020-2021.
Director of Finance/City Treasurer Telford provided a brief presentation regarding the
staff report.
Mayor Sustarsic opened the public hearing. City Clerk Harper announced that one (1)
email communication was received and distributed to Council via email and uploaded to
the City’s website. City Clerk Harper read the comment into the record. There were no
other comments from the public. Mayor Sustarsic then closed the public hearing.
At the request of Council Member Moore, Director of Finance/City Treasurer Telford
responded to the emailed comments provided during the public comment period.
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Council Member Massa-Lavitt moved, second by Mayor Pro Tem Kalmick, to adopt
Resolution 7033 confirming the diagram, assessment, and levying assessments for the
Seal Beach Street Lighting Assessment District No.1 (District) for Fiscal Year 2020-
2021.
City Clerk Harper took a roll call vote to approve Item K.
AYES: Kalmick, Massa-Lavitt, Sustarsic, Moore, Varipapa
NOES: None
ABSENT: None
ABSTAIN: None
Motion carried
UNFINISHED/CONTINUED BUSINESS
There were no unfinished/continued business items.
NEW BUSINESS
There were no new business items.
ADJOURNMENT
Mayor Sustarsic adjourned the City Council at 7:53 p.m. to Monday, June 8, 2020 at
5:30 p.m. to meet in closed session, if deemed necessary.
______________________
Gloria D. Harper, City Clerk
City of Seal Beach
Approved: ___________________________
Schelly Sustarsic, Mayor
Attested: ______________________
Gloria D. Harper, City Clerk
Agenda Item C
AGENDA STAFF REPORT
DATE:June 8, 2020
TO:Honorable Mayor and City Council
THRU:Jill R. Ingram, City Manager
FROM:Gloria D. Harper, City Clerk
SUBJECT:Approval of the May 28, 2020 City Council Minutes
________________________________________________________________
SUMMARY OF REQUEST:
That the City Council approve the minutes of the Special City Council Budget
Workshop held on May 28, 2020.
BACKGROUND AND ANALYSIS:
This section does not apply.
ENVIRONMENTAL IMPACT:
There is no environmental impact related to this item.
LEGAL ANALYSIS:
No legal analysis is required for this item.
FINANCIAL IMPACT:
There is no financial impact for this item.
STRATEGIC PLAN:
This item is not applicable to the Strategic Plan.
MEASURE BB:
This item is not applicable to Measure BB, the Seal Beach Neighborhood and
Essential Services Protection Measure.
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RECOMMENDATION:
That the City Council approve the minutes of the Special City Council Budget
Workshop held on May 28, 2020.
SUBMITTED BY: NOTED AND APPROVED:
Gloria D. Harper Jill R. Ingram
Gloria D. Harper, City Clerk Jill R. Ingram, City Manager
Prepared by: Dana Engstrom, Deputy City Clerk
ATTACHMENTS:
A. Minutes – Budget Workshop
Seal Beach, California
May 28, 2020
The City Council met in a Special City Council Budget Workshop at 4:05 p.m. via
teleconference.
ROLL CALL
Present: Mayor Sustarsic
Council Members: Kalmick, Massa-Lavitt, Moore, Varipapa
Absent: None
City Staff: Craig A. Steele, City Attorney
Jill R. Ingram, City Manager
Patrick Gallegos, Assistant City Manager
Chief Phillip Gonshak, Seal Beach Police Department
Chief Joe Bailey, Marine Safety Department
Steve Myrter, P.E., Director of Public Works
Iris Lee, Deputy Public Works Director/City Engineer
Les Johnson, Director of Community Development
Kelly Telford, Director of Finance/City Treasurer
Alayna Hoang, Finance Manager
Louis Li, Accountant
Ron Roberts, Orange County Fire Authority
Tim Kelsey, Recreation Manager
Gloria D. Harper, City Clerk
Dana Engstrom, Deputy City Clerk
PUBLIC COMMENTS
Mayor Sustarsic opened public comments. City Clerk Harper announced that two (2)
email communications were received, which were distributed to Council via email and
uploaded to the City’s website. City Clerk Harper read the comments into the record
and indicated that there were no members of the public interested in speaking during
the meeting. Mayor Sustarsic then closed oral communications.
CITY MANAGER REPORT
City Manager Ingram offered comments regarding the Council Strategic Plan meeting in
March where Council and staff discussed the implementation of several enhancements
to the annual budget development process that would provide for greater community
participation, as well as additional enhancements to the actual budget document. Four
days later at the March 9th Council meeting, staff presented the Mid-Year budget review
for this fiscal year that projected a healthy surplus by year-end of approximately $1.1
million dollars. Ten days later, the COVID-19 pandemic became our new reality and
inevitably changed everything, including how we live our lives, our working environment,
and the way we as public servants provide critical services to the community every day.
She indicated that COVID-19 didn’t change our resilience, our determination, and our
commitment to the City, our residents, our business community, our families, and each
other. Priorities completely shifted in a matter of a few days immediately to emergency
preparedness and response, while doing everything possible to protect the community
and employees from the spread of COVID-19. This continues to remain a high priority
today. The devastating impacts of the Stay at Home orders and economic shutdown
required the new Director of Finance/City Treasurer Telford, to analyze multiple revenue
projections after our budget development process had already begun in February,
resulting in the need to reprioritize goals, objectives, and priorities, and therefore the
need for deeper expenditure reductions.
City Manager Ingram acknowledged the Executive Team members that were present on
the Zoom call which are also noted in the roll call section above.
Per the City Manager’s directive, the executive team was charged with presenting
departmental budgets that preserve and maintain the excellent level of service that the
Seal Beach community has become accustomed to, especially over the past few years,
and also maintains and preserves staffing levels to provide those services. And not
only did staff respond specifically and professionally to that directive, but they went even
further. Each department head worked diligently to ensure that their respective
departments had sufficient resources to serve the community at the highest level and
yet worked selflessly with their colleagues on the executive team to make even deeper
expenditure reductions and considerations for the overall health and sustainability of the
City in order to present a balanced budget for next year, without the use of reserves,
during a worldwide public health crisis.
She thanked and commended the executive team and their support staff for working
endless hours, collaboratively and cooperatively, during this unprecedented time. All
while managing the 24-7 impacts of a worldwide public health crisis.
City Manager Ingram thanked the Council for their commitment of time, energy,
guidance, leadership, and especially their unwavering support and patience over the
past several weeks. On behalf of the executive team, she thanked Council for all they
have done throughout this process to support staff during this very challenging time.
Additionally, she thanked and commended the Finance Budget Team: Director of
Finance/City Treasurer Telford, Finance Manager Hoang, and Accountant Li for their
guidance through this unprecedented budget development process.
City Manager Ingram then turned the budget presentation over to Director of
Finance/City Treasurer Telford.
BUDGET WORKSHOP
Director of Finance/City Treasurer Telford provided the 2020-2021 Fiscal Year Budget
and Capital Improvement Budget PowerPoint presentation.
Director of Finance/City Treasurer Telford introduced the item by summarizing the
following: Overview & Goals; General Fund Summary FY 2020/2021 Draft Budget,
Capital Improvement Draft Budget, budget process, revenue projections, Council goals,
financial and budget policies, FY 2020-2021 budget challenges, budget balancing
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approach, FY 2020-2021 General Fund revenues, FY 2020-2021 General Fund
appropriations by category, FY 2020-2021 General Fund balancing measures, Measure
BB uses, FY 2020-2021 fund balance General Fund, supplemental items, proposed CIP
projects by funding source, proposed CIP projects - General Fund, proposed CIP
projects – other funds, 5-year CIP Program, and final takeaways.
Director of Finance/City Treasurer Telford thanked Finance Manager Hoang,
Accountant Li, and the Executive Management Team for all their help with compiling the
budget.
City Manager Ingram thanked staff and expressed how fortunate we are to have
presented the Council with a balanced FY 2020-2021 budget without the use of
reserves especially during this unprecedented time which has undoubtedly been no
small accomplishment. She noted that this budget preserves the level of service that
the community has become accustomed and maintains staffing levels to preserve those
services to the community. The budget also accounts for the Councils goals,
objectives, and priorities in the current Strategic Plan.
Council Members asked questions, offered comments, discussed and received
clarification about the changes during the presentation, and thanked staff for their hard
work in putting the budget together.
ADJOURNMENT
Mayor Sustarsic adjourned the meeting at 7:55 p.m. to Monday, June 8, 2020 at 5:30
pm to meet in closed session if deemed necessary.
Gloria D. Harper, City Clerk
City of Seal Beach
Approved:
Schelly Sustarsic, Mayor
Attested:
Gloria D. Harper, City Clerk
Agenda Item D
AGENDA STAFF REPORT
DATE:June 8, 2020
TO:Honorable Mayor and City Council
THRU:Jill R. Ingram, City Manager
FROM:Gloria D. Harper, City Clerk
SUBJECT:Approval of the June 2, 2020 City Council Minutes
________________________________________________________________
SUMMARY OF REQUEST:
That the City Council approve the minutes of the Closed Session meeting held
on June 2, 2020.
BACKGROUND AND ANALYSIS:
This section does not apply.
ENVIRONMENTAL IMPACT:
There is no environmental impact related to this item.
LEGAL ANALYSIS:
No legal analysis is required for this item.
FINANCIAL IMPACT:
There is no financial impact for this item.
STRATEGIC PLAN:
This item is not applicable to the Strategic Plan.
MEASURE BB:
This item is not applicable to Measure BB, the Seal Beach Neighborhood and
Essential Services Protection Measure.
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RECOMMENDATION:
That the City Council approve the minutes of the Closed Session meeting held
on June 2, 2020.
SUBMITTED BY: NOTED AND APPROVED:
Gloria D. Harper Jill R. Ingram
Gloria D. Harper, City Clerk Jill R. Ingram, City Manager
Prepared by: Dana Engstrom, Deputy City Clerk
ATTACHMENTS:
A. Minutes – Closed Session
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Seal Beach, California
June 2, 2020
The City Council met in Closed Session at 4:35 p.m. via teleconference.
ROLL CALL
Present: Mayor Sustarsic
Council Members: Varipapa, Kalmick, Massa-Lavitt, Moore
Absent: None
City Staff: Craig A. Steele, City Attorney
Jill R. Ingram, City Manager
Patrick Gallegos, Assistant City Manager
Phil Gonshak, Police Chief
Les Johnson, Community Development Director
Gloria D. Harper, City Clerk
ORAL COMMUNICATIONS
Mayor Sustarsic opened oral communications. City Clerk Harper announced that no
email communications were received. Mayor Sustarsic then closed oral
communications.
CLOSED SESSION
A. Conference with Chief of Police and City Attorney regarding potential threats to
the security of public facilities and essential public services posed by the spread
of the COVID-19 virus pursuant to Government Code Section 54957(a).
City Attorney Steele announced that the City Council met in closed session to discuss
the item posted on the agenda and indicated that City Council took no reportable action.
ADJOURNMENT
Mayor Sustarsic adjourned the Closed Session meeting at 5:12 p.m.
Gloria D. Harper, City Clerk
Approved:
Schelly Sustarsic, Mayor
Attested
Gloria D. Harper, City Clerk
Agenda Item F
AGENDA STAFF REPORT
DATE:June 08, 2020
TO:Honorable Mayor and City Council
THRU:Jill R. Ingram, City Manager
FROM:Steve Myrter, P.E., Public Works Director
SUBJECT:Notice of Completion for Tennis Center Roof Repair Project
CIP BG1901
________________________________________________________________
SUMMARY OF REQUEST:
That the City Council adopt Resolution 7034:
1. Accepting the Tennis Center Roof Repair Project (“Project”) CIP BG1901
by Garland/DBS, Inc. in the amount of $366,605; and,
2. Directing the City Clerk to file a “Notice of Completion” with the Orange
County Clerk-Recorder within fifteen (15) days from the date of
acceptance and to release retention 35 days after recordation of the
Notice of Completion contingent upon no claims being filed on the Project.
BACKGROUND AND ANALYSIS:
As part of the Citywide Facility Condition Assessment, dated October 2011, the
Tennis Center buildings original 1970’s roofs were identified to be in poor
condition resulting in interior water damage.
Accordingly, bids were solicited to install a new roofing system for the Tennis
Center’s Clubhouse and Locker Room/ Gym. On September 9 2019, the City
received a responsible and responsive bid from Garland/DBS, Inc. (Garland) in
the amount of $361,199.
On October 28, 2019, the City Council awarded a construction contract to
Garland for the Project in the amount of $361,199, and established a
construction contingency budget of $20,000. A total of $5,406 of the contract
contingency budget was utilized for contract change orders (CCO). These CCOs
were issued as a result of unforeseen conditions encountered when the existing
roofing material was removed. The underlying wood sub-roofing and exterior
siding/roof joint were both in extremely poor condition and thus required more
extensive removal of these items than initially anticipated.
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The Project has been completed to the satisfaction of the City Engineer. The
Project was inspected and meets all standards and requirements within the
Project specifications. It is requested that the City Council formally accept the
Project and direct staff to file a Notice of Completion with the Orange County
Clerk’s Office, and release the retention 35 days after recordation of the Notice of
Completion contingent upon no claims being filed on the Project.
ENVIRONMENTAL IMPACT:
This Project complies with all requirements of the California Environmental
Quality Act (CEQA) and is categorically exempt under Section 15301 Class 1
Subsection (d).
LEGAL ANALYSIS:
The City Attorney has reviewed the resolution and approved as to form.
FINANCIAL IMPACT:
The approved construction contract budget was $381,199. The table below
presents a breakdown of the total Project cost:
Description Amount
Construction $361,199
Contract Change Orders $5,406
Construction Contract Cost $366,605
A $20,000 contract contingency was established at the time of construction
contract award. A total of $5,406 of this contract contingency was utilized for
CCOs during the course of project construction leaving an unspent contract
contingency balance of $14,594.
STRATEGIC PLAN:
This item is not applicable to the Strategic Plan.
MEASURE BB:
This item is not applicable to Measure BB, the Seal Beach Neighborhood and
Essential Services Protection Measure.
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RECOMMENDATION:
That the City Council adopt Resolution 7034:
1. Accepting the Tennis Center Roof Repair Project CIP BG1901 by
Garland/DBS, Inc. in the amount of $366,605; and,
2. Directing the City Clerk to file a “Notice of Completion” with the Orange
County Clerk-Recorder within fifteen (15) days from the date of
acceptance and to release retention 35 days after recordation of the
Notice of Completion contingent upon no claims being filed on the Project.
SUBMITTED BY: NOTED AND APPROVED:
Steve Myrter Jill R. Ingram
Steve Myrter, P.E., Public Works Director Jill R. Ingram, City Manager
Prepared by: Denice Bailey, Assistant Engineer
ATTACHMENTS:
A. Resolution 7034
B. Notice of Completion
RESOLUTION 7034
A RESOLUTION OF THE SEAL BEACH CITY COUNCIL
ACCEPTING COMPLETION OF THE TENNIS CENTER ROOF
REPAIR PROJECT CIP BG1901 AND DIRECTING THE FILING
OF A NOTICE OF COMPLETION FOR THE PROJECT
THE SEAL BEACH CITY COUNCIL DOES HEREBY RESOLVE:
Section 1. The City accepts the completion of the Tennis Center Roof Repair
Project CIP BG1901 (the “Project”) by Garland/DBS, Inc. in the amount of
$366,605 for the work performed.
Section 2. The City Clerk is hereby directed to file a “Notice of Completion” for
the Project with the Orange County Clerk-Recorder within fifteen (15) days of the
date of this resolution and to release retention 35 days after the recordation of
the Notice of Completion contingent upon no claims being filed on the Project.
PASSED, APPROVED AND ADOPTED by the Seal Beach City Council at a
regular meeting held on the 8th day of June 2020 by the following vote:
AYES: Council Members
NOES: Council Members
ABSENT: Council Members
ABSTAIN: Council Members
Schelly Sustarsic, Mayor
ATTEST:
Gloria D. Harper, City Clerk
STATE OF CALIFORNIA }
COUNTY OF ORANGE } SS
CITY OF SEAL BEACH }
I, Gloria D. Harper, City Clerk of the City of Seal Beach, do hereby certify that the
foregoing resolution is the original copy of Resolution 7034 on file in the office of
the City Clerk, passed, approved, and adopted by the City Council at a regular
meeting held on the 8th day of June 2020.
Gloria D. Harper, City Clerk
RECORDING REQUESTED BY
AND WHEN RECORDED MAIL TO
CITY OF SEAL BEACH
Attn: City Clerk
211 - 8th Street
Seal Beach, CA 90740
Space of above this line for Recorder’s use.
*** No Recording Fee Pursuant to Government Code Section 6103, 27383 ****
NOTICE OF COMPLETION
Notice pursuant to Civil Code Section 9204, must be filed within 15 days after completion.
Notice is hereby given that:
1. The undersigned is owner or corporate officer of the owner of the interest or estate stated
below in the property hereinafter described:
2. The full name of the owner is: City of Seal Beach.
3. The address of the owner is: 211 – 8th Street, Seal Beach, CA 90740.
4. The nature of the interest or estate of the owner is: In Fee. The City of Seal Beach.
5. A work of improvement on the property hereinafter is described as substantially completed on
March 09, 2020. The work was Tennis Center Roof Repair Project CIP BG1901.
6. The name of the contractor(s), if any, for such improvement was: Garland/DBS, Inc. The date
of the Contract Award was October 28, 2019.
7. The property on which said work of improvement was completed in the City of Seal Beach,
County of Orange, State of California, and is described as follows: Seal Beach Tennis
Center.
Date: _______________
_________________________________________
Director of Public Works, P.E, City of Seal Beach
Signature of owner or corporate officer of owner
named in paragraph 2 or agent.
VERIFICATION
I, the undersigned, say: the Director of Public Works declarant of the foregoing notice of
completion; have read said notice of completion and know the contents thereof; the same is true
of my own knowledge.
I declare under penalty of perjury the foregoing is true and correct.
Executed on _____________________, 2020, at Seal Beach, California.
(Date of Signature)
_________________________________________
Director of Public Works, City of Seal Beach
Agenda Item G
AGENDA STAFF REPORT
DATE: June 8, 2020
TO: Honorable Mayor and City Council
THRU: Jill R. Ingram, City Manager
FROM: Steve Myrter, P.E. , Public Works Director
SUBJECT: Notice of Completion for Pier Improvement Project CIP
BP1002, Approving Amendment 1 to the Professional
Services Agreement with Moffatt & Nichol Engineers , and
Approving Amendment 1 to the Professional Services
Agreement with AKM Consulting Engineers
________________________________________________________________
SUMMARY OF REQUEST:
That the City Council adopt Resolution 7035:
1. Accepting the Pier Improvements Project CIP BP1002 by John S. Meek
Company, Inc. in the amount of $7,177,580.46; and,
2. Directing the City Clerk to file a “Notice of Completion” for the John S.
Meek Company, Inc. contract with the Orange County Clerk-Recorder
within fifteen (15) days from the date of acceptance and to release
retention 35 days after recordation of the Notice of Completion contingent
upon no claims being filed on the Project; and,
3. Approving and authorizing the City Manager to execute Amendment 1 to
the Professional Services Agreement with Moffatt & Nichol En gineers
(M&N) to extend the agreement term for an additional 12 months; and,
4. Approving and authorizing the City Manager to execute Amendment 1 to
the Professional Services Agreement with AKM Consulting Engineers
(AKM) to extend the agreement term for an additional 12 months.
BACKGROUND AND ANALYSIS:
Project Bid Award and Construction:
On June 25, 2018, City Council awarded a construction contract to John S. Meek
Company, Inc. (Meek) in the amount of $7,178,648 for the Pier Improvements
Project. The project included reinforcement, repair, and/or replacement of
damaged or dilapidated piles, pile caps, stringers, cross bracing and ancillary
hardware; installation of new Greenheart decking, installation of a new fire line
and domestic water line, demolition and replacement of the existing sewer pump
station, a new electrical distribution system, and new hand railing and
refurbishment of the existing pier lighting. Some improvements are attributed to
the May 2016 pier fire, and others were related to aging infrastructure.
Table 1 below details the overall estimated project construction phase cost
breakdown at the time of construction contract award.
Table 1
Overall Estimated Project Costs by Phases
Project Phase Total Costs
ENGINEERING & DESIGN: $ 155,121
Sub-Total: $ 155,121
PROJECT CONSTRUCTION:
Construction Contract $7,178,648
Construction Contract Contingency (5%) $ 358,933
Const. Management/Insp. Services $ 596,220
“Engineer(s) of Record” Services $ 100,060
Sub Total: $8,233,861
Total Estimated Project Cost (all phases): $8,388,982
The City and the City’s insurance carrier identified the responsible party for the
cost of each of the construction bid items depending on fire damage versus
replacement of aging infrastructure that was not related to the fire event. At the
completion of this assessment, it was mutually agreed that the City would be
responsible for 42.79 percent of all project related construction costs, while the
insurance carrier would be responsible for 57.21 percent, based upon the value
of the individual construction contract bids items at the time of award. It was
understood that as the project proceeded through construction, the scope of work
could change slightly, thus requiring minor adjustments to the contribution ratio
between the City and insurance carrier; potentially higher or lower than the
original assessment.
Table 2 presents the total Project construction phase costs based on the agreed-
upon project construction contribution ratio between the City‘s cost responsibility
and the insurance carrier’s cost responsibility at the time of the award of the
construction contract.
Table 2
Estimated Project Construction Phase Costs / Contribution Ratio
(At time of Contract Award)
Contract Description
Total
Contract
Costs
(Award
Amount)
City Cost
Responsibility
(42.79%)
Insurance
Cost
Responsibility
(57.21%)
John S. Meek Company – total of construction contract base bid
Items submitted as part of the construction bid
$7,178,648.00
$3,071,743.48
$4,106,904.52
Construction Contract Contingency – A total of 5% of total
construction contract award amount is included under this item
$358,933.00
$153,587.43
$205,345.57
Simplus Management - Construction Management and Inspection -
professional services agreement (PSA)
$596,220.00
$255,122.54
$341,097.46
Moffatt & Nichol – Engineer of Record / construction support
services (PSA)
$74,000.00
$31,664.60
$42,335.40
AKM Consultants - Engineer of Record / construction support
services for utilities (PSA)
$26,060.00
$11,151.07
$14,908.93
Construction Phase - Total Project Costs:
(excluding design, environmental and permitting costs)
$8,233,861.00 3,523,269.12 $4,710,591.88
Construction began on September 4, 2018, and was completed roughly 9 months
later in May 2019 with the final punch list items completed shortly afterwards.
The major Project scope items that were completed during the course of
construction included the following:
Complete replacement of the Pier’s aging electrical system, including
relocation of the main Southern California Edison Transformer from the end of
the pier to the 10th Street parking lot, as well as several miles of new electrical
conduit.
Refurbished pier lighting with new globes and energy efficient LED lights.
Installation of a new potable water line serving the pier and pier amenities
including the public restrooms, beach showers, and the newly replaced
drinking fountain.
Complete reconstruction of the fire line servicing the pier including installation
of a new stainless steel fire water line to ensure longevity and reliability given
the harsh marine environment, as well as system upgrades to ensure the fire
service line meets all current Orange County Fire Authority codes.
Installation of a new sewer forcemain with an under deck vault for a future
sewer pump.
Installation of new fiber optic communication lines out to Zero Tower, as well
as a new service connection for all lifeguard beach towers.
Installation of new galvanized cylindrical top hand railing along the entire
length of the pier.
Completion of the final phase of the City’s Greenheart hardwood pier
redecking project.
Completion of structural repairs to the pier’s underlying structure and
structural elements that were damaged due to the fire in May 2016.
Also, it should be noted that the end of the pier was reconstructed with an open
deck throughout. However, the replacement of the damaged underlying pier
structure and the supporting dry and wet utilities were designed to accommodate
placement of a new restaurant structure should that option be implemented
sometime in the future. As such, not all the dry/wet utilities that would ultimately
be required to accommodate placement of a restaurant were constructed as part
of this Project. Staff determined that since there was no firm date at this time for
placement of a restaurant, coupled with the harsh marine environment that would
degrade these improvements over time, it would not be prudent to install these
items until they would be needed. The contract bid items specific to placement of
a restaurant that were not installed include the sewer pump station
mechanical/controls equipment and the copper electrical cabling that would have
been dedicated to the sewer pump station and future restaurant (the conduits
were installed). The value of the bid items are included in the City’s insurance
claim and the City will be reimbursed for the value of these items.
Contract Close-out
As anticipated, the pier was opened up to the public on May 24, 2019, and the
City held a grand opening ceremony on July 22, 2019.
The City’s construction management team and Meek have been working closely
together since completion of the Project construction phase to compile the
required Project contract close-out documents. With construction being complete,
the two engineering consultants of record, M&N and AKM can begin the “As-
Built” drawings for the Project, which are essential prior to formal Project close-
out. These are the project construction drawings that are redrafted to incorporate
and document all project design changes/revisions that occurred during course of
construction. Each consulting engineering firm has a Professional Service
Agreement (PSA) with the City that covered design work, construction support
services and project close out services. However, both of their PSA’s terms
ended in September 2019 and staff is recommending that the AKM PSA and the
M&N PSA be amended to extend their respective terms by an additional 12
months to allow completion of the As-Built drawings. The project close out cost
for these services have already been accounted for in the construction phase
costs; therefore, the contract extensions for AKM and M&N are only for extending
their respective contract terms.
The construction phase of the Project has been completed to the satisfaction of
the Director of Public Works. The Project was inspected and meets all standards
and requirements within the Project specifications. It is requested that the City
Council formally accept the construction phase of the Project and direct staff to
file a Notice of Completion with the Orange County Clerk’s Office, and release
the retention for Meek 35 days after recordation of the Notice of Completion
contingent upon no claims being filed on the Project.
As previously summarized in Table 1 and Table 2, a t the time of the Construction
Contract award on June 25, 2018, the estimated construction phase costs for this
project were expected to total $8,233,861 with an estimated contribution ratio of
42.79 percent of this total project construction phase costs being paid by the City
and 57.21 percent being paid by the insurance carrier.
Table 3 provides the estimated Project construction costs including the final
contribution ratios between the City and the insurance carrier as of today. As
shown, the final project allocation of costs at the conclusion of the project
resulted in a slightly higher contribution costs ratio for the City from 42.79 percent
to 45.10 percent with a corresponding reduction in the insurance carrier cost
responsibility from 57.21 percent to 54.90 percent.
Table 3
Project Construction Phase Costs / Contribution Ratio
(At Completion of Construction)
Contract Description
Total
Estimated
Final
Contract
Costs
City Cost
Responsibility
(45.10%)
Insurance
Cost
Responsibility
(54.90%)
John S. Meek Company – total of construction contract base
bid Items and all change orders included
$7,177,580.46
$3,237,088.79
$3,940,491.67
Construction Miscellaneous – Costs associated with the
project, not considered a part of the contract with Meek
Company
$ 42,587.63
$19,207.02
$23,380.61
Simplus Management - Construction Management and
Inspection - professional services agreement (PSA)
$705,257.66
$318,071.20
$387,186.46
Moffatt & Nichol – Engineer of Record / construction support
services (PSA) (Estimated)
$70,000.00
$31,570.00
$38,430.00
AKM Consultants - Engineer of Record / construction support
services for utilities (PSA) (Estimated)
$10,000.00
$4,510.00
$5,490.00
Construction Phase - Total Project Costs:
(excluding design, environmental and permitting costs)
$8,005,425.75 3,610,447.01 $4,394,978.74
A project of this complexity often requires scope changes during the course of
construction. Once a particular needed scope change is identified, a Contract
Change Order (CCO) is issued to implement the required contract scope
change. A total of 31 CCO’s were issued for the Meek contract during the course
of construction including a total of five (5) deductive CCO’s resulting in a total
decrease of $835,663.91 from the initial construction contract award amount and
a total of 26 additive CCO’s that resulted in an increase of $834,596.37 to the
initial construction contract award amount. As shown in Table 4, the total value
of the CCO’s issued during the construction of this Project resulted in a contract
cost net decrease of $1,067.54.
Table 4:
Meek Contract Change Orders Summary
PROJECT CONSTRUCTION CONTRACT (Meek)
Initial Construction Contract Award Amount: $ 7,178,648.00
Total Additive Contract Change Orders: $ 834,596.37
Total Deductive Contract Change Orders: $<835,663.91>
Total Contractor Construction Cost: $7,177,580.46
Final Insurance Reimbursement
Coordination with the insurance carrier has been ongoing with staff submitting
reimbursement requests to the insurance carrier on a regular basis throughout
the course of this Project. Once all of the final construction contract payments
have been made to John S. Meek Company, AKM , and M&N, the City will submit
a final reimbursement request to the insurance carrier. In addition to fully
reimbursing the City for the final Project construction cost, the insurance carrier
will also be including a separate reimbursement for the value of the two
construction bid items (the Sewer Pump Station mechanical/controls equipment
and a portion of the electrical cabling) since the installation of these items was
deferred to some future date pending placement of a new restaurant structure at
the end of the pier.
Staff worked closely with the insurance carrier to determine a fair market value
for the furnishing and installation of the above mentioned construction bid items
that were deferred pending potential construction of a restaurant sometime in the
future. In the end, it was agreed that these construction bid items would be
included as part of the Project bid documents to establish a true competitively bid
price for each of the items. These individual construction bid item prices would
then be utilized to establish reasonable compensation to the City for the cost of
these bid items regardless of whether they were constructed at this time o r
installed at some future date. The insurance carrier has stated that this portion of
the final reimbursement can be set aside for a future construction project
should/when a restaurant be constructed at the end of the pier at some future
date.
ENVIRONMENTAL IMPACT:
The City previously carried out a comprehensive Initial Study /Mitigated Negative
Declaration (the “IS/MND”) to assess the potential environmental effects of the
pier repairs pursuant to the California Environmental Quality Act, (“CEQA”), an d
the State CEQA Guidelines (California Code of Regulations, Title 14, Sections
15000 et seq.) (The “Guidelines”), and adopted Resolution 6736 on May 22,
2017, adopting the Final IS/MND and Mitigation Monitoring and Reporting
Program for the project.
LEGAL ANALYSIS:
The City Attorney has reviewed the resolution and Professional Service
Agreement Amendments and approved as to form.
FINANCIAL IMPACT:
The total estimated Project cost for construction are $8,005,425.75. The City’s
insurance carrier is responsible for 54.90% of this overall construction cost which
amounts to approximately $4,394,978.74. Staff is currently working with the
insurance carrier seeking reimbursement of these funds.
The City is responsible for $3,610,447.01 or 45.10% of the overall Project
construction costs in accordance with the agreed Project cost contribution ratio.
Of this total amount approximately $1,177,000 has been paid out of the Water
Capital Fund, approximately $172,000 has been paid out of the Sewer Capital
Fund, and approximately $2,261,000 was paid out of Tidelands Funds.
STRATEGIC PLAN:
This item is directly related to the City Council’s three-year goal to improve and
maintain the infrastructure and facilities of the City, more specifically, the
restoration of the pier.
MEASURE BB:
This item is not applicable to Measure BB, the Se al Beach Neighborhood and
Essential Services Protection Measure.
RECOMMENDATION:
That the City Council adopt Resolution 7035:
1. Accepting the Pier Improvements Project CIP BP1002 by John S. Meek
Company, Inc. in the amount of $7,177,580.46; and,
2. Directing the City Clerk to file a “Notice of Completion” for the John S.
Meek Company, Inc. contract with the Orange County Clerk-Recorder
within fifteen (15) days from the date of acceptance and to release
retention 35 days after recordation of the Notice of Completion contingent
upon no claims being filed on the Project; and,
3. Approving and authorizing the City Manager to execute Amendment 1 to
the Professional Services Agreement with Moffatt & Nichol Engineers
(M&N) to extend the agreement term for an additional 12 months; and,
4. Approving and authorizing the City Manager to execute Amendment 1 to
the Professional Services Agreement with AKM Consulting Engineers
(AKM) to extend the agreement term for an additional 12 months.
SUBMITTED BY: NOTED AND APPROVED:
Steve Myrter Jill R. Ingram
Steve Myrter, P.E. , Public Works
Director
Jill R. Ingram, City Manager
Prepared by: David Spitz, P.E. Associate Engineer
ATTACHMENTS:
A. Resolution 7035
B. Notice of Completion
C. Amendment 1 to AKM PSA
D. AKM PSA
E. Amendment 1 to Moffatt & Nichol PSA
F. Moffatt & Nichol PSA
RESOLUTION 7035
A RESOLUTION OF THE SEAL BEACH CITY COUNCIL
APPROVING AND AUTHORIZING THE CITY MANAGER TO
EXECUTE AMENDMENT 1 TO PROFESSIONAL SERVICE
AGREEMENT WITH AKM CONSULTING ENGINEERS AND TO
THE PROFESSIONAL SERVICES AGREEMENT WITH MOFFATT
& NICHOL AND ACCEPTING COMPLETION OF THE PIER
IMPROVEMENTS PROJECT BP1002 AND DIRECTING THE
FILING OF A NOTICE OF COMPLETION FOR THE PROJECT
WHEREAS, On June 25, 2018 the City Council awarded a construction
contract for the Pier Improvements Project BP1002 to John S. Meek Company ,
Inc. in the amount of $7,178,648; and
WHEREAS, on April 23, 2018, the City Council approved a Professional
Services Agreement (AKM PSA) for Construction Support Services (Services) for
the Pier Improvements Project BP1002 (Project) with AKM Consulting Engineers
(AKM) in the amount of $26,060 in effect until September 30, 2019.
WHEREAS, on April 23, 2018, the City Council approved a Professional
Services Agreement (M&N PSA) for Construction Support Services (Services) for
the Pier Improvements Project BP1002 (Project) with Moffatt & Nichol (M&N) in
the amount of $74,000 in effect until September 30, 2019.
THE SEAL BEACH CITY COUNCIL DOES HEREBY RESOLVE:
Section 1. Approval and Authorization of Amendment 1 with AKM Consulting
Engineers.
A. The City of Seal Beach hereby approves that certain Amendment 1
dated May 26, 2020 to the AKM PSA dated April 23, 2018 between the City of
Seal Beach and AKM for Services to increase Consultant’s term by 12 Months
for services required in connection with AKM PSA Amendment 1 to the AKM
PSA, for a revised term effective until September 30, 2020 for the AKM PSA and
AKM PSA Amendment 1, attached hereto as Exhibit “A” and incorporated herein
by this reference as though set forth in full.
B. The City Council hereby authorizes the City Manager to execute
the AKM PSA Amendment 1.
Section 2. Approval and Authorization of Amendment 1 with Moffatt & Nichol.
A. The City of Seal Beach hereby approves that certain Amendment 1
dated May 26, 2020 to the M&N PSA dated April 23, 2018 between the City of
Seal Beach and M&N for Services to increase Consultant’s term by 12 Months
for services required in connection with M&N PSA Amendment 1 to the M&N
PSA, for a revised term effective until September 30, 2020 for the M&N PSA and
M&N PSA Amendment 1, attached hereto as Exhibit “B” and incorporated herein
by this reference as though set forth in full.
B. The City Council hereby authorizes the City Manager to execute
the M&N PSA Amendment 1.
Section 3. The City accepts the completion of the Pier Improvements Project
BP1002 by John S. Meek Company, Inc. in the amount of $7,177,580.46 for the
work performed.
Section 4. The City Clerk is hereby directed to file a “Notice of Completion” for
the Project with the Orange County Clerk-Recorder within fifteen (15) days of the
date of this resolution and to release retention 35 days after the filing of the
Notice of Completion.
PASSED, APPROVED AND ADOPTED by the Seal Beach City Council at a
regular meeting held on the 8th day of June 2020 by the following vote:
AYES: Council Members
NOES: Council Members
ABSENT: Council Members
ABSTAIN: Council Members
Schelly Sustarsic, Mayor
ATTEST:
Gloria D. Harper, City Clerk
STATE OF CALIFORNIA }
COUNTY OF ORANGE } SS
CITY OF SEAL BEACH }
I, Gloria D. Harper, City Clerk of the City of Seal Beach, do hereby certify that the
foregoing resolution is the original copy of Resolution 7035 on file in the office of
the City Clerk, passed, approved, and adopted by the City Council at a regular
meeting held on the 8th day of June 2020.
Gloria D. Harper, City Clerk
RECORDING REQUESTED BY
AND WHEN RECORDED MAIL TO
CITY OF SEAL BEACH
Attn: City Clerk
211 - 8th Street
Seal Beach, CA 90740
Space of above this line for Recorder’s use.
*** No Recording Fee Pursuant to Government Code Section 6103, 27383 ****
NOTICE OF COMPLETION
Notice pursuant to Civil Code Section 9204, must be filed within 15 days after completion.
Notice is hereby given that:
1. The undersigned is owner or corporate officer of the owner of the interest or estate stated
below in the property hereinafter described:
2. The full name of the owner is: City of Seal Beach.
3. The address of the owner is: 211 – 8th Street, Seal Beach, CA 90740.
4. The nature of the interest or estate of the owner is: In Fee. The City of Seal Beach.
5. A work of improvement on the property hereinafter is described as substantially completed on
May 24, 2019. The work was Pier Improvements Project BP1002.
6. The name of the contractor(s), if any, for such improvement was: John S. Meek Company,
Inc.. The date of the Contract Award was June 25, 2018.
7. The property on which said work of improvement was completed in the City of Seal Beach,
County of Orange, State of California, and is described as follows: City of Seal Beach
Municipal Pier.
Date: _______________
_________________________________________
Director of Public Works, P.E, City of Seal Beach
Signature of owner or corporate officer of owner
named in paragraph 2 or agent.
VERIFICATION
I, the undersigned, say: the Director of Public Works declarant of the foregoing notice of
completion; have read said notice of completion and know the contents thereof; the same is true
of my own knowledge.
I declare under penalty of perjury the foregoing is true and correct.
Executed on _____________________, 2020, at Seal Beach, California.
(Date of Signature)
_________________________________________
Director of Public Works, City of Seal Beach
PROFESSIONAL SERVICES AGREEMENT
For
Construction Support Services, Pier Improvements
Project No. BP1002
Between
City of Seal Beach
211 - 8th Street
Seal Beach, CA 90740
0
AKM Consulting Engineers
553 Wald
Irvine, CA 92618
949) 753 -7333 - Phone
949) 753 -7320 - Fax
This Professional Services Agreement ( "the Agreement ") is made as of April 23, 2018
the "Effective Date "), by and between AKM Consulting Engineers ( "Consultant "), a
California Corporation, and the City of Seal Beach ( "City'), a California charter city,
collectively, "the Parties ").
RECITALS
A. City desires certain professional services for construction support
services, in the manner set forth herein and more particularly described in
Section 1.
B. Consultant represents that it is qualified and able, by virtue of experience,
training, education, and expertise, to provide City with the services required by
this Agreement in a good and professional manner, and it desires to provide such
services as provided herein. The City enters into this Agreement in reliance on
those representations.
C. City desires to retain Consultant and Consultant desires to serve City to
perform those services in accordance with the terms and conditions of this
Agreement.
NOW THEREFORE, in consideration of the Parties' performance of the
promises, covenants, and conditions stated herein, the Parties hereto agree as
follows.
AGREEMENT
1.0 Scope of Services
1.1. Consultant shall provide those services ( "Services') set forth in the
attached Exhibit A (Request for Proposals) and Exhibit B (Consultant's Proposal,
dated March 15, 2018), which are hereby incorporated by this reference. To the
extent that there is any conflict between Exhibit A and /or Exhibit B, and this
Agreement, this Agreement shall control.
1.2. Consultant shall perform all Services under this Agreement in
accordance with the standard of care generally exercised by like professionals
under similar circumstances and in a manner reasonably satisfactory to City.
1.3. In performing this Agreement, Consultant shall comply with all
applicable provisions of federal, state, and local law.
1.4. As a material inducement to City to enter into this Agreement,
Consultant hereby represents that it has the experience necessary to undertake
the Services to be provided. In light of such status and experience, Consultant
hereby covenants that it shall follow the customary professional standards in
performing all Services. The City relies upon the skill of Consultant, and
Consultant's staff, if any, to do and perform the Services in a skillful, competent,
and professional manner, and Consultant and Consultant's staff, shall perform
the Services in such manner. Consultant shall, at all times, meet or exceed any
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and all applicable professional standards of care. The acceptance of Consultant's
work by the City shall not operate as a release of Consultant from such standard
of care and workmanship.
1.5. By executing this Agreement, Consultant represents that, to the
extent required by the standard of practice, Consultant (a) has investigated and
considered the scope of Services to be performed, (b) has carefully considered
how the Services should be performed, and (c) understands the facilities,
difficulties and restrictions attending performance of the Services under this
Agreement.
1.6. Consultant will not be compensated for any work performed not
specified in the Scope of Services unless the City authorizes such work in
advance and in writing. The City Manager may authorize extra work to fund
unforeseen conditions up to the amount approved at the time of award by the
City Council. Payment for additional work in excess of this amount requires prior
City Council authorization.
2.0 Term
This term of this Agreement shall commence as of the Effective Date and shall
continue until September 30, 2019 unless previously terminated as provided by
this Agreement.
3.0 Consultant's Compensation
City will pay Consultant in accordance with the hourly rates shown on the fee
schedule set forth in Exhibit B, attached hereto and incorporated herein by
reference, for Services but in no event will the City pay more than $26,060
twenty -six thousand sixty dollars). Any additional work authorized by the City
pursuant to Section 1.6 will be compensated in accordance with the fee schedule
set forth in Exhibit B.
4.0 Method of Payment
4.1. Consultant shall submit to City monthly invoices for all services
rendered pursuant to this Agreement. Such invoices shall be submitted within 15
days of the end of the month during which the services were rendered and shall
describe in detail the services rendered during the period, the days worked,
number of hours worked, the hourly rates charged, and the services performed
for each day in the period. City will pay Consultant all undisputed fees within 30
days of receiving Consultant's invoice. City will not withhold any applicable
federal or state payroll taxes and other required taxes, or other authorized
deductions from payments made to Consultant for services performed under this
Agreement.
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4.2. Upon 24 -hour notice from City, Consultant shall allow City or City's
agents or representatives to inspect at Consultant's offices during reasonable
business hours all records, invoices, time cards, cost control sheets and other
records maintained by Consultant in connection with this Agreement. City's
rights under this Section 4.2 shall survive for two years following the termination
of this Agreement.
5.0 Termination
5.1. This Agreement may be terminated by City, without cause, or by
Consultant based on reasonable cause, upon giving the other party written notice
thereof not less than 30 days prior to the date of termination.
5.2. This Agreement may be terminated by City upon 10 days' notice to
Consultant if Consultant fails to provide satisfactory evidence of renewal or
replacement of comprehensive general liability insurance as required by this
Agreement at least 20 days before the expiration date of the previous policy.
5.3. Notice of termination shall be given in accordance with Section 7.0.
6.0 Party Representatives
6.1. The City Manager is the City's representative for purposes of this
Agreement.
6.2. John Loague, P.E. is the Consultant's primary representative for
purposes of this Agreement. Consultant may not change its representative
without prior written approval of City, which approval shall not be unreasonably
withheld.
7.0 Notices
7.1. All notices permitted or required under this Agreement shall be
deemed made when personally delivered or when mailed 48 hours after deposit
in the United States Mail, first class postage prepaid and addressed to the party
at the following addresses:
To City: City of Seal Beach
211 -8th Street
Seal Beach, California 90740
Attn: City Manager
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To Consultant: AKM Consulting Engineers
553 Wald
Irvine, CA 92618
Attn: John Loague, P.E.
7.2. Actual notice shall be deemed adequate notice on the date actual
notice occurred, regardless of the method of service.
8.0 Personnel
Consultant has or shall secure, at its own expense, all personnel required to
perform all services under this Agreement. Any person who performs any of the
services shall possess the qualifications, permits, and licenses required by state
and local law to perform such services.
9.0 Independent Contractor
9.1. Consultant is and shall at all times remain an independent
contractor and not an employee of the City. All services provided pursuant to this
Agreement shall be performed by Consultant or under its supervision.
Consultant will determine the means, methods, and details of performing the
services. Any additional personnel performing services under this Agreement on
behalf of Consultant shall also not be employees of City and shall at all times be
under Consultant's exclusive direction and control. Consultant shall pay all
wages, salaries, and other amounts due such personnel in connection with their
performance of services under this Agreement and as required by law.
Consultant shall be responsible for all reports and obligations respecting such
additional personnel, including, but not limited to: social security taxes, income
tax withholding, unemployment insurance, disability insurance, and workers'
compensation insurance. Consultant shall be solely responsible for the
satisfactory work performance of all personnel engaged in performing the
services and compliance with the customary professional standards.
9.2. To the fullest extent permitted by law, Consultant shall defend (with
legal counsel acceptable to the City, whose consent shall not be unreasonably
withheld), indemnify and hold harmless City and its elected officials, officers,
employees, servants, designated volunteers, and agents serving as independent
contractors in the role of City officials, from any and all liability, damages, claims,
costs and expenses of any nature to the extent arising from Consultant's
personnel practices. City shall have the right to offset against the amount of any
fees due to Consultant under this Agreement any amount due to City from
Consultant as a result of Consultant's failure to promptly pay to City any
reimbursement or indemnification arising under this Section. Consultant's
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defense and indemnification obligations under this Section are in addition to the
Consultant's defense and indemnification obligations of Section 14.0.
10.0 Subcontractors
No portion of this Agreement shall be subcontracted without the prior written
approval of the City. Consultant is fully responsible to City for the performance of
any and all subcontractors.
11.0 Assignment
Consultant shall not assign or transfer any interest in this Agreement whether by
assignment or novation, without the prior written consent of City. Any purported
assignment without such consent shall be void and without effect.
12.0 Inspection and Audit of Records
Consultant shall maintain complete and accurate records with respect to all
services and other matters covered under this Agreement, including but
expressly not limited to, all services performed, salaries, wages, invoices, time
cards, cost control sheets, costs, expenses, receipts and other records with
respect to this Agreement. Consultant shall maintain adequate records on the
services provided in sufficient detail to permit an evaluation of all services in
connection therewith. All such records shall be clearly identified and readily
accessible. At all times during regular business hours, Consultant shall provide
City with free access to such records, and the right to examine and audit the
same and to make copies and transcripts as City deems necessary, and shall
allow inspection of all program data, information, documents, proceedings and
activities and all other matters related to the performance of the services under
this Agreement. Consultant shall retain all financial and program service records
and all other records related to the services and performance of this Agreement
for at least three (3) years after expiration, termination or final payment under this
Agreement, whichever occurs later. City's rights under this Section 12.0 shall
survive for three (3) years after expiration, termination or final payment under this
Agreement, whichever occurs later.
13.0 Insurance
13.1. Consultant shall not commence work under this Agreement until it
has provided evidence satisfactory to the City that Consultant has secured all
insurance required under this Section. Consultant shall furnish City with original
certificates of insurance and endorsements effecting coverage required by this
Agreement on forms satisfactory to the City. The certificates and endorsements
for each insurance policy shall be signed by a person authorized by that insurer
to bind coverage on its behalf, and shall be on forms provided by the City if
requested. All certificates and endorsements shall be received and approved by
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the City before work commences. The City reserves the right to require
complete, certified copies of all required insurance policies, at any time.
13.2. Consultant shall, at its expense, procure and maintain for the
duration of the Agreement, insurance against claims for injuries to persons or
damages to property that may arise from or in connection with the performance
of this Agreement. Insurance is to be placed with insurers with a current A.M.
Best's rating no less than A:VIII, licensed to do business in California, and
satisfactory to the City. Coverage shall be at least as broad as the latest version
of the following: (1) General Liability: Insurance Services Office Commercial
General Liability coverage (occurrence form CG 0001); (2) Automobile Liability:
Insurance Services Office Business Auto Coverage form number CA 0001, code
1 (any auto); (3) Employers Liability and Workers' Compensation Insurance;
and, if required by the City, (4) Professional Liability. Consultant shall maintain
limits no less than: (1) General Liability: $2,000,000 per occurrence for bodily
injury, personal injury and property damage and if Commercial General Liability
Insurance or other form with a general aggregate limit is used, either the general
aggregate limit shall apply separately to this Agreement/location or the general
aggregate limit shall be twice the required occurrence limit; (2) Automobile
Liability: $1,000,000 per accident for bodily injury and property damage; (3)
Employer's Liability: $1,000,000 per accident and in the aggregate for bodily
injury or disease and Workers' Compensation in the amount required by law; and
4) Professional Liability: $1,000,000 per claim /aggregate.
13.3. The insurance policies shall contain the following provisions, or
Consultant shall provide endorsements on forms supplied or approved by the
City to state: (1) coverage shall not be suspended, voided, reduced or canceled
except after 30 days prior written notice by certified mail, return receipt
requested, has been given to the City; (2) any failure to comply with reporting or
other provisions of the policies, including breaches of warranties, shall not affect
coverage provided to the City, its directors, officials, officers, (3) coverage shall
be primary insurance as respects the City, its directors, officials, officers,
employees, agents and volunteers, or if excess, shall stand in an unbroken chain
of coverage excess of the Consultant's scheduled underlying coverage and that
any insurance or self- insurance maintained by the City, its directors, officials,
officers, employees, agents and volunteers shall be excess of the Consultant's
insurance and shall not be called upon to contribute with it; (4) for general liability
insurance, that the City, its directors, officials, officers, employees, agents and
volunteers shall be covered as additional insureds with respect to the services or
operations performed by or on behalf of the Consultant, including materials, parts
or equipment furnished in connection with such work; and (5) for automobile
liability, that the City, its directors, officials, officers, employees, agents and
volunteers shall be covered as additional insureds with respect to the ownership,
operation, maintenance, use, loading or unloading of any auto owned, leased,
hired or borrowed by the Consultant or for which the Consultant is responsible.
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13.4. All insurance required by this Section shall contain standard
separation of insureds provisions and shall not contain any special limitations on
the scope of protection afforded to the City, its directors, officials, officers,
employees, agents, and volunteers.
13.5. Any deductibles or self- insured retentions shall be declared to and
approved by the City. Consultant guarantees that, at the option of the City,
either: (1) the insurer shall reduce or eliminate such deductibles or self- insured
retentions as respects the City, its directors, officials, officers, employees,
agents, and volunteers; or (2) the Consultant shall procure a bond guaranteeing
payment of losses and related investigation costs, claims and administrative and
defense expenses.
14.0 Indemnification, Hold Harmless, and Duty to Defend
Consultant and the City agree that the City, its employees, agents and
officials should, to the fullest extent permitted by law, be fully protected from any
loss, injury, damage, claim, liability, lawsuit, cost, expense, attorneys' fees,
litigation costs, defense costs, court costs and /or any other cost arising out of or
in any way related to the performance of this Agreement. Accordingly, the
provisions of this indemnity provision are intended by the Parties to be
interpreted and construed to provide the fullest protection possible under the law
to the City and the Indemnitees. Consultant acknowledges that the CITY would
not have entered into this Agreement in the absence of the commitment of the
Consultant to indemnify and protect the City and the Indemnitees, as set forth in
this Agreement.
14.1 Indemnity for Design Professional Services and Other Professional
Services. To the fullest extent permitted by law, Consultant shall, at its sole cost
and expense, indemnify and hold harmless the City, its elected officials, officers,
attorneys, agents, employees, designated volunteers, successors, assigns and
those City agents serving as independent contractors in the role of City officials
collectively " Indemnitees" in this Section 14.0), from and against any and all
damages, costs, expenses, liabilities, claims, demands, causes of action,
proceedings, judgments, penalties, liens, and losses of any nature whatsoever,
including fees of accountants and other professionals, and all costs associated
therewith, and reimbursement of attorneys' fees and costs of defense
collectively "Claims'), whether actual, alleged or threatened, which arise out of,
pertain to, or relate to, in whole or in part, the negligence, recklessness or willful
misconduct of Consultant, and /or its officers, agents, servants, employees,
subcontractors, contractors or their officers, agents, servants or employees (or
any entity or individual that Consultant shall bear the legal liability thereof) in the
performance of design professional services under this Agreement by a "design
professional," as the term is defined under California Civil Code § 2782.8(c), or in
the performance of other professional services under this Agreement. Any
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Claims arising out of design professional services shall be on a reimbursement
basis. Notwithstanding the foregoing and as required by Civil Code § 2782.8(a),
in no event shall the cost to defend the Indemnitees that is charged to Consultant
exceed Consultant's proportionate percentage of fault.
14.2 Other Indemnities. Other than in the performance of professional
services, and to the fullest extent permitted by law, Consultant shall, at its sole
cost and expense, protect, defend, hold harmless and indemnify the Indemnitees
from and against any and all damages, costs, expenses, liabilities, claims,
demands, causes of action, proceedings, judgments, penalties, liens and losses
of any nature whatsoever, including fees of accountants, attorneys and other
professionals, and all costs associated therewith, and the payment of all
consequential damages (collectively "Damages "), in law or equity, whether
actual, alleged or threatened, which arise out of, pertain to, or relate to the acts
or omissions of Consultant, its officers, agents, servants, employees,
subcontractors, materialmen, suppliers, or contractors, or their officers, agents,
servants or employees (or any entity or individual that Consultant shall bear the
legal liability thereof) in the performance of this Agreement, including the
Indemnitees' active or passive negligence, except for Damages arising from the
sole negligence or willful misconduct of the Indemnitees, as determined by final
arbitration or court decision or by the agreement of the Parties. Consultant shall
defend the Indemnitees in any action or actions filed in connection with any
Damages with counsel of the Indemnitees' choice, and shall pay all costs and
expenses, including all attorneys' fees and experts' costs actually incurred in
connection with such defense. Consultant shall reimburse the Indemnitees for
any and all legal expenses and costs incurred by the Indemnitees in connection
therewith.
14.3 Subcontractor Indemnification. Consultant shall obtain executed
indemnity agreements with provisions identical to those in this Section 14.0 from
each and every subcontractor or any other person or entity involved by, for, with
or on behalf of Consultant in the performance of this Agreement. If Consultant
fails to obtain such indemnities, Consultant shall be fully responsible and
indemnify, hold harmless and defend the Indemnitees from and against any and
all Claims in law or equity, whether actual, alleged or threatened, which arise out
of, are claimed to arise out of, pertain to, or relate to the acts or omissions of
Consultant's subcontractor, its officers, agents, servants, employees,
subcontractors, materialmen, contractors or their officers, agents, servants or
employees (or any entity or individual that Consultant's subcontractor shall bear
the legal liability thereof) in the performance of this Agreement, including the
Indemnitees' active or passive negligence, except for Claims or Damages arising
from the sole negligence or willful misconduct of the Indemnitees, as determined
by final arbitration or court decision or by the agreement of the Parties.
14.4 The obligations of Consultant under this or any other provision of
this Agreement shall not be limited by the provisions of any workers'
compensation act or similar act. Consultant expressly waives any statutory
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immunity under such statutes or laws as to the Indemnitees. Consultant's
indemnity obligation set forth in this Section 14.0 shall not be limited by the limits
of any policies of insurance required or provided by Consultant pursuant to this
Agreement.
14.5 Consultant's covenants under this Section 14.0 shall survive the
expiration or termination of this Agreement.
15.0 Equal Opportunity
Consultant affirmatively represents that it is an equal opportunity employer.
Consultant shall not discriminate against any subcontractor, employee, or
applicant for employment because of race, religion, color, national origin,
handicap, ancestry, sex, sexual orientation, or age. Such non - discrimination
includes, but is not limited to, all activities related to initial employment,
upgrading, demotion, transfer, recruitment or recruitment advertising, layoff, or
termination.
16.0 Workers' Compensation Labor Certification
By its signature hereunder, Consultant certifies that it is aware of the provisions
of Section 3700 of the California Labor Code that require every employer to be
insured against liability for Workers' Compensation or to undertake self- insurance
in accordance with the provisions of that Code, and agrees to comply with such
provisions before commencing the performance of the Services.
17.0 Prevailing Wage and Payroll Records
If this Agreement calls for services that, in whole or in part, constitute "public
works' as defined in the California Labor Code, then Consultant shall comply in
all respects with all applicable provisions of the California Labor Code, including
those set forth in Exhibit C, attached hereto and incorporated by reference
herein.
18.0 Entire Agreement
This Agreement contains the entire agreement of the parties with respect to the
subject matter hereof, and supersedes all prior negotiations, understandings, or
agreements. This Agreement may only be modified by a writing signed by both
parties.
19.0 Severability
The invalidity in whole or in part of any provisions of this Agreement shall not
void or affect the validity of the other provisions of this Agreement.
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20.0 Governing Law
This Agreement shall be governed by and construed in accordance with the laws
of the State of California.
21.0 No Third Party Rights
No third party shall be deemed to have any rights hereunder against either party
as a result of this Agreement.
22.0 Waiver
No waiver of any default shall constitute a waiver of any other default or breach,
whether of the same or other covenant or condition. No waiver, benefit, privilege,
or service voluntarily given or performed by a party shall give the other party any
contractual rights by custom, estoppel, or otherwise.
23.0 Prohibited Interests; Conflict of Interest
23.1. Consultant covenants that it presently has no interest and shall not
acquire any interest, direct or indirect, which may be affected by the Services, or
which would conflict in any manner with the performance of the Services.
Consultant further covenants that, in performance of this Agreement, no person
having any such interest shall be employed by it. Furthermore, Consultant shall
avoid the appearance of having any interest, which would conflict in any manner
with the performance of the Services. Consultant shall not accept any
employment or representation during the term of this Agreement which is or may
likely make Consultant "financially interested" (as provided in California
Government Code § §1090 and 87100) in any decision made by City on any
matter in connection with which Consultant has been retained.
23.2. Consultant further warrants and maintains that it has not employed
or retained any person or entity, other than a bona fide employee working
exclusively for Consultant, to solicit or obtain this Agreement. Nor has
Consultant paid or agreed to pay any person or entity, other than a bona fide
employee working exclusively for Consultant, any fee, commission, gift,
percentage, or any other consideration contingent upon the execution of this
Agreement. Upon any breach or violation of this warranty, City shall have the
right, at its sole and absolute discretion, to terminate this Agreement without
further liability, or to deduct from any sums payable to Consultant hereunder the
full amount or value of any such fee, commission, percentage or gift.
23.3. Consultant warrants and maintains that it has no knowledge that
any officer or employee of City has any interest, whether contractual, non -
contractual, financial, proprietary, or otherwise, in this transaction or in the
business of Consultant, and that if any such interest comes to the knowledge of
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Consultant at any time during the term of this Agreement, Consultant shall
immediately make a complete, written disclosure of such interest to City, even if
such interest would not be deemed a prohibited "conflict of interest" under
applicable laws as described in this subsection.
24.0 Attorneys' Fees
If either party commences an action against the other party, either legal,
administrative or otherwise, arising out of or in connection with this Agreement,
the prevailing party in such litigation shall be entitled to have and recover from
the losing party all of its attorneys' fees and other costs incurred in connection
therewith.
25.0 Exhibits
All exhibits referenced in this Agreement are hereby incorporated into the
Agreement as if set forth in full herein. In the event of any material discrepancy
between the terms of any exhibit so incorporated and the terms of this
Agreement, the terms of this Agreement shall control.
26.0 Corporate Authority
The person executing this Agreement on behalf of Consultant warrants that he or
she is duly authorized to execute this Agreement on behalf of said Party and that
by his or her execution, the Consultant is formally bound to the provisions of this
Agreement.
IN WITNESS WHEREOF, the Parties hereto, through their respective authorized
representatives have executed this Agreement as of the date and year first
above written.
liplins "I
CITY OF SEAL BEACH CONSULTANT
Approved as to
By: Al, "Y
Cr W. . St ele, City Attomey
By: (
Name: Kay%'v -an
Its: Pr- -e S i -A -e vii
By:
Name: !)DVA LOA"Z
Its: ltdi QQX&%&9A7
EXHIBIT B
AKM CONSULTING ENGINEERS
RATESCHEDULE
Valid through December 31, 2018
Out of pocket expenses (blueprinting, reproduction and printing, delivery, etc.) will be
invoiced at cost plus 10%. Subcontracted services will be marked up 10% in order to cover
costs associated with administration, coordination and management of subcontractors.
Mileage will be invoiced at $0.65 /mile. This schedule of rates is in effect until December
31, 2018, at which time it may be adjusted.
Rate
Principal 215
Principal Engineer 205
Project Manager 205
Project Engineer 195
Senior Construction Manager 185
Senior Engineer 185
Associate Engineer 145
Financial Analyst 120
Construction Manager 155
Staff Engineer 125
Senior Field Engineer / Inspector 140
Field Engineer / Inspector 125
Assistant Engineer 95
Senior Designer / Senior CADD Technician 95
Designer / CADD Technician 90
Engineering Technician 85
Engineering Aide 65
Data / Word Processing 68
Office Support 60
Out of pocket expenses (blueprinting, reproduction and printing, delivery, etc.) will be
invoiced at cost plus 10%. Subcontracted services will be marked up 10% in order to cover
costs associated with administration, coordination and management of subcontractors.
Mileage will be invoiced at $0.65 /mile. This schedule of rates is in effect until December
31, 2018, at which time it may be adjusted.
IW41RI ]119«
TERMS FOR COMPLIANCE WITH CALIFORNIA LABOR LAW REQUIREMENTS
1. This Agreement calls for services that, in whole or in part, constitute "public
works' as defined in Division 2, Part 7, Chapter 1 (commencing with Section 1720) of
the California Labor Code ( "Chapter 1 "). Further, Consultant acknowledges that this
Agreement is subject to (a) Chapter 1 and (b) the rules and regulations established by
the Department of Industrial Relations ( "DIR ") implementing such statutes. Therefore,
as to those Services that are "public works', Consultant shall comply with and be bound
by all the terms, rules and regulations described in 1(a) and 1(b) as though set forth in
full herein.
2. California law requires the inclusion of specific Labor Code provisions in certain
contracts. The inclusion of such specific provisions below, whether or not required by
California law, does not alter the meaning or scope of Section 1 above.
3. Consultant shall be registered with the Department of Industrial Relations in
accordance with California Labor Code Section 1725.5, and has provided proof of
registration to City prior to the Effective Date of this Agreement. Consultant shall not
perform work with any subcontractor that is not registered with DIR pursuant to Section
1725.5. Consultant and subcontractors shall maintain their registration with the DIR in
effect throughout the duration of this Agreement. If Consultant or any subcontractor
ceases to be registered with DIR at any time during the duration of the project,
Consultant shall immediately notify City.
4. Pursuant to Labor Code Section 1771.4, Consultant's Services are subject to
compliance monitoring and enforcement by DIR. Consultant shall post job site notices,
as prescribed by DIR regulations.
5. Pursuant to Labor Code Section 1773.2, copies of the prevailing rate of per diem
wages for each craft, classification, or type of worker needed to perform the Agreement
are on file at City Hall and will be made available to any interested party on request.
Consultant acknowledges receipt of a copy of the DIR determination of such prevailing
rate of per diem wages, and Consultant shall post such rates at each job site covered
by this Agreement.
6. Consultant shall comply with and be bound by the provisions of Labor Code
Sections 1774 and 1775 concerning the payment of prevailing rates of wages to
workers and the penalties for failure to pay prevailing wages. Consultant shall, as a
penalty to City, forfeit $200.00 for each calendar day, or portion thereof, for each worker
paid less than the prevailing rates as determined by the DIR for the work or craft in
which the worker is employed for any public work done pursuant to this Agreement by
Consultant or by any subcontractor.
7. Consultant shall comply with and be bound by the provisions of Labor Code
Section 1776, which requires Consultant and each subcontractor to: keep
accurate payroll records and verify such records in writing under penalty of perjury, as
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specified in Section 1776; certify and make such payroll records available for inspection
as provided by Section 1776; and inform City of the location of the records.
8. Consultant shall comply with and be bound by the provisions of Labor Code
Sections 1777.5, 1777.6 and 1777.7 and California Code of Regulations, Title 8,
Section 200 et seq. concerning the employment of apprentices on public works projects.
Consultant shall be responsible for compliance with these aforementioned Sections for
all apprenticeable occupations. Prior to commencing work under this Agreement,
Consultant shall provide City with a copy of the information submitted to any applicable
apprenticeship program. Within 60 days after concluding work pursuant to this
Agreement, Consultant and each of its subcontractors shall submit to City a verified
statement of the journeyman and apprentice hours performed under this Agreement.
9. Consultant shall not perform Work with any Subcontractor that has been
debarred or suspended pursuant to California Labor Code Section 1777.1 or any other
federal or state law providing for the debarment of contractors from public works.
Consultant and subcontractors shall not be debarred or suspended throughout the
duration of this Contract pursuant to Labor Code Section 1777.1 or any other federal or
state law providing for the debarment of contractors from public works. If Consultant or
any subcontractor becomes debarred or suspended during the duration of the project,
Consultant shall immediately notify City.
10. Consultant acknowledges that eight hours labor constitutes a legal day's work.
Consultant shall comply with and be bound by Labor Code Section 1810. Consultant
shall comply with and be bound by the provisions of Labor Code Section 1813
concerning penalties for workers who work excess hours. Consultant shall, as a penalty
to City, forfeit $25.00 for each worker employed in the performance of this Agreement
by Consultant or by any subcontractor for each calendar day during which such worker
is required or permitted to work more than eight hours in any one calendar day and 40
hours in any one calendar week in violation of the provisions of Division 2, Part 7,
Chapter 1, Article 3 of the Labor Code. Pursuant to Labor Code Section 1815, work
performed by employees of Consultant in excess of eight hours per day, and 40 hours
during any one week shall be permitted upon public work upon compensation for all
hours worked in excess of eight hours per day at not less than one and one -half times
the basic rate of pay.
11. California Labor Code Sections 1860 and 3700 provide that every employer will
be required to secure the payment of compensation to its employees. In accordance
with the provisions of California Labor Code Section 1861, Consultant hereby certifies
as follows:
I am aware of the provisions of Section 3700 of the Labor Code which
require every employer to be insured against liability for workers'
compensation or to undertake self- insurance in accordance with the
provisions of that code, and I will comply with such provisions before
commencing the performance of the work of this contract."
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12. For every subcontractor who will perform work on the project, Consultant shall be
responsible for such subcontractor's compliance with Chapter 1 and Labor Code
Sections 1860 and 3700, and Consultant shall include in the written contract between it
and each subcontractor a copy of those statutory provisions and a requirement that
each subcontractor shall comply with those statutory provisions. Consultant shall be
required to take all actions necessary to enforce such contractual provisions and ensure
subcontractor's compliance, including without limitation, conducting a periodic review of
the certified payroll records of the subcontractor and upon becoming aware of the failure
of the subcontractor to pay his or her workers the specified prevailing rate of wages.
Consultant shall diligently take corrective action to halt or rectify any failure.
13. To the maximum extent permitted by law, Consultant shall indemnify, hold
harmless and defend (at Consultant's expense with counsel reasonably acceptable to
City) City, its officials, officers, employees, agents and independent contractors serving
in the role of City officials, and volunteers from and against any demand or claim for
damages, compensation, fines, penalties or other amounts arising out of or incidental to
any acts or omissions listed above by any person or entity (including Consultant, its
subcontractors, and each of their officials, officers, employees and agents) in
connection with any work undertaken or in connection with the Agreement, including
without limitation the payment of all consequential damages, attorneys' fees, and other
related costs and expenses. All duties of Consultant under this Section shall survive the
termination of the Agreement.
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Client#: 974 AKMCONSUL
ACORD,. CERTIFICATE OF LIABILITY INSURANCE 05/011 /
DD/YYYY)
slovzol e
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER
Dealey, Renton & Associates
P. O. Box 12675
Oakland, CA 94604 -2675
510 465.3090
CONTACT Nancy Ferrick
PHONE 510 465.3090 F'ix 510 452 -2193AINoNCNoErtl: G
EMAILADDRESS: V Ynferrick@deale renton.com
INSURER(S) AFFORDING COVERAGE NAIL#
INSURERA: Sentinel Insurance Co. LTD 11000
INSURED
AKM Consulting Engineers, Inc.
553 Wald Street
INSURER B: Trumbull Insurance Company 27120
INSURER C. Travelers Casualty & Surety Co. 31194
CLAIMS-MADE OCCUR
Irvine, CA 92618 -4627
INSURER D:
INSURER E
INSURER F:
PREMISES EaErrenw 1 000 000
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
LTRR
TYPE OFINSURANLE NSR WD POLICYNUMBER
POLICY
IIIYEYFF
MM DYEXP LIMITS
A X COMMERCIAL GENERAL ABILITY Y Y 57SBWLU8719 9/2012017 09/2012018 EACH OCCURRENCE 52000000
CLAIMS-MADE OCCUR PREMISES EaErrenw 1 000 000
MED EXP (Any, one person) 10000
PERSONAL &ADV INJURY 2,000,000
GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE 4,000,000
POLICY DO JECTT LOC PRODUCTS - COMPIOP AGG 4,000,000
OTHER:
A AUTOMOBILE LIABILITY Y Y 57SBWLU8719 09120120V 09120/2018 COMBINED SINGLE LIMITEeaccident 2,000,000
BODILY INJURY(Per Wmon) ANY AUTO
ALL OWNED SCHEDULED
AUTOS AUTOS
BODILY INJURY(Peraroident)
PROPERTY DAMAGE
Peraccide tXHIREDAUTOSXNON -OWNED
21 AUTOS
A X UMBRELLA LIAB J( OCCUR Y Y 57SBWLU8719 9120/2017 09/20/2018 EACH OCCURRENCE 1000000
AGGREGATE 1,000,000EXCESSLIABCLAIMS -MADE
DED I I RETENTION$
B WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY /
ANY PROPRIETORIPARTNEMEXECUTIVE -]
OFFICERIMEMBER EXCLUDED? NIA
Y 57WEGZS0250 9/2012017 09120/2018 X PER OTH -
T R
E.L. EACH ACCIDENT 1000,000
E . DISEASE- EA EMPLOYEE 1,000,000MandlInNH)
I yes describe under
DESCRIPTION OF OPERATIONS below E. L. DISEASE - POLICY LIMIT 1,000,000
C Professional 105344511 0912012017 0912012018 2,000,000 per Claim
Liability 2,000,000 Annl Aggr.
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Addhional Remarks Schedule, may be attached B more space Is required)
Re: All Operations of the Named Insured. City of Seal Beach, its elected and appointed officers, officials,
employees, servants, attorneys, agents, designated volunteers and those City agents serving as
independent contractors in the role of City officials are named as additional insureds for General and Auto
Liability. Insurance is Primary and Non - Contributory per policy form. Severability of Interest applies to
the General Liability policy. Waiver of Subrogation applies to the General Liability, Auto Liability and
Worker's Compensation. 30 Days Notice of Cancellation.
City of Seal Beach
211 Eighth Street
Seal Beach, CA 90740
ACORD 25 (2014101) 1 of 1
S23133521M2142177
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
1988.2014 ACORD CORPORATION. All rights reserved.
The ACORD name and logo are registered marks of ACORD
NMF
Insured: AKM Consulting Engineers, Inc.
Insurer: sentinel Insurance Co. LTD
Policy Date: 09122017
Policy Number: 51sewLU8719
Additional Insured:Cyof seal Beach, tselected and sppolntcdofficers , ofiass ,employees,servants,aninnnar agerN desigtutedvmtemandtl City WMBeningasindep endentcantraRasinmerateof
Cny otftials.
EXCERPTS FROM: Hartford Form SS 00 08 04 05
BUSINESS LIABILITY COVERAGE FORM
C. WHO IS AN INSURED
6. Additional Insureds When Required By Written Contract, Written Agreement Or Permit
The person(s) or organization(s) identified in Paragraphs a. through I. below are additional insureds when you have
agreed, in a written contract, written agreement or because of a permit issued by a state or political subdivision, that
such person or organization be added as an additional insured on your policy, provided the injury or damage occurs
subsequent to the execution of the contract or agreement, or the issuance of the permit. A person or organization is an
additional insured under this provision only for that period of time required by the contract, agreement or permit.
f. Any Other Party
1) Any other person or organization who is not an insured under Paragraphs a. through e. above, but only with respect
to liability for "bodily injury, "property damage" or "personal and advertising injury" caused, in whole or in part, by your
acts or omissions or the acts or omissions of those acting on your behalf:
a) In the performance of your ongoing operations;
b) In connection with your premises owned by or rented to you; or
c) In connection with "your work" and included within the "products- completed operations hazard, but only if
i) The written contract or written agreement requires you to provide such coverage to such additional insured;
and
ii) This Coverage Part provides coverage for "bodily injury" or "property damage" included within the "products -
completed operations hazard.
2) With respect to the insurance afforded to these additional insureds, this insurance does not apply to: "Bodily injury,
property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any
professional architectural, engineering or surveying services, including: inspection, or engineering
E.5. Separation of Insureds
Except with respect to the Limits of Insurance, and any rights or duties specifically assigned
in this policy to the first Named Insured, this insurance applies:
a. As if each Named Insured were the only Named Insured; and
b. Separately to each insured against whom a claim is made or "suit" is brought.
E.7.b.(7).(b) Primary And Non- Contributory To Other Insurance When Required By Contract
If you have agreed in a written contract, written agreement or permit that this insurance is primary and non - contributory
with the additional insured's own insurance, this insurance is primary and we will not seek contribution from that other
insurance.
E.8.b. Waiver Of Rights Of Recovery (Waiver Of Subrogation)
If the insured has waived any rights of recovery against any person or organization for all or part of any payment,
including Supplementary Payments, we have made under this Coverage Part, we also waive that right, provided the
insured waived their rights of recovery against such person or organization in a contract, agreement or permit that was
executed prior to the injury or damage.
EXCERPT FROM Hartford Form SS 04 38 09 09
HIRED AUTO AND NON -OWNED AUTO
B. With respect to the operation of a "non -owned auto ", WHO IS AN INSURED is replaced by the following: The
following are "insureds ":
d. Anyone liable for the conduct of an "insured ", but only to the extent of that liability.
Insured: AKM Consulting Engineers, Inc.
Policy Number: 57WEGZS0250
Effective Date: 09120/2017
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
WAIVER OF OUR RIGHT TO RECOVER FROM
OTHERS ENDORSEMENT - CALIFORNIA
We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not
enforce our right against the person or organization named in the Schedule. (This agreement applies only to the
extent that you perform work under a written contract that requires you to obtain this agreement from us.)
You must maintain payroll records accurately segregating the remuneration of your employees while engaged in
the work described in the Schedule.
The additional premium for this endorsement shall be % of the California workers' compensation premium
otherwise due on such remuneration.
Person or Organization
City of Seal Beach
211 Eighth Street
Seal Beach, CA 90740
SCHEDULE
Job Description
PERSON OR ORGANIZATION, CONT.: City of Seal Beach, its elected and appointed officers,
officials, employees, servants, attorneys, agents, designated volunteers and those City agents
serving as independent contractors in the role of City officials.
Countersigned by
Authorized Representative
Form WC 04 03 06 (1) Printed in U.S.A.
Process Date: Policy Expiration Date:
PROFESSIONAL SERVICES AGREEMENT
For
Construction Support Services, Pier Improvements
Project No. BP1002
Between
City of Seal Beach
211 - 8th Street
Seal Beach. CA 90740
0
Moffatt & Nichol
3780 Kilroy Airport Way, Suite 600
Long Beach, CA 90806
562) 426 -9551 - Phone
562) 424 -7489 - Fax
This Professional Services Agreement ( "the Agreement ") is made as of April 23, 2018
the "Effective Date "), by and between Moffatt & Nichol ( "Consultant "), a California
Corporation, and the City of Seal Beach ( "City "), a California charter city, (collectively,
the Parties ").
RECITALS
A. City desires certain professional services for construction support
services, in the manner set forth herein and more particularly described in
Section 1.
B. Consultant represents that it is qualified and able, by virtue of experience,
training, education, and expertise, to provide City with the services required by
this Agreement in a good and professional manner, and it desires to provide such
services as provided herein. The City enters into this Agreement in reliance on
those representations.
C. City desires to retain Consultant and Consultant desires to serve City to
perform those services in accordance with the terms and conditions of this
Agreement.
NOW THEREFORE, in consideration of the Parties' performance of the
promises, covenants, and conditions stated herein, the Parties hereto agree as
follows.
AGREEMENT
1.0 Scope of Services
1.1. Consultant shall provide those services ( "Services ") set forth in the
attached Exhibit A (Consultant's Proposal, dated March 8, 2018), which are
hereby incorporated by this reference. To the extent that there is any conflict
between Exhibit A and this Agreement, this Agreement shall control.
1.2. Consultant shall perform all Services under this Agreement in
accordance with the standard of care generally exercised by like professionals
under similar circumstances and in a manner reasonably satisfactory to City.
1.3. In performing this Agreement, Consultant shall comply with all
applicable provisions of federal, state, and local law.
1.4. As a material inducement to City to enter into this Agreement,
Consultant hereby represents that it has the experience necessary to undertake
the Services to be provided. In light of such status and experience, Consultant
hereby covenants that it shall follow the customary professional standards in
performing all Services. The City relies upon the skill of Consultant, and
Consultant's staff, if any, to do and perform the Services in a skillful, competent,
and professional manner, and Consultant and Consultant's staff, shall perform
the Services in such manner. Consultant shall, at all times, meet or exceed any
and all applicable professional standards of care. The acceptance of Consultant's
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work by the City shall not operate as a release of Consultant from such standard
of care and workmanship.
1.5. By executing this Agreement, Consultant represents that, to the
extent required by the standard of practice, Consultant (a) has investigated and
considered the scope of Services to be performed, (b) has carefully considered
how the Services should be performed, and (c) understands the facilities,
difficulties and restrictions attending performance of the Services under this
Agreement.
1.6. Consultant will not be compensated for any work performed not
specified in the Scope of Services unless the City authorizes such work in
advance and in writing. The City Manager may authorize extra work to fund
unforeseen conditions up to the amount approved at the time of award by the
City Council. Payment for additional work in excess of this amount requires prior
City Council authorization.
2.0 Term
This term of this Agreement shall commence as of the Effective Date and shall
continue until September 30, 2019 unless previously terminated as provided by
this Agreement.
3.0 Consultant's Compensation
City will pay Consultant in accordance with the hourly rates shown on the fee
schedule set forth in Exhibit B, attached hereto and incorporated herein by
reference, for Services but in no event will the City pay more than $74,000
seventy -four thousand dollars). Any additional work authorized by the City
pursuant to Section 1.6 will be compensated in accordance with the fee schedule
set forth in Exhibit B.
4.0 Method of Payment
4.1. Consultant shall submit to City monthly invoices for all services
rendered pursuant to this Agreement. Such invoices shall be submitted within 15
days of the end of the month during which the services were rendered and shall
describe in detail the services rendered during the period, the days worked,
number of hours worked, the hourly rates charged, and the services performed
for each day in the period. City will pay Consultant all undisputed fees within 30
days of receiving Consultant's invoice. City will not withhold any applicable
federal or state payroll taxes and other required taxes, or other authorized
deductions from payments made to Consultant for services performed under this
Agreement.
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4.2. Upon 24 -hour notice from City, Consultant shall allow City or City's
agents or representatives to inspect at Consultant's offices during reasonable
business hours all records, invoices, time cards, cost control sheets and other
records maintained by Consultant in connection with this Agreement. City's
rights under this Section 4.2 shall survive for two years following the termination
of this Agreement.
5.0 Termination
5.1. This Agreement may be terminated by City, without cause, or by
Consultant based on reasonable cause, upon giving the other party written notice
thereof not less than 30 days prior to the date of termination.
5.2. This Agreement may be terminated by City upon 10 days' notice to
Consultant if Consultant fails to provide satisfactory evidence of renewal or
replacement of comprehensive general liability insurance as required by this
Agreement at least 20 days before the expiration date of the previous policy.
5.3. Notice of termination shall be given in accordance with Section 7.0.
6.0 Party Representatives
6.1. The City Manager is the City's representative for purposes of this
Agreement.
6.2. James R. Crumpley is the Consultant's primary representative for
purposes of this Agreement. Consultant may not change its representative
without prior written approval of City, which approval shall not be unreasonably
withheld.
7.0 Notices
7.1. All notices permitted or required under this Agreement shall be
deemed made when personally delivered or when mailed 48 hours after deposit
in the United States Mail, first class postage prepaid and addressed to the party
at the following addresses:
To City: City of Seal Beach
211 -8th Street
Seal Beach, California 90740
Attn: City Manager
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To Consultant: Moffatt & Nichol
3780 Kilroy Airport Way, Suite 600
Long Beach, CA 90806
Attn: James R. Crumpley
7.2. Actual notice shall be deemed adequate notice on the date actual
notice occurred, regardless of the method of service.
8.0 Personnel
Consultant has or shall secure, at its own expense, all personnel required to
perform all services under this Agreement. Any person who performs any of the
services shall possess the qualifications, permits, and licenses required by state
and local law to perform such services.
9.0 Independent Contractor
9.1. Consultant is and shall at all times remain an independent
contractor and not an employee of the City. All services provided pursuant to this
Agreement shall be performed by Consultant or under its supervision.
Consultant will determine the means, methods, and details of performing the
services. Any additional personnel performing services under this Agreement on
behalf of Consultant shall also not be employees of City and shall at all times be
under Consultant's exclusive direction and control. Consultant shall pay all
wages, salaries, and other amounts due such personnel in connection with their
performance of services under this Agreement and as required by law.
Consultant shall be responsible for all reports and obligations respecting such
additional personnel, including, but not limited to: social security taxes, income
tax withholding, unemployment insurance, disability insurance, and workers'
compensation insurance. Consultant shall be solely responsible for the
satisfactory work performance of all personnel engaged in performing the
services and compliance with the customary professional standards.
9.2. To the fullest extent permitted by law, Consultant shall defend (with
legal counsel acceptable to the City, whose consent shall not be unreasonably
withheld), indemnify and hold harmless City and its elected officials, officers,
employees, servants, designated volunteers, and agents serving as independent
contractors in the role of City officials, from any and all liability, damages, claims,
costs and expenses of any nature to the extent arising from Consultant's
personnel practices. City shall have the right to offset against the amount of any
fees due to Consultant under this Agreement any amount due to City from
Consultant as a result of Consultant's failure to promptly pay to City any
reimbursement or indemnification arising under this Section. Consultant's
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defense and indemnification obligations under this Section are in addition to the
Consultant's defense and indemnification obligations of Section 14.0.
10.0 Subcontractors
No portion of this Agreement shall be subcontracted without the prior written
approval of the City. Consultant is fully responsible to City for the performance of
any and all subcontractors.
11.0 Assignment
Consultant shall not assign or transfer any interest in this Agreement whether by
assignment or novation, without the prior written consent of City. Any purported
assignment without such consent shall be void and without effect.
12.0 Inspection and Audit of Records
Consultant shall maintain complete and accurate records with respect to all
services and other matters covered under this Agreement, including but
expressly not limited to, all services performed, salaries, wages, invoices, time
cards, cost control sheets, costs, expenses, receipts and other records with
respect to this Agreement. Consultant shall maintain adequate records on the
services provided in sufficient detail to permit an evaluation of all services in
connection therewith. All such records shall be clearly identified and readily
accessible. At all times during regular business hours, Consultant shall provide
City with free access to such records, and the right to examine and audit the
same and to make copies and transcripts as City deems necessary, and shall
allow inspection of all program data, information, documents, proceedings and
activities and all other matters related to the performance of the services under
this Agreement. Consultant shall retain all financial and program service records
and all other records related to the services and performance of this Agreement
for at least three (3) years after expiration, termination or final payment under this
Agreement, whichever occurs later. City's rights under this Section 12.0 shall
survive for three (3) years after expiration, termination or final payment under this
Agreement, whichever occurs later.
13.0 Insurance
13.1. Consultant shall not commence work under this Agreement until it
has provided evidence satisfactory to the City that Consultant has secured all
insurance required under this Section. Consultant shall furnish City with original
certificates of insurance and endorsements effecting coverage required by this
Agreement on forms satisfactory to the City. The certificates and endorsements
for each insurance policy shall be signed by a person authorized by that insurer
to bind coverage on its behalf, and shall be on forms provided by the City if
requested. All certificates and endorsements shall be received and approved by
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the City before work commences. The City reserves the right to require
complete, certified copies of all required insurance policies, at any time.
13.2. Consultant shall, at its expense, procure and maintain for the
duration of the Agreement, insurance against claims for injuries to persons or
damages to property that may arise from or in connection with the performance
of this Agreement. Insurance is to be placed with insurers with a current A.M.
Best's rating no less than ANIII, licensed to do business in California, and
satisfactory to the City. Coverage shall be at least as broad as the latest version
of the following: (1) General Liability: Insurance Services Office Commercial
General Liability coverage (occurrence form CG 0001); (2) Automobile Liability:
Insurance Services Office Business Auto Coverage form number CA 0001, code
1 (any auto); (3) Employer's Liability and Workers' Compensation Insurance;
and, if required by the City, (4) Professional Liability. Consultant shall maintain
limits no less than: (1) General Liability: $2,000,000 per occurrence for bodily
injury, personal injury and property damage and if Commercial General Liability
Insurance or other form with a general aggregate limit is used, either the general
aggregate limit shall apply separately to this Agreement/location or the general
aggregate limit shall be twice the required occurrence limit; (2) Automobile
Liability: $1,000,000 per accident for bodily injury and property damage; (3)
Employer's Liability: $1,000,000 per accident and in the aggregate for bodily
injury or disease and Workers' Compensation in the amount required by law; and
4) Professional Liability: $1,000,000 per claim /aggregate.
13.3. The insurance policies shall contain the following provisions, or
Consultant shall provide endorsements on forms supplied or approved by the
City to state: (1) coverage shall not be suspended, voided, reduced or canceled
except after 30 days prior written notice by certified mail, return receipt
requested, has been given to the City; (2) any failure to comply with reporting or
other provisions of the policies, including breaches of warranties, shall not affect
coverage provided to the City, its directors, officials, officers, (3) coverage shall
be primary insurance as respects the City, its directors, officials, officers,
employees, agents and volunteers, or if excess, shall stand in an unbroken chain
of coverage excess of the Consultant's scheduled underlying coverage and that
any insurance or self- insurance maintained by the City, its directors, officials,
officers, employees, agents and volunteers shall be excess of the Consultant's
insurance and shall not be called upon to contribute with it; (4) for general liability
insurance, that the City, its directors, officials, officers, employees, agents and
volunteers shall be covered as additional insureds with respect to the services or
operations performed by or on behalf of the Consultant, including materials, parts
or equipment furnished in connection with such work; and (5) for automobile
liability, that the City, its directors, officials, officers, employees, agents and
volunteers shall be covered as additional insureds with respect to the ownership,
operation, maintenance, use, loading or unloading of any auto owned, leased,
hired or borrowed by the Consultant or for which the Consultant is responsible.
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13.4. All insurance required by this Section shall contain standard
separation of insureds provisions and shall not contain any special limitations on
the scope of protection afforded to the City, its directors, officials, officers,
employees, agents, and volunteers.
13.5. Any deductibles or self- insured retentions shall be declared to and
approved by the City. Consultant guarantees that, at the option of the City,
either: (1) the insurer shall reduce or eliminate such deductibles or self- insured
retentions as respects the City, its directors, officials, officers, employees,
agents, and volunteers; or (2) the Consultant shall procure a bond guaranteeing
payment of losses and related investigation costs, claims and administrative and
defense expenses.
14.0 Indemnification, Hold Harmless, and Duty to Defend
Consultant and the City agree that the City, its employees, agents and
officials should, to the fullest extent permitted by law, be fully protected from any
loss, injury, damage, claim, liability, lawsuit, cost, expense, attorneys' fees,
litigation costs, defense costs, court costs and /or any other cost arising out of or
in any way related to the performance of this Agreement. Accordingly, the
provisions of this indemnity provision are intended by the Parties to be
interpreted and construed to provide the fullest protection possible under the law
to the City and the Indemnitees. Consultant acknowledges that the CITY would
not have entered into this Agreement in the absence of the commitment of the
Consultant to indemnify and protect the City and the Indemnitees, as set forth in
this Agreement.
14.1 Indemnity for Design Professional Services and Other Professional
Services. To the fullest extent permitted by law, Consultant shall, at its sole cost
and expense, indemnify and hold harmless the City, its elected officials, officers,
attorneys, agents, employees, designated volunteers, successors, assigns and
those City agents serving as independent contractors in the role of City officials
collectively " Indemnitees" in this Section 14.0), from and against any and all
damages, costs, expenses, liabilities, claims, demands, causes of action,
proceedings, judgments, penalties, liens, and losses of any nature whatsoever,
including fees of accountants and other professionals, and all costs associated
therewith, and reimbursement of attorneys' fees and costs of defense
collectively "Claims "), whether actual, alleged or threatened, which arise out of,
pertain to, or relate to, in whole or in part, the negligence, recklessness or willful
misconduct of Consultant, and /or its officers, agents, servants, employees,
subcontractors, contractors or their officers, agents, servants or employees (or
any entity or individual that Consultant shall bear the legal liability thereof) in the
performance of design professional services under this Agreement by a "design
professional," as the term is defined under California Civil Code § 2782.8(c), or in
the performance of other professional services under this Agreement. Any
i • ^,
Claims arising out of design professional services shall be on a reimbursement
basis. Notwithstanding the foregoing and as required by Civil Code § 2782.8(a),
in no event shall the cost to defend the Indemnitees that is charged to Consultant
exceed Consultant's proportionate percentage of fault.
14.2 Other Indemnities. Other than in the performance of professional
services, and to the fullest extent permitted by law, Consultant shall, at its sole
cost and expense, protect, defend, hold harmless and indemnify the Indemnitees
from and against any and all damages, costs, expenses, liabilities, claims,
demands, causes of action, proceedings, judgments, penalties, liens and losses
of any nature whatsoever, including fees of accountants, attorneys and other
professionals, and all costs associated therewith, and the payment of all
consequential damages (collectively "Damages "), in law or equity, whether
actual, alleged or threatened, which arise out of, pertain to, or relate to the acts
or omissions of Consultant, its officers, agents, servants, employees,
subcontractors, materialmen, suppliers, or contractors, or their officers, agents,
servants or employees (or any entity or individual that Consultant shall bear the
legal liability thereof) in the performance of this Agreement, including the
Indemnitees' active or passive negligence, except for Damages arising from the
sole negligence or willful misconduct of the Indemnitees, as determined by final
arbitration or court decision or by the agreement of the Parties. Consultant shall
defend the Indemnitees in any action or actions filed in connection with any
Damages with counsel of the Indemnitees' choice, and shall pay all costs and
expenses, including all attorneys' fees and experts' costs actually incurred in
connection with such defense. Consultant shall reimburse the Indemnitees for
any and all legal expenses and costs incurred by the Indemnitees in connection
therewith.
14.3 Subcontractor Indemnification. Consultant shall obtain executed
indemnity agreements with provisions identical to those in this Section 14.0 from
each and every subcontractor or any other person or entity involved by, for, with
or on behalf of Consultant in the performance of this Agreement. If Consultant
fails to obtain such indemnities, Consultant shall be fully responsible and
indemnify, hold harmless and defend the Indemnitees from and against any and
all Claims in law or equity, whether actual, alleged or threatened, which arise out
of, are claimed to arise out of, pertain to, or relate to the acts or omissions of
Consultant's subcontractor, its officers, agents, servants, employees,
subcontractors, materialmen, contractors or their officers, agents, servants or
employees (or any entity or individual that Consultant's subcontractor shall bear
the legal liability thereof) in the performance of this Agreement, including the
Indemnitees' active or passive negligence, except for Claims or Damages arising
from the sole negligence or willful misconduct of the Indemnitees, as determined
by final arbitration or court decision or by the agreement of the Parties.
14.4 The obligations of Consultant under this or any other provision of
this Agreement shall not be limited by the provisions of any workers'
compensation act or similar act. Consultant expressly waives any statutory
1041ne M[y
immunity under such statutes or laws as to the Indemnitees. Consultant's
indemnity obligation set forth in this Section 14.0 shall not be limited by the limits
of any policies of insurance required or provided by Consultant pursuant to this
Agreement.
14.5 Consultant's covenants under this Section 14.0 shall survive the
expiration or termination of this Agreement.
15.0 Equal Opportunity
Consultant affirmatively represents that it is an equal opportunity employer.
Consultant shall not discriminate against any subcontractor, employee, or
applicant for employment because of race, religion, color, national origin,
handicap, ancestry, sex, sexual orientation, or age. Such non - discrimination
includes, but is not limited to, all activities related to initial employment,
upgrading, demotion, transfer, recruitment or recruitment advertising, layoff, or
termination.
16.0 Workers' Compensation Labor Certification
By its signature hereunder, Consultant certifies that it is aware of the provisions
of Section 3700 of the California Labor Code that require every employer to be
insured against liability for Workers' Compensation or to undertake self- insurance
in accordance with the provisions of that Code, and agrees to comply with such
provisions before commencing the performance of the Services.
17.0 Prevailing Wage and Payroll Records
If this Agreement calls for services that, in whole or in part, constitute "public
works" as defined in the California Labor Code, then Consultant shall comply in
all respects with all applicable provisions of the California Labor Code, including
those set forth in Exhibit C, attached hereto and incorporated by reference
herein.
18.0 Entire Agreement
This Agreement contains the entire agreement of the parties with respect to the
subject matter hereof, and supersedes all prior negotiations, understandings, or
agreements. This Agreement may only be modified by a writing signed by both
parties.
19.0 Severability
The invalidity in whole or in part of any provisions of this Agreement shall not
void or affect the validity of the other provisions of this Agreement.
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20.0 Governing Law
This Agreement shall be governed by and construed in accordance with the laws
of the State of California.
21.0 No Third Party Rights
No third party shall be deemed to have any rights hereunder against either party
as a result of this Agreement.
22.0 Waiver
No waiver of any default shall constitute a waiver of any other default or breach,
whether of the same or other covenant or condition. No waiver, benefit, privilege,
or service voluntarily given or performed by a party shall give the other party any
contractual rights by custom, estoppel, or otherwise.
23.0 Prohibited Interests; Conflict of Interest
23.1. Consultant covenants that it presently has no interest and shall not
acquire any interest, direct or indirect, which may be affected by the Services, or
which would conflict in any manner with the performance of the Services.
Consultant further covenants that, in performance of this Agreement, no person
having any such interest shall be employed by it. Furthermore, Consultant shall
avoid the appearance of having any interest, which would conflict in any manner
with the performance of the Services. Consultant shall not accept any
employment or representation during the term of this Agreement which is or may
likely make Consultant "financially interested" (as provided in California
Government Code § §1090 and 87100) in any decision made by City on any
matter in connection with which Consultant has been retained.
23.2. Consultant further warrants and maintains that it has not employed
or retained any person or entity, other than a bona fide employee working
exclusively for Consultant, to solicit or obtain this Agreement. Nor has
Consultant paid or agreed to pay any person or entity, other than a bona fide
employee working exclusively for Consultant, any fee, commission, gift,
percentage, or any other consideration contingent upon the execution of this
Agreement. Upon any breach or violation of this warranty, City shall have the
right, at its sole and absolute discretion, to terminate this Agreement without
further liability, or to deduct from any sums payable to Consultant hereunder the
full amount or value of any such fee, commission, percentage or gift.
23.3. Consultant warrants and maintains that it has no knowledge that
any officer or employee of City has any interest, whether contractual, non -
contractual, financial, proprietary, or otherwise, in this transaction or in the
business of Consultant, and that if any such interest comes to the knowledge of
11 of 16
Consultant at any time during the term of this Agreement, Consultant shall
immediately make a complete, written disclosure of such interest to City, even if
such interest would not be deemed a prohibited "conflict of interest" under
applicable laws as described in this subsection.
24.0 Attorneys' Fees
If either party commences an action against the other party, either legal,
administrative or otherwise, arising out of or in connection with this Agreement,
the prevailing party in such litigation shall be entitled to have and recover from
the losing party all of its attorneys' fees and other costs incurred in connection
therewith.
25.0 Exhibits
All exhibits referenced in this Agreement are hereby incorporated into the
Agreement as if set forth in full herein. In the event of any material discrepancy
between the terms of any exhibit so incorporated and the terms of this
Agreement, the terms of this Agreement shall control.
26.0 Corporate Authority
The person executing this Agreement on behalf of Consultant warrants that he or
she is duly authorized to execute this Agreement on behalf of said Party and that
by his or her execution, the Consultant is formally bound to the provisions of this
Agreement.
IN WITNESS WHEREOF, the Parties hereto, through their respective authorized
representatives have executed this Agreement as of the date and year first
above written.
12 of 16
CITY OF SEAL BEACH CONSULTANT
0
Attes
0 1'1itr 1. _i
II '
jam... '=
Approved as
M
le, City Attorney
FTiii71
Its:
EXHIBIT C
TERMS FOR COMPLIANCE WITH CALIFORNIA LABOR LAW REQUIREMENTS
1. This Agreement calls for services that, in whole or in part, constitute "public
works" as defined in Division 2, Part 7, Chapter 1 (commencing with Section 1720) of
the California Labor Code ( "Chapter 1 "). Further, Consultant acknowledges that this
Agreement is subject to (a) Chapter 1 and (b) the rules and regulations established by
the Department of Industrial Relations ( "DIR ") implementing such statutes. Therefore,
as to those Services that are "public works ", Consultant shall comply with and be bound
by all the terms, rules and regulations described in 1(a) and 1(b) as though set forth in
full herein.
2. California law requires the inclusion of specific Labor Code provisions in certain
contracts. The inclusion of such specific provisions below, whether or not required by
California law, does not alter the meaning or scope of Section 1 above.
3. Consultant shall be registered with the Department of Industrial Relations in
accordance with California Labor Code Section 1725.5, and has provided proof of
registration to City prior to the Effective Date of this Agreement. Consultant shall not
perform work with any subcontractor that is not registered with DIR pursuant to Section
1725.5. Consultant and subcontractors shall maintain their registration with the DIR in
effect throughout the duration of this Agreement. If Consultant or any subcontractor
ceases to be registered with DIR at any time during the duration of the project,
Consultant shall immediately notify City.
4. Pursuant to Labor Code Section 1771.4, Consultant's Services are subject to
compliance monitoring and enforcement by DIR. Consultant shall post job site notices,
as prescribed by DIR regulations.
5. Pursuant to Labor Code Section 1773.2, copies of the prevailing rate of per diem
wages for each craft, classification, or type of worker needed to perform the Agreement
are on file at City Hall and will be made available to any interested party on request.
Consultant acknowledges receipt of a copy of the DIR determination of such prevailing
rate of per diem wages, and Consultant shall post such rates at each job site covered
by this Agreement.
6. Consultant shall comply with and be bound by the provisions of Labor Code
Sections 1774 and 1775 concerning the payment of prevailing rates of wages to
workers and the penalties for failure to pay prevailing wages. Consultant shall, as a
penalty to City, forfeit $200.00 for each calendar day, or portion thereof, for each worker
paid less than the prevailing rates as determined by the DIR for the work or craft in
which the worker is employed for any public work done pursuant to this Agreement by
Consultant or by any subcontractor.
7. Consultant shall comply with and be bound by the provisions of Labor Code
Section 1776, which requires Consultant and each subcontractor to: keep
accurate payroll records and verify such records in writing under penalty of perjury, as
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specified in Section 1776; certify and make such payroll records available for inspection
as provided by Section 1776; and inform City of the location of the records.
8. Consultant shall comply with and be bound by the provisions of Labor Code
Sections 1777.5, 1777.6 and 1777.7 and California Code of Regulations, Title 8,
Section 200 et seq. concerning the employment of apprentices on public works projects.
Consultant shall be responsible for compliance with these aforementioned Sections for
all apprenticeable occupations. Prior to commencing work under this Agreement,
Consultant shall provide City with a copy of the information submitted to any applicable
apprenticeship program. Within 60 days after concluding work pursuant to this
Agreement, Consultant and each of its subcontractors shall submit to City a verified
statement of the journeyman and apprentice hours performed under this Agreement.
9. Consultant shall not perform Work with any Subcontractor that has been
debarred or suspended pursuant to California Labor Code Section 1777.1 or any other
federal or state law providing for the debarment of contractors from public works.
Consultant and subcontractors shall not be debarred or suspended throughout the
duration of this Contract pursuant to Labor Code Section 1777.1 or any other federal or
state law providing for the debarment of contractors from public works. If Consultant or
any subcontractor becomes debarred or suspended during the duration of the
project, Consultant shall immediately notify City.
10. Consultant acknowledges that eight hours labor constitutes a legal day's work.
Consultant shall comply with and be bound by Labor Code Section 1810. Consultant
shall comply with and be bound by the provisions of Labor Code Section 1813
concerning penalties for workers who work excess hours. Consultant shall, as a penalty
to City, forfeit $25.00 for each worker employed in the performance of this Agreement
by Consultant or by any subcontractor for each calendar day during which such worker
is required or permitted to work more than eight hours in any one calendar day and 40
hours in any one calendar week in violation of the provisions of Division 2, Part 7,
Chapter 1, Article 3 of the Labor Code. Pursuant to Labor Code Section 1815, work
performed by employees of Consultant in excess of eight hours per day, and 40 hours
during any one week shall be permitted upon public work upon compensation for all
hours worked in excess of eight hours per day at not less than one and one -half times
the basic rate of pay.
11. California Labor Code Sections 1860 and 3700 provide that every employer
will be required to secure the payment of compensation to its employees. In
accordance with the provisions of California Labor Code Section 1861, Consultant
hereby certifies as follows:
I am aware of the provisions of Section 3700 of the Labor Code which
require every employer to be insured against liability for workers'
compensation or to undertake self- insurance in accordance with the
provisions of that code, and I will comply with such provisions before
commencing the performance of the work of this contract."
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12. For every subcontractor who will perform work on the project, Consultant shall be
responsible for such subcontractor's compliance with Chapter 1 and Labor Code
Sections 1860 and 3700, and Consultant shall include in the written contract between it
and each subcontractor a copy of those statutory provisions and a requirement that
each subcontractor shall comply with those statutory provisions. Consultant shall be
required to take all actions necessary to enforce such contractual provisions and ensure
subcontractor's compliance, including without limitation, conducting a periodic review of
the certified payroll records of the subcontractor and upon becoming aware of the failure
of the subcontractor to pay his or her workers the specified prevailing rate of wages.
Consultant shall diligently take corrective action to halt or rectify any failure.
13. To the maximum extent permitted by law, Consultant shall indemnify, hold
harmless and defend (at Consultant's expense with counsel reasonably acceptable to
City) City, its officials, officers, employees, agents and independent contractors serving
in the role of City officials, and volunteers from and against any demand or claim for
damages, compensation, fines, penalties or other amounts arising out of or incidental to
any acts or omissions listed above by any person or entity (including Consultant, its
subcontractors, and each of their officials, officers, employees and agents) in
connection with any work undertaken or in connection with the Agreement, including
without limitation the payment of all consequential damages, attorneys' fees, and other
related costs and expenses. All duties of Consultant under this Section shall survive the
termination of the Agreement.
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AC6RH CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDa
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endomement(s).
PRODUCER
Dealey, Renton &Associates
P. 0. Box 10550
Santa Ana CA 92711 -0550
CONTACTNAME Robin Lee
PHONE FAX
MC No Ext: 714 -427 -6810 ac Nn:714 -427 -6818
ADORIEss: dee@dealeyrenton.com
INSURERS AFFORDING COVERAGE NAIC 0
Y
INSURER A: ACE American Insurance Company 22667
11121/2017
INSURED MOFFANICH INSURER B: American Guarantee & Liability
1,000,000
Moffatt & Nichol
3780 Kilroy Airport Way #750
Long Beach, CA 90806
INSURER C : National Union Fire Ins Co of Pittsb PA
INSURER D : Continental Insurance Company
INSURER E: Continental Casualty Co.
INSURER F:
300,000
X
COVERAGES CERTIFICATE NUMBER: 297163086 REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS,
INSRTR I TYPE OF INSURANCE ADDLINSID SUERMD POLICY NUMBER
POLICY EFFMMMD/VYVY POLICY UPMMB)DIYYYY LIMITS
D X COMMERCIAL GENERAL LIABILITY Y Y 6056712992 11121/2017 11222018 EACH OCCURRENCE 1,000,000
CLAIMS -MADE OCCUR PREMISES Ea!NTED oe 300,000
X MED EXP (Anyone Person) 5,000BFPDXCU
X Ded /SIR W PERSONAL B ADV INJURY 1,000.000
GENE AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE 2,000,000
PRO, E71 LOCPOLICY PRODUCTS - COMP /OP AGG 2,000,000
I Emmet I Lac Aga 15MOTHERI
E LIABILITY Y V 6056712989 11222017 11222018 COMBINED SINGLE LIMITEaaccident 1,000,000
BODILY I(er person) ANYAUTO
POMOBILE
ALL OWNED SCHEDULED
AUTOS AUTOS
801LY INJURY Pidt
Pe awiden DAMAGEHIREDAUTOSXAUoOWNED
Coro I Coll Dad 1,000
B 1 X UMBRELLA LIAR X OCCUR A1JC57616DXA 111222017 11222016 EACH OCCURRENCE 5,000,000
AGGREGATE 5,004000EXCESSLIARCLAIMSMADE
DED I I RETENTION$ Deductible l SIR 0
CC WORKERS COMPENSATIONANDEMPLOYERS'LIASILITY YIN
Y WC019397907 CA
WC019397906 11/212017111222017 1122201811222018 X STATUTE
ERR
ANY PROPRIETORIPARTNERIEXECUTIVE E.L. EACH ACCIDENT 1,000,000
OFFICERIMEMBER EXCLUDED? [::] NIA
Mandatory In NH) E.L. DISEASE - EA EMPLOYEE 1,000,000
If yes, describe uMer
DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 1,000,000
A ProfessionalLiability G25660225004 11/22/2017 11222018 or claim $1,004000
annl agar. $1,004000
Claims Made
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space is required)
Umbrella policy is a follow -fonn to underlying General Liability /Auto Liability /Employers Liability
Worker's Compensation extends to include Jones Act and USL &H.
Re: Project #BP1002, Construction Support Services, Pier Improvements - City of Seal Beach, its directors, officials, officers, employees, agents and volunteers
are named as an additional insureds as respects general and auto liability as required per written Contract or agreement. General Liability is
Prmary/Non- Contributory per policy form wording. Auto Liability is Primary per policy form wording. Insurance Coverage includes waiver of subrogation per the
attached endorsements. SEE CANCELLATION SECTION of Certificate for 30 Day Notice of Cancellation.
CERTIFICATE HOLDER CANCELLATION 30 Days notice of Cancellation
ACORD 25 (2014101)
1988.2014 ACORD CORPORATION. All rights reserved.
The ACORD name and logo are registered marks of ACORD
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
City of Seal Beach
211 - 8th Street
AUTHORIZED REPRESENTATIVE
fyjl /0.4JL.m_ J'p'2p
Seal Beach CA 90740
ACORD 25 (2014101)
1988.2014 ACORD CORPORATION. All rights reserved.
The ACORD name and logo are registered marks of ACORD
POLICY NUMBER: Policy #6056712989 COMMERCIAL AUTO
CA 04441013
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
WAIVER OF TRANSFER OF RIGHTS OF RECOVERY
AGAINST OTHERS TO US (WAIVER OF SUBROGATION)
This endorsement modifies insurance provided under the following:
AUTO DEALERS COVERAGE FORM
BUSINESS AUTO COVERAGE FORM
MOTOR CARRIER COVERAGE FORM
With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless
modified by the endorsement.
This endorsement changes the policy effective on the inception date of the policy unless another date is indicated
below.
Named Insured:
Moffatt & Nichol
Endorsement Effective Date:
11 -22 -17
SCHEDULE
Name(s) Of Person(s) Or Organization(s):
As required by written contract of agreement entered into prior to loss.
Information required to complete this Schedule, if not shown above will be
shown in the Declarations
Information required to complete this Schedule, if not shown above, will be shown in the Declarations.
The Transfer Of Rights Of Recovery Against
Others To Us condition does not apply to the
person(s) or organization(s) shown in the Schedule,
but only to the extent that subrogation is waived prior
to the "accident' or the 'loss" under a contract with
that person or organization.
CA 04 44 10 13 Copyright, Insurance Services Office, Inc., 2011 Page 1 of 1
CNA
Architects, Engineers and Surveyors General Liability
Extension Endorsement
It is understood and agreed that this endorsement amends the COMMERCIAL GENERAL LIABILITY COVERAGE PART
as follows. If any other endorsement attached to this policy amends any provision also amended by this endorsement,
then that other endorsement controls with respect to such provision, and the changes made by this endorsement with
respect to such provision do not apply.
CNA74858XX (1 -15) 6056712992
copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission.
TABLE OF CONTENTS
1. Additional Insureds
2. Additional Insured - Primary And Non - Contributory To Additional Insured's Insurance
3. Additional Insured — Extended Coverage
4. Boats
5. Bodily Injury — Expanded Definition
6. Broad Knowledge of Occurrence/ Notice of Occurrence
7. Broad Named Insured
8. Contractual Liability — Railroads
9. Estates, Legal Representatives and Spouses
10. Expected Or Intended Injury — Exception for Reasonable Force
11. General Aggregate Limits of Insurance — Per Location
12. In Rem Actions
13. Incidental Health Care Malpractice Coverage
14. Joint Ventures /Partnership /Limited Liability Companies
15. Legal Liability — Damage To Premises
16. Liquor Liability
17. Medical Payments
18. Non -owned Aircraft Coverage
19. Non-owned Watercraft
20. Personal And Advertising Injury — Discrimination or Humiliation
21. Personal And Advertising Injury - Contractual Liability
22. Property Damage — Elevators
23. Retired Partners, Members, Directors And Employees
24. Supplementary Payments
25. Unintentional Failure To Disclose Hazards
26. Waiver of Subrogation — Blanket
27. Wrap -Up Extension: OCIP, CCIP or Consolidated (Wrap -Up) Insurance Programs
CNA74858XX (1 -15) 6056712992
copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission.
CNA
Architects, Engineers and Surveyors General Liability
Extension Endorsement
1. ADDITIONAL INSUREDS
a. WHO IS AN INSURED is amended to include as an Insured any person or organization described in paragraphs
A. through I. below whom a Named Insured is required to add as an additional insured on this Coverage Part
under a written contract or written agreement, provided such contract or agreement:
1) is currently in effect or becomes effective during the term of this Coverage Part; and
2) was executed prior to:
a) the bodily injury or property damage; or
b) the offense that caused the personal and advertising injury,
for which such additional insured seeks coverage.
b. However, subject always to the terms and conditions of this policy, including the limits of insurance, the Insurer
will not provide such additional insured with:
1) a higher limit of insurance than required by such contract or agreement; or
2) coverage broader than required by such contract or agreement, and in no event broader than that described
by the applicable paragraph A. through I. below.
Any coverage granted by this endorsement shall apply only to the extent permissible by law.
A. Controlling Interest
Any person or organization with a controlling interest in a Named Insured, but only with respect to such person or
organization's liability for bodily injury, property damage or personal and advertising injury arising out of:
1. such person or organization's financial control of a Named Insured; or
2. premises such person or organization owns, maintains or controls while a Named Insured leases or occupies
such premises;
provided that the coverage granted by this paragraph does not apply to structural alterations, new construction or
demolition operations performed by, on behalf of, or for such additional insured.
B. Co -owner of Insured Premises
A co -owner of a premises co -owned by a Named Insured and covered under this insurance but only with respect
to such co- owner's liability for bodily injury, property damage or personal and advertising injury as co-owner
of such premises.
C. Engineers, Architects or Surveyors Engaged By You
An architect, engineer or surveyor engaged by the Named Insured, but only with respect to liability for bodily
injury, property damage or personal and advertising injury caused in whole or in part by the Named
Insured's acts or omissions, or the acts or omissions of those acting on the Named Insured's behalf:
a. in connection with the Named Insured's premises; or
b. in the performance of the Named Insured's ongoing operations.
But the coverage hereby granted to such additional insureds does not apply to bodily injury, property damage
or personal and advertising injury arising out of the rendering of or failure to render any professional services
by, on behalf of, or for the Named Insured, including but not limited to:
1. the preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys,
field orders, change orders or drawings and specifications; or
2. supervisory, inspection, architectural or engineering activities.
D. Lessor of Equipment
Policy #6056712992
Copyright CNA All Rights Reserved. Induces copyrighted material of Insurance services Office, Inc., with its permission.
CNA
Architects, Engineers and Surveyors General Liability
Extension Endorsement
With respect to this provision's requirement that additional insured status must be requested under a written
contract or agreement, the Insurer will treat as a written contract any governmental permit that requires the
Named Insured to add the governmental entity as an additional insured.
I. Trade Show Event Lessor
1. With respect to a Named Insured's participation in a trade show event as an exhibitor, presenter or displayer,
any person or organization whom the Named Insured is required to include as an additional insured, but only
with respect to such person or organization's liability for bodily injury, property damage or personal and
advertising injury caused by:
a. the Named Insured's acts or omissions; or
b. the acts or omissions of those acting on the Named Insured's behalf,
in the performance of the Named Insured's ongoing operations at the trade show event premises during the
trade show event.
2. The coverage granted by this paragraph does not apply to bodily injury or property damage included within
the products - completed operations hazard.
2. ADDITIONAL INSURED -PRIMARY AND NON - CONTRIBUTORY TO ADDITIONAL INSURED'S INSURANCE
The Other Insurance Condition in the COMMERCIAL GENERAL LIABILITY CONDITIONS Section is amended to
add the following paragraph:
If the Named Insured has agreed in writing in a contract or agreement that this insurance is primary and non-
contributory relative to an additional insured's own insurance, then this insurance is primary, and the Insurer will not
seek contribution from that other insurance. For the purpose of this Provision 2., the additional insured's own
insurance means insurance on which the additional insured is a named insured. Otherwise, and notwithstanding
anything to the contrary elsewhere in this Condition, the insurance provided to such person or organization is excess
of any other insurance available to such person or organization.
3. ADDITIONAL INSURED — EXTENDED COVERAGE
When an additional insured is added by this or any other endorsement attached to this Coverage Part, WHO IS AN
INSURED is amended to make the following natural persons Insureds.
If the additional insured is:
a. An individual, then his or her spouse is an Insured;
b. A partnership or joint venture, then its partners, members and their spouses are Insureds;
c. A limited liability company, then its members and managers are Insureds; or
d. An organization other than a partnership, joint venture or limited liability company, then its executive officers,
directors and shareholders are Insureds;
but only with respect to locations and operations covered by the additional insured endorsement's provisions, and
only with respect to their respective roles within their organizations.
Please see the ESTATES, LEGAL REPRESENTATIVES, AND SPOUSES provision of this endorsement for
additional coverage and restrictions applicable to spouses of natural person Insureds.
4. BOATS
Under COVERAGES, Coverage A — Bodily Injury And Property Damage Liability, the paragraph entitled
Exclusions is amended to add the following additional exception to the exclusion entitled Aircraft, Auto or
Watercraft:
This exclusion does not apply to:
CNA74858XX (1 -15) Policy #6056712992
Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission.
CNA <
MARKETABLE PRODUCT NAME>
Architects, Engineers and Surveyors General Liability
Extension Endorsement
services performed for the Named Insured under the Named Insured's direct supervision. All limitations that apply
to employees and volunteer workers also apply to anyone qualifying as an Insured under this Provision.
24. SUPPLEMENTARY PAYMENTS
The section entitled SUPPLEMENTARY PAYMENTS — COVERAGES A AND B is amended as follows:
A. Paragraph 1.b. is amended to delete the $250 limit shown for the cost of bail bonds and replace it with a $5,000.
limit; and
B. Paragraph 1.d. is amended to delete the limit of $250 shown for daily loss of earnings and replace it with a
1,000. limit.
25. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS
If the Named Insured unintentionally fails to disclose all existing hazards at the inception date of the Named
Insured's Coverage Part, the Insurer will not deny coverage under this Coverage Part because of such failure.
26. WAIVER OF SUBROGATION - BLANKET
Under CONDITIONS, the condition entitled Transfer Of Rights Of Recovery Against Others To Us is amended to add
the following:
The Insurer waives any right of recovery the Insurer may have against any person or organization because of
payments the Insurer makes for injury or damage arising out of:
1. the Named Insured's ongoing operations; or
2. your work included in the products - completed operations hazard.
However, this waiver applies only when the Named Insured has agreed in writing to waive such rights of recovery in
a written contract or written agreement, and only if such contract or agreement:
1. is in effect or becomes effective during the term of this Coverage Part; and
2. was executed prior to the bodily injury, property damage or personal and advertising injury giving rise to the
claim.
27. WRAP -UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP -UP) INSURANCE PROGRAMS
Note., The following provision does not apply to any public construction project in the state of Oklahoma, nor to any
construction project in the state of Alaska, that is not permitted to be insured under a consolidated (wrap -up)
insurance program by applicable state statute or regulation.
If the endorsement EXCLUSION — CONSTRUCTION WRAP -UP is attached to this policy, or another exclusionary
endorsement pertaining to Owner Controlled Insurance Programs (O.C.I.P.) or Contractor Controlled Insurance
Programs (C.C.I.P.) is attached, then the following changes apply:
A. The following wording is added to the above - referenced endorsement:
With respect to a consolidated (wrap -up) insurance program project in which the Named Insured is or was
involved, this exclusion does not apply to those sums the Named Insured become legally obligated to pay as
damages because of:
Bodily injury, property damage, or personal or advertising injury that occurs during the Named
Insured's ongoing operations at the project, or during such operations of anyone acting on the Named
Insured's behalf; nor
2. Bodily injury or property damage included within the products - completed operations hazard that arises
out of those portions of the project that are not residential structures.
B. Condition 4. Other Insurance is amended to add the following subparagraph 4.b.(1)(c):
This insurance is excess over:
1 -15) Policy #6056712992
Copyright CNA All Rights Reserved. Includes copyrighted material of Insumnce services Office, Inc., with its permission.
BLANKET WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT
This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different
date is indicated below.
The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy).
This endorsement, effective 12:01 AM 11/22/2017 forms a part of Policy No. WC 019 -39 -7907
Issued toMOFFATT & NICHOL, INC.
By NATIONAL UNION FIRE INSURANCE COMPANY OF PITTSBURGH, PA.
We have a right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce
our right against any person or organization with whom you have a written contract that requires you to obtain this
agreement from us, as regards any work you perform for such person or organization.
The additional premium for this endorsement shall be 2.00 % of the total estimated workers compensation premium
for this policy.
WC 04 03 61 Countersigned by
Ed. 11190)
Authorized Representative
WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT
This endorsement changes the policy to which it is attached effective on inception date of the policy unless a different
date is indicated below.
The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy).
This endorsement, effective 12:01 AM 11/22/2017 forms a part of Policy No. WC 019 -39 -7906
Issued to MOFFATT & N I CHOL, INC.
By COMMERCE AND INDUSTRY INSURANCE COMPANY
We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce
our right against the person or organization named in the Schedule. This agreement applies only to the extent that you
perform work under a written contract that requires you to obtain this agreement from us.
This agreement shall not operate directly or indirectly to benefit any one not named in the Schedule.
Schedule
Any person or organization to whom or to which you are obligated by virtue of a written contract or by the
issuance or existence of a written permit, to provide insurance such as is afforded by this policy.
This form is not applicable in California, Kentucky, New Hampshire, New Jersey, North Dakota, Texas, Utah, or
Washington. This form is not applicable in Missouri when there is a construction code on the policy and there is
Missouri premium or exposure.
WC 00 03 13 Countersigned by
Ed. 04/84)
Authorized Representative
Mai
Policy #6056712989
SCA 23 500D
Ed. 10/11)
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
EXTENDED COVERAGE ENDORSEMENT - BA PLUS
This endorsement modifies insurance provided under the following:
BUSINESS AUTO COVERAGE FORM
I. LIABILTY COVERAGE
A. Who Is An Insured
The following is added to Section II, Paragraph
A.1., Who Is An Insured:
1. a. Any incorporated entity of which the Named
Insured owns a majority of the voting stock
on the date of inception of this Coverage
Form; provided that,
b. The insurance afforded by this provision
A.1. does not apply to any such entity that is
an "insured" under any other liability "policy'
providing "auto" coverage.
2. Any organization you newly acquire or form,
other than a limited liability company,
partnership or joint venture, and over which you
maintain majority ownership interest.
The insurance afforded by this provision A.2.:
a. Is effective on the acquisition or formation
date, and is afforded only until the end of
the policy period of this Coverage Form, or
the next anniversary of its inception date,
whichever is earlier.
b. Does not apply to
1) "Bodily injury" or "property damage"
caused by an "accident" that occurred
before you acquired or formed the
organization; or
2) Any such organization that is an
insured" under any other liability
policy" providing "auto" coverage.
3. Any person or organization that you are
obligated to provide Insurance where required
by a written contract or agreement is an insured,
but only with respect to legal responsibility for
acts or omissions of a person for whom Liability
Coverage is afforded under this policy.
1. Which are no longer in force; or
2. Whose limits have been exhausted.
B. Bail Bonds and Loss of Earnings
Section ll, Paragraphs A.2.a.(2) and A.2.a.(4) are
revised as follows:
1. In a.(2), the limit for the cost of bail bonds is
increased from $2,000 to $5,000, and
2. In a.(4), the limit for the loss of earnings is
increased from $250 to $500 a day.
C. Fellow Employee
Section II, Paragraph B.5 does not apply.
Such coverage as is afforded by this provision C. is
excess over any other collectible insurance.
II. PHYSICAL DAMAGE COVERAGE
A. Towing
Section III. Paragraph A.2., is revised to include
Light Trucks up to 10,000 pounds G.V.W.
B. Glass Breakage — Hitting A Bird Or Animal —
Falling Objects Or Missiles
The following is added to Section III, Paragraph
A3.:
With respect to any covered "auto," any deductible
shown in the Declarations will not apply to glass
breakage if such glass is repaired, in a manner
acceptable to us, rather than replaced.
C. Transportation Expenses
Section III, Paragraph AA.a. is revised, with
respect to transportation expense incurred by you,
to provide:
a. $60 per day, in lieu of $20; subject to
b. $1,800 maximum, in lieu of $600.
D. Loss of Use Expenses
4. An "employee" of yours is an "insured" while Section III, Paragraph AA.b. is revised, with
operating an "auto" hired or rented under a respect to loss of use expenses incurred by you, tocontractoragreementinthat "employee's" provide:
name, with your permission, while performing
duties related to the conduct of your business. a. $1,000 maximum, in lieu of $600.
Policy," as used in this provision A. Who Is An E. Personal Property
Insured, includes those policies that were in force The following is added to Section III, ParagraphontheinceptiondateofthisCoverageFormbut: A4.
SCA 23 500D copyright, cNA corporation, 2000. Page 1 of 3
Ed. 10 /11) Includes copyrighted material of the Insurance Services Office used with its permission.
CHA
Blanket Additional Insured - Owners, Lessees or
Contractors -with Products - Completed
Operations Coverage Endorsement
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
It is understood and agreed as follows:
I. WHO IS AN INSURED is amended to include as an Insured any person or organization whom you are required
by written contract to add as an additional insured on this coverage part, but only with respect to liability for
bodily injury, property damage or personal and advertising injury caused in whole or in part by your acts or
omissions, or the acts or omissions of those acting on your behalf:
A. in the performance of your ongoing operations subject to such written contract; or
B. in the performance of your work subject to such written contract, but only with respect to bodily injury or
property damage included in the products - completed operations hazard, and only if:
1. the written contract requires you to provide the additional insured such coverage; and
2. this coverage part provides such coverage.
II. But if the written contract requires:
A. additional insured coverage under the 11 -85 edition, 10 -93 edition, or 10 -01 edition of CG2010, or under the
10 -01 edition of CG2037; or
B. additional insured coverage with "arising out of language; or
C. additional insured coverage to the greatest extent permissible by law;
then paragraph I. above is deleted in its entirety and replaced by the following:
WHO IS AN INSURED is amended to include as an Insured any person or organization whom you are required
by written contract to add as an additional insured on this coverage part, but only with respect to liability for
bodily injury, property damage or personal and advertising injury arising out of your work that is subject to
such written contract.
III. Subject always to the terms and conditions of this policy, including the limits of insurance, the Insurer will not
provide such additional insured with:
A. coverage broader than required by the written contract; or
B. a higher limit of insurance than required by the written contract.
IV. The insurance granted by this endorsement to the additional insured does not apply to bodily injury, property
damage, or personal and advertising injury arising out of:
A. the rendering of, or the failure to render, any professional architectural, engineering, or surveying services,
including:
1. the preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, reports,
surveys, field orders, change orders or drawings and specifications; and
2. supervisory, inspection, architectural or engineering activities; or
B. any premises or work for which the additional insured is specifically listed as an additional insured on another
endorsement attached to this coverage part.
V. Under COMMERCIAL GENERAL LIABILITY CONDITIONS, the Condition entitled Other Insurance is amended
to add the following, which supersedes any provision to the contrary in this Condition or elsewhere in this
coverage part:
Primary and Noncontributory Insurance
CNA75079XX (10 -16) Policy #6056712992
Page 1 of 2
Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its pennission.
CNA
Blanket Additional Insured - Owners, Lessees or
Contractors -with Products - Completed
Endorsement
With respect to other Insurance available to the additional insured under which the additional insured is a named
insured, this insurance is primary to and will not seek contribution from such other insurance, provided that a
written contract requires the insurance provided by this policy to be:
1. primary and non - contributing with other insurance available to the additional insured; or
2. primary and to not seek contribution from any other insurance available to the additional insured.
But except as specified above, this insurance will be excess of all other insurance available to the additional
insured.
VI. Solely with respect to the insurance granted by this endorsement, the section entitled COMMERCIAL GENERAL
LIABILITY CONDITIONS is amended as follows:
The Condition entitled Duties In The Event of Occurrence, Offense, Claim or Suit is amended with the addition
of the following:
Any additional insured pursuant to this endorsement will as soon as practicable:
1. give the Insurer written notice of any claim, or any occurrence or offense which may result in a claim;
2. send the Insurer copies of all legal papers received, and otherwise cooperate with the Insurer in the
investigation, defense, or settlement of the claim; and
3. make available any other insurance, and tender the defense and indemnity of any claim to any other insurer
or self- insurer, whose policy or program applies to a loss that the Insurer covers under this coverage part.
However, if the written contract requires this insurance to be primary and non - contributory, this paragraph 3.
does not apply to insurance on which the additional insured is a named insured.
The Insurer has no duty to defend or indemnify an additional insured under this endorsement until the Insurer
receives written notice of a claim from the additional insured.
VII. Solely with respect to the insurance granted by this endorsement, the section entitled DEFINITIONS is amended
to add the following definition:
Written contract means a written contract or written agreement that requires you to make a person or
organization an additional insured on this coverage part, provided the contract or agreement:
A. is currently in effect or becomes effective during the term of this policy; and
B. was executed prior to:
1. the bodily injury or property damage; or
2. the offense that caused the personal and advertising injury;
for which the additional insured seeks coverage.
Any coverage granted by this endorsement shall apply solely to the extent permissible by law.
All other terms and conditions of the Policy remain unchanged.
This endorsement, which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes
effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown
below, and expires concurrently with said Policy.
CNA75079XX (10 -16) Policy #6056712992
Page 2 of 2
Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance services office, Inc., with its permission.
Agenda Item H
AGENDA STAFF REPORT
DATE:June 8, 2020
TO:Honorable Mayor and City Council
THRU:Jill R. Ingram, City Manager
FROM:Steve Myrter, P.E., Director of Public Works
SUBJECT:Approve Submittal of FY 2020/21 Measure M2 Eligibility
Package and its Components
________________________________________________________________
SUMMARY OF REQUEST:
That the City Council:
1. Adopt Resolution 7036 Concerning the Local Signal Synchronization Plan
for the City of Seal Beach; and,
2. Adopt the 7-year Measure M2 Capital Improvement Program for Fiscal
Years (FY) 2020/21 through 2026/27; and,
3. Direct the City Manager to file the adopted Resolution, Capital
Improvement Program, and the Measure M2 eligibility documents with
OCTA in compliance with the requirements of OCTA.
BACKGROUND AND ANALYSIS:
In November 1990, the voters of Orange County approved Measure M, the
Revised Traffic Improvement and Growth Management Ordinance. Measure M
created a fund for transportation improvements to mitigate traffic impacts
generated by existing and proposed development. Measure M authorized the
imposition of an additional half-cent retail transaction and use tax for a period of
twenty (20) years. In November 2006, Measure M was renewed by the voters of
Orange County for an additional twenty (30) years and is now referred to as
Measure M2.
Funds identified as Measure M2 “Fairshare” funds are used on local and regional
transportation improvement and maintenance projects. Other Measure M2 funds,
for transportation related projects, are made available through several
competitive programs included in the Comprehensive Transportation Funding
Program (CTFP).
7
5
9
To be eligible to receive Measure M2 “Fairshare” and CTFP funds, the local
jurisdiction must meet compliance standards as set forth by OCTA every year.
The compliance standards generally include:
1. Comply with the conditions and requirements of the Orange County
Congestion Management Program.
2. Establish a policy which requires new development to pay its fair share of
transportation-related improvements associated with their new
development.
3. Adopt a General Plan Circulation Element consistent with the County’s
Master Plan of Arterial Highways (MPAH).
4. Adopt a seven-year Capital Improvement Program (CIP) that includes all
transportation projects funded partially or wholly by Measure M2 dollars.
5. Adopt and adequately fund a biennial Local Pavement Management Plan
(PMP).
6. Adopt and provide an annual Expenditure Report to OCTA.
7. Provide the OCTA with a Project Final Report within six months following
completion of a project funded with Net Revenues.
8. Satisfy Maintenance of Effort (MOE) Requirements.
9. Agree to expend all Measure M2 revenues within three (3) years of
receipt.
10. Consider, as part of the General Plan, land use and planning strategies
that accommodate transit and non-motorized transportation.
11. Adopt and comply with a Local Signal Synchronization Plan (LSSP).
All of these items must be maintained to retain eligibility. Not all of the
requirements are needed every year. Items must be renewed or resubmitted
annually, biannually or every three years. The eligibility package is due to OCTA
by June 30, 2020. This year’s package will include:
1. Measure M2 specific seven-year Capital Improvement Program
2. Maintenance of Effort (MOE) Reporting Form
3. General Plan Compliance Documentation
4. Measure M2 Eligibility Checklist
5. Pavement Management Plan Update
6. Local Signal Synchronization Plan Update
A summary explanation of each listed item is included below:
7
5
9
1. MEASURE M2, SEVEN-YEAR CAPITAL IMPROVEMENT PROGRAM
In accordance with Measure M2, an updated seven-year CIP specifically for the
transportation facility improvement projects in a form consistent with the latest
requirements of OCTA has been prepared and included for the City Council’s
consideration and adoption. The updated seven-year CIP is consistent with the
City’s Five-Year Capital Improvement Program for FY 2020/21 through FY
2024/25.
2. MAINTENANCE OF EFFORT REPORTING FORM
Measure M2 stipulates that the transportation revenue stream supplement shall
not replace the general fund investment that local agencies spend on roadway
maintenance. The program compiled the average annual maintenance
investment that each city made between FY 1985/86 through FY 1989/90 and
requires that local agencies continue to invest into the infrastructure with a
minimum of that funding level. The Maintenance of Effort certification form
indicates that this is being done for each local jurisdiction.
On May 11, 2020, OCTA amended M2 ordinance modifying MOE requirements
amid the COVID-19 pandemic and its impact to general fund revenues used to
meet MOE transportation-related expenditures. The FY2020-21 MOE benchmark
is now $642,598 or 1.81% of General Fund Revenue, whichever is less.
Accordingly, the FY 2020-21 City budget proposes transportation-related General
Fund expenditures to meet this MOE benchmark.
3. GENERAL PLAN COMPLIANCE DOCUMENTATION
A participating city must consider, as part of its General Plan, land use planning
strategies that accommodate transit and non-motorized transportation. The City
of Seal Beach has met these requirements within the currently adopted General
Plan. A letter will be submitted to OCTA identifying these strategies.
4. MEASURE M2 ELIGIBILITY CHECKLIST
To assist agencies in complying with Measure M2, OCTA has developed
checklists to clarify requirements. The checklist has been completed and will be
transmitted with all other documents as required by OCTA.
5. PAVEMENT MANAGEMENT PROGRAM UPDATE
OCTA requires preparation of a Pavement Management Plan to evaluate the
existing pavement network, identify deficiencies, and recommend cost effective
improvements to relieve existing and future deficiencies. This plan must be
updated every two years. Once adopted, the City will submit the certified plan to
OCTA.
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6. LOCAL SIGNAL SYNCHRONIZATION PLAN UPDATE
The Local Signal Synchronization Plan (LSSP) is a local program consistent with
the Regional Traffic Signal Synchronization Master Plan for the County of
Orange which provides a three-year plan identifying traffic signal synchronization,
street routes and traffic signals to be improved. The LSSP outlines the costs
associated with the identified improvements, funding and phasing of capital, and
the operations and maintenance of the street routes and traffic signals
ENVIRONMENTAL IMPACT:
This item is not subject to the California Environmental Quality Act (“CEQA”)
pursuant to Section 15061(b)(3) of the state CEQA Guidelines because it can be
seen with certainty that the submittal of the Measure M2 Eligibility Package will
not have a significant effect on the environment.
LEGAL ANALYSIS:
The City Attorney has reviewed and approved the resolution as to form.
FINANCIAL IMPACT:
The City receives approximately $400,000 of M2 Fairshare funds annually;
however, the FY2020-21 allocations may vary due to the COVID-19 pandemic
and overall decrease in sales tax revenue. This allocation was considered in the
City’s proposed FY2020-21 budget, and M2-funded transportation projects were
adjusted accordingly.
The Eligibility Package submittal allows the City to compete for CTFP funding. In
FY2019-20, the City applied for and is being recommended for approximately
$673,000 in Project P funding for the Seal Beach Boulevard Traffic Signal
Synchronization Project.
STRATEGIC PLAN:
This item is not applicable to the Strategic Plan.
MEASURE BB:
This item is not applicable to Measure BB, the Seal Beach Neighborhood and
Essential Services Protection Measure.
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RECOMMENDATION:
That the City Council:
1. Adopt Resolution 7036 Concerning the Local Signal Synchronization Plan
for the City of Seal Beach; and,
2. Adopt the 7-year Measure M2 Capital Improvement Program for Fiscal
Years (FY) 2020/21 through 2026/27; and,
3. Direct the City Manager to file the adopted Resolution, Capital
Improvement Program, and the Measure M2 eligibility documents with
OCTA in compliance with the requirements of OCTA.
SUBMITTED BY: NOTED AND APPROVED:
Steve Myrter Jill R. Ingram
Steve Myrter, P.E., Director of Public Works Jill R. Ingram, City Manager
Prepared by: David Spitz, P.E., Associate Engineer
ATTACHMENTS:
A. Resolution 7036
B. Measure M2 Eligibility Checklist
C. Maintenance of Effort Reporting Form and Supporting Documentation
D. PMP Certification
E. Measure M2 7-year Capital Improvement Program for Fiscal Year 2020/21
through 2026/27
F. OCTA Letter and Supporting Documents
G. Local Signal Synchronization Plan Update
RESOLUTION 7036
A RESOLUTION OF THE SEAL BEACH CITY COUNCIL
CONCERNING THE UPDATE OF THE LOCAL SIGNAL
SYNCHRONIZATION PLAN FOR THE MEASURE M (M2)
PROGRAM FOR THE CITY OF SEAL BEACH
WHEREAS, the OCTA has developed the Regional Traffic Signal
Synchronization Master Plan to identify traffic signal synchronization street
routes and traffic signals within and across jurisdictional boundaries, and defines
the means of implementing the Regional Traffic Signal Synchronization Program;
and,
WHEREAS, the Regional Traffic Signal Synchronization Program requires that
local agencies adopt a Local Signal Synchronization Plan consistent with the
Regional Traffic Signal Synchronization Master Plan as a key component of local
agencies’ efforts to synchronizing traffic signals across local agencies’
boundaries; and,
WHEREAS, the City’s Local Signal Synchronization Plan must be updated by
June 30, 2020 to continue to be eligible to receive Net Revenues as part of
Measure M2.
NOW, THEREFORE, THE SEAL BEACH CITY COUNCIL DOES HEREBY
RESOLVE:
Section 1. The City Council hereby adopts and maintains an updated Local
Signal Synchronization Plan which includes goals that are consistent with those
outlined as part of the Regional Signal Synchronization Master Plan, including
signal synchronization across jurisdictions
Section 2. The Local Signal Synchronization Plan identifies traffic signal
synchronization street routes, including all elements of the Regional Signal
Synchronization Network located within the City.
Section 3. The Local Signal Synchronization Plan includes the traffic signal
inventory for all traffic signal synchronization street routes.
Section 4. The Local Signal Synchronization Plan includes a three-year plan
showing capital, operations, and maintenance of signal synchronization along
the traffic signal synchronization street routes and traffic signals.
Section 5. The Local Signal Synchronization Plan includes an update on the
status and performance of traffic signal synchronization activities.
Section 6. The Local Signal Synchronization Plan includes a discussion on
the review and revision, as may be necessary, on the timing of traffic signals on
the traffic signal synchronization street routes.
Section 7. The Council hereby directs the City Manager to file a copy of this
adopted Resolution along with all other Measure M2 eligibility documents with
OCTA in compliance with the requirements of OCTA.
PASSED, APPROVED AND ADOPTED by the Seal Beach City Council at a
regular meeting held on the 8th day of June 2020 by the following vote:
AYES: Council Members
NOES: Council Members
ABSENT: Council Members
ABSTAIN: Council Members
Schelly Sustarsic, Mayor
ATTEST:
Gloria D. Harper, City Clerk
STATE OF CALIFORNIA }
COUNTY OF ORANGE } SS
CITY OF SEAL BEACH }
I, Gloria D. Harper, City Clerk of the City of Seal Beach, do hereby certify that the
foregoing resolution is the original copy of Resolution 7036 on file in the office of
the City Clerk, passed, approved, and adopted by the City Council at a regular
meeting held on the 8th day of June 2020.
Gloria D. Harper, City Clerk
Prepared by:
Iteris, Inc.
April 14, 2020
LOCAL SIGNAL SYNCHRONIZATION
PLAN UPDATE
2020
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SECTION ONE
TRAFFIC SIGNAL SYNCHRONIZATION GOALS, POLICIES AND
OBJECTIVES
Purpose and Need
The Regional Traffic Signal Synchronization Program, which comprised of a 750-mile
regional signal synchronization network with about 2,000 traffic signals throughout
Orange County, is a part of the Measure M2 approved by Orange County voters in
November 2006. The goals of the program are to improve the flow of traffic on Orange
County streets and roads by implementing multi-agency traffic signal synchronization.
The M2 program, which began in 2011, required that each local jurisdiction adopt a
Local Signal Synchronization Plan (LSSP) to be eligible for M2 funding. The City of Seal
Beach has adopted its LSSP in 2010.
Subsequent to the adoption of the 2010 LSSP, the City of Seal Beach is required to
maintain and update the plan for the duration of the Measure M2 program to remain
eligible for funding.
The following components are included in the LSSP:
Signal synchronization goals
Traffic signal synchronization street routes
Traffic signal inventory
Three-year capital, operations, and maintenance plan
Signal synchronization timing review, revision, and assessment
Goals, Policies and Objectives
Coordination of traffic signals on major arterials results in the reduction of vehicle stops,
delays, queuing, travel times and emissions, and provides for a less congested and
comfortable drive for both local and regional traffic. The City of Seal Beach
acknowledges the Measure M2 Regional Traffic Signal Synchronization Program goals
and supports a multi-agency corridor-based approach that optimizes traffic signals
based on existing traffic patterns. The City supports local agency responsibility for
signal timing and working with neighboring agencies to develop synchronization timing.
The Circulation Element of the City’s General Plan has established goals, objectives,
and policies that express the importance of the circulation system to the quality of life
and the vitality of the local economy. Specific goals include:
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Provide and maintain a comprehensive circulation system that facilitates the
efficient movement of people and goods throughout the City.
Support development of regional transportation facilities that ensure the safe and
efficient movement of people and goods from within the City to areas outside its
boundaries, and that accommodate the regional travel demands of developing
areas outside the City, while minimizing air and noise pollution and other
environmental impacts.
Policies adopted to help achieve these goals include the following:
Monitor and participate in appropriate county, regional, state, and federal
transportation plans and proposals.
Maintain compliance with the County’s Congestion Management Plan (CMP).
Develop and implement an annual Capital Improvement Program.
Maintain Level of Service D or better for roadway segments and intersections
during peak hours.
Promote the use of traffic signal timing coordination within the City and with
adjacent jurisdictions.
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SECTION TWO
TRAFFIC SIGNAL SYNCHRONIZATION STREET ROUTES
(EXISTING AND PLANNED)
Traffic signal coordination is currently implemented in various corridors in the City of
Seal Beach. These corridors include all street routes identified in OCTA’s Regional
Traffic Signal Synchronization Master Plan.
The Traffic Signal Synchronization Street Routes in the City of Seal Beach are shown in
Figure 1.
The following synchronized corridors are maintained by the City of Seal Beach:
Seal Beach Boulevard is classified in the OCTA Master Plan of Arterial
Highways as a Major arterial carrying between 18,000 and 25,000 vehicles daily
south of Westminster Boulevard. North of Westminster Boulevard and in the
vicinity of the SR-22/I-405 freeway, Seal Beach Boulevard carries between
40,000 to 46,000 vehicles daily. It has a posted speed of 50 mph from Pacific
Coast Highway (SR-1) to the SR-22/I-405 freeway and 45 mph north of the
freeway interchange to the Northern City Limits.
Westminster Boulevard carries approximately 27,000 vehicles daily. The
corridor is classified as a Primary arterial in the OCTA MPAH. The posted speed
is 50 mph between the Western City Limits to Kitts Highway and 60 mph easterly
to the Eastern City Limits.
Lampson Avenue carries approximately 17,500 vehicles daily. The corridor is
classified as a Secondary arterial in the OCTA MPAH. The posted speed is 45
mph from Seal Beach Boulevard to the Eastern City Limits.
The following synchronized corridor is maintained by the State of California
(Caltrans):
Pacific Coast Highway (SR-1) is a Primary arterial per the OCTA MPAH. It
carries approximately 45,000 vehicles daily. The posted speed is 40 mph.
Traffic signals along the above listed corridors are coordinated as needed during the
peak periods based on the traffic volumes and patterns.
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SECTION THREE
TRAFFIC SIGNAL INVENTORY
This section provides traffic signal inventory information for the traffic signals along the
Signal Synchronization Street Routes identified in the previous section. The inventory
information includes the following:
Traffic Signal Location
Cycle Length for the AM, MD, PM and WKND peak periods
Maintenance Responsibility
Traffic Signal Equipment:
o Cabinet
o Controller
o Software
o Detection Type
o Bike Detection
o CCTV
o Power Backup
o Communication
o Other ITS
o Advanced Traffic Management System (ATMS)
o Status (online or offline)
The above information is shown in Table 3-1, and is current as of February 2020.
The traffic signal inventory information will form part of the database OCTA is compiling
which will be made available through a web-based viewing tool for use by local
agencies.
6 TABLE 3-1: TRAFFIC SYNCHRONIZATION LIST Corridor Cross Street Intersection AM MID PM WKNDMaintenance Responsibility Cabinet Type Software DetectionBike Detection CCTVPower Backup Comm Other ITS ATMS StatusSeal Beach BlvdBradbury Rd 120 120 120 120 Los Alamitos 332 ACS/3 BI Tran 2033 Loops No No N/A Fiber QuicNet OfflineRossmoor Center Wy 120 120 120 120 Seal Beach 332 2070 BI Tran 2033 Loops No N/A UPS Fiber QuicNet OfflineTown Center Dr 120 120 120 120 Seal Beach 332 2070 BI Tran 2033 Loops No Cohu UPS FiberEB Video Detection QuicNet OfflineSt. Cloud Dr 120 120 120 120 Seal Beach 332 2070 BI Tran 2033 Loops No N/AUPS FiberSB Video Detection QuicNet OfflineLampson Ave 120 120 120 120 Seal Beach 332 2070 BI Tran 2033 Loops No CohuUPS Fiber QuicNet OfflineOld Ranch/I‐405 NB 120 120 120 120 Caltrans 332 2070 C8 Loops No N/A UPS Fiber Other OfflineNorth Gate Rd/I‐405 NB 120 120 120 120 Caltrans 332 2070 C8 Loops No N/A UPS Fiber Other OfflineGolden Rain Rd 65 60 70 60 Seal Beach 332 2070 BI Tran 2033 Loops No N/A N/A Fiber QuicNet OfflineSt. Andrews Dr 65 60 70 60 Seal Beach 332 2070 BI Tran 2033 Loops No N/A UPS Fiber QuicNet OfflineWestminster Ave 130 120 140 120 Seal Beach 332 2070 BI Tran 2033 Video Yes Cohu N/A Fiber QuicNet OfflineRoad C 65 60 70 60 Seal Beach 332 2070 BI Tran 2033 Loops No N/A UPS Fiber QuicNet OfflineApollo Dr 65 60 70 60 Seal Beach 332 2070 BI Tran 2033 Loops No N/A UPS Fiber QuicNet OfflineAdolfo Lopez Dr 65 60 70 60 Seal Beach 332 2070 BI Tran 2033 Loops No N/A UPS Fiber QuicNet OfflineHeron Pointe/Forrestal Ln 65 60 70 60 Seal Beach 332 2070 BI Tran 2033 Loops No N/A N/A Fiber QuicNet OfflineBolsa Ave/Anchor Way 130 120 140 120 Seal Beach 332 2070 BI Tran 2033 Loops No Cohu UPS Fiber QuicNet OfflineWestminster AveApollo Dr 60 60 60 60 Seal Beach 332 2070 BI Tran 2033 Video Yes Cohu N/A Fiber QuicNet OfflineRoad B 60 60 60 60 Seal Beach 332 2070 BI Tran 2033 Video Yes Cohu UPS FiberQuicNet OfflineSeal Beach Blvd 130 120 140 120 Seal Beach 332 2070 BI Tran 2033 Video Yes Cohu N/A Fiber QuicNet OfflineKitts Hwy 60 60 60 60 Seal Beach 332 2070 BI Tran 2033 Video Yes Cohu N/A Fiber QuicNet OfflineLampson AveSeal Beach Blvd 120 120 120 120 Seal Beach M 2070 BI Tran 2033 Loops No Cohu UPS Fiber QuicNet OfflineOld Ranch Plaza Free Free Free Free Seal Beach M 2070 BI Tran 2033 LoopsNo N/A UPS N/A N/A OfflineBasswood St Free Free Free Free Seal Beach M 2070 BI Tran 2033 Loops No N/AUPSN/ANB Video Detection N/A OfflineCandleberry Ave Free Free Free Free Seal Beach M 2070 BI Tran 2033 LoopsNo N/A UPS N/A N/A OfflineHeather St Free Free Free Free Seal Beach M 2070 BI Tran 2033 Loops No N/AUPS N/A N/A OfflineRose St Free Free Free Free Seal Beach M Traconex Traconex Loops No N/A N/AN/A N/A OfflineTulip St Free Free Free Free Seal Beach M Traconex Traconex Loops No N/A N/A N/A N/A OfflinePacific Coast Hwy1st St 120 120 120 120 Caltrans 332 170/170E C8 Loops No N/A UPS Copper OtherOffline5th St 120 120 120 120 Caltrans 332 170/170E C8 Loops No N/A UPS Copper OtherOfflineMain St/Bolsa Ave 120 120 120 120 Caltrans 332 170/170E C8 Loops No N/A UPSCopper Other Offline12th St/Balboa Dr 120 120 120 120 Caltrans 332 170/170E C8 Loops No N/A UPSCopper Other OfflineSeal Beach Blvd 120 120 120 120 Caltrans 332 170/170E C8 Loops No N/A UPS Copper Other OfflineCycle LengthEquipment Central System: City of Seal Beach – QuicNet Controller Operating System: City of Seal Beach – 2033 Program on 2070 Controller
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SECTION FOUR
TRAFFIC SIGNAL SYNCHRONIZATION SYSTEM
AND THREE YEAR PLAN
Implementing, maintaining and updating signal synchronization includes initial and recurring
capital equipment investment and regular signal timing plan updates. This section contains the
three-year budgetary estimates for maintaining the traffic signal synchronization system for the
City of Seal Beach.
Two levels of budgetary estimates for capital, operations and maintenance plan are provided:
Constrained Level – budget estimate based on available funding the local agency will
commit for the signal synchronization efforts. The Constrained Funding Needs
information is summarized in Table 4-1.
Unconstrained Level – budget estimate based on expenditures required to fully
implement the short-term and long-term synchronization programs. The Unconstrained
Funding Needs information is summarized in Table 4-2.
For planning purposes, candidate traffic signal synchronization projects at the Unconstrained
Level and planned for the next three years, are also provided in Table 4-3. The City of Seal
Beach, along with neighboring jurisdictions, plan to submit these as part of future Project P
Calls for Projects.
ss
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TABLE 4-1: 3-YEAR OUTLOOK
TRAFFIC SIGNAL SYNCHRONIZATION
Funding Needs for Synchronized Operation (Constrained)
Reporting Jurisdiction Expenditures – City of Seal Beach
MAINTENANCE
Project FY19/20 FY20/21 FY21/22 Total
Communication and Software
Maintenance 10,000$ 10,000$ 10,000$ 30,000$
Traffic Signal Management Software 10,000$ 10,000$ 20,000$
Westminster Ave.-17th St. TSSP 4,800$ 4,800$ 9,600$
Subtotal Maintenance 14,800$ 24,800$ 20,000$ 59,600$
CONSTRUCTION
Project FY19/20 FY20/21 FY21/22 Total
Westminster Ave. GPS Clocks 7,000$ 7,000$
Lampson Ave Traffic Signal Upgrades 50,000$ 100,000$ 150,000$
UPS Upgrades various locations 15,000$ 15,000$ 30,000$
Subtotal Construction 72,000$ 115,000$ -$ 187,000$
OPERATIONS
Project FY19/20 FY20/21 FY21/22 Total
Citywide Signal Timing
Monitoring/Maintenance 5,000$ 5,000$ 5,000$ 15,000$
Subtotal Operations 5,000$ 5,000$ 5,000$ 15,000$
TOTAL 91,800$ 144,800$ 25,000$ 261,600$
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TABLE 4-2: 3-YEAR OUTLOOK
TRAFFIC SIGNAL SYNCHRONIZATION
Funding Needs for Synchronized Operation (Unconstrained)
Reporting Jurisdiction Expenditures – City of Seal Beach
MAINTENANCE
Project FY19/20 FY20/21 FY21/22 Total
Communication and Software
Maintenance $10,000 $10,000 $10,000 $30,000
Traffic Signal Management Software $10,000 $10,000 $20,000
Westminster Ave.-17th St. TSSP $4,800 $4,800 - $9,600
Subtotal Maintenance $14,800 $24,800 $20,000 $59,600
CONSTRUCTION
Project FY19/20 FY20/21 FY21/22 Total
Westminster Ave. GPS Clocks $7,000 $7,000
Seal Beach Blvd TSSP $614,000 $153,500 $767,500
Lampson Communication Upgrade $310,000 $310,000 $620,000
Subtotal Construction $7,000 $614,000 $153,500 $774,500
OPERATIONS
Project FY19/20 FY20/21 FY21/22 Total
Seal Beach Blvd TSSP $59,200 $14,800 $74,000
Citywide Signal Timing
Monitoring/Maintenance $5,000 $5,000 $5,000 $15,000
Subtotal Operations $5,000 $64,200 $19,800 $89,000
TOTAL $26,800 $703,000 $193,300 $923,100
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TABLE 4-3: LSSP IMPLEMENTATION
CANDIDATE SIGNAL SYNCHRONIZATION PROJECTS WITH ESTIMATED COSTS
Reporting Jurisdiction Expenditures – City of Seal Beach
The corridor provided below is for future planning purposes.
CORRIDOR IMPROVEMENT SUMMARY ESTIMATED
COST
Lampson Avenue Traffic Signal Synchronization $800,000
Seal Beach Boulevard Traffic Signal Synchronization $901,500
Total Estimated Cost $1,701,500
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SECTION FIVE
TRAFFIC SIGNAL SYNCHRONIZATION ASSESSMENT REVIEW
AND SIGNAL TIMING REVISIONS
Significant timing plan updates and projects completed FY 2017/2018
through 2019/2020
The City of Seal Beach periodically conducts corridor-wide projects to both update signal
timing and upgrade obsolete traffic signal infrastructure.
The City is currently participating in the Westminster Ave. /17th St. Traffic Signal
Synchronization Project. OCTA Regional Traffic Signal Synchronization Program (RTSSP), a
Project P funded multijurisdictional traffic signal coordination project. It will involve the
construction and installation of new and/or upgraded traffic signal controller and
communication hardware and software; construction and construction management; system
integration; development, implementation, and fine-tuning of coordination timing plans;
providing ongoing monitoring and maintenance of timing and communication. A contractor was
hired in 2016 to assist in the design build of the Westminster Ave. /17th St. RTSSP and the
Traffic Management Center Upgrade.
The City has also submitted an application for the Seal Beach Boulevard Traffic Signal
Synchronization. Seal Beach would be the implementing agency, and considers it a high
priority project. If the project is awarded, the City will immediately release an RFP for
preliminary implementation and design.
The City of Seal Beach, via its traffic engineering consultants and maintenance contractors,
pro-actively monitors traffic operations along traffic signal synchronization routes. The provision
of Measure M2 funds, both for periodic signal timing updates and traffic signal system
infrastructure upgrades, are critical for successful traffic signal synchronization. The Corridor
Operational Performance (CPI) is provided by OCTA as a tool to measure the benefits of signal
synchronization. The City’s CPI is presented in Figure 5. Table 5- 1 summarizes the current
Traffic Signal Synchronization Program projects. Table 5-2 presents the signal timing revisions
for the city corridor.
12 TABLE 5-1: TRAFFIC SIGNAL SYNCHRONIZATION ASSESSMENT, REVIEW, AND REVISION LOCAL AGENCY CORRIDOR TIMING REVIEWED PAST 3 YEARS? (Y/N) DID TIMING REQUIRE AN UPDATE? (Y/N) TIMING UPDATE RESULTS Before AM Peak Midday Peak PM Peak Weekend Peak EB WB EB WB EB WB EB WB Westminster Ave1 Y Y Travel Time (sec) 892 782 739 604 768 708 687 666 Avg. Speed (mph) 19.7 21.6 22.8 27.8 21.9 23.7 24.6 25.4 No. Greens/No. Reds 1.71 1.34 2.1 4.4 2.3 3.2 2.96 3.02 No. Stops/Mile 1.79 1.68 1.29 0.76 1.25 1.07 1.04 1.04 CSPI Score 4 4 3 1 3 2 2 2 After AM Peak Midday Peak PM Peak Weekend Peak EB WB EB WB EB WB EB WB Travel Time (sec) 827 665 620 586 793 633 649 672 Avg. Speed (mph) 21.4 26.3 27.3 28.6 21.4 26.7 26.2 24.9 No. Greens/No. Reds 3.05 3.36 2.9 3.8 1.9 5 3.41 2.66 No. Stops/Mile 1.3 1.05 1.04 0.83 1.42 0.73 0.96 1.07 CSPI Score 3 1 2 1 4 1 1 2 1. A contractor was hired in 2016 to design build Traffic signal and ITS improvements. The Primary Implementation has been completed and maintenance and operation will continue. 2. An application has been submitted for Seal Beach Boulevard Traffic Signal Synchronization and ATC Controller Upgrades. If the project is awarded, the City will immediately release an RFP for preliminary implementation and design.
13 TABLE 5-2: SIGNAL TIMING REVISIONS CORRIDOR CROSS‐STREET CYCLE LENGTHS Before (AM/MD/PM/WKND) After (AM/MD/PM/WKND) Westminster Ave1 Apollo Drive 60/60/60/60 65/120/70/120 Road B 60/60/60/60 65/120/70/120 Seal Beach Boulevard 130/120/140/120 130/120/140/120 Kitts Highway 60/60/60/60 130/120/140/120 Seal Beach Blvd Within City Limits No changes warranted 1. A contractor was hired in 2016 to design build Traffic signal and ITS improvements. The Primary Implementation has been completed and maintenance and operation will continue.
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Source: OCTA; Data current as of February 2020.
Please check with OCTA prior to CTFP Call for Projects
* Eligible for funding upon completion per CTFP Guidelines
Corridor Synchronization
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Agenda Item I
AGENDA STAFF REPORT
DATE:June 8, 2020
TO:Honorable Mayor and City Council
THRU:Jill R. Ingram, City Manager
FROM:Steve Myrter, P.E., Director of Public Works
SUBJECT:Adopt 2020 Pavement Management Plan
________________________________________________________________
SUMMARY OF REQUEST:
That the City Council approve Resolution 7037 adopting the 2020 Pavement
Management Plan Report.
BACKGROUND AND ANALYSIS:
The Pavement Management Plan (PMP) is an asset management system used
by agencies to effectively and equitably manage a street system for an entire
city. The management system catalogs and rates all of the streets within the City.
It also maps out the performance of the streets over time and with projected
budget numbers, prepares recommendations for future maintenance and
rehabilitation. This management system helps agencies not only to maximize the
efficiency of the funds spent, but also helps to plan future needs for the City.
Pavement Management Plans became common during the 1990’s. During that
period, the Orange County Transportation Authority (OCTA) began requiring that
cities implement a Pavement Management Program to remain eligible to receive
Measure M (and now Measure M2) street funding. OCTA has since updated the
request that all streets within the City are included within a PMP that is updated
every 2 years. While the City receives approximately $400,000 of M2 Fairshare
funds annually, the FY2020-21 allocations may vary due to the COVID-19
pandemic and overall decrease in sales tax revenue. This allocation was
considered in the City’s proposed FY2020-21 budget, and M2-funded
transportation projects were adjusted accordingly.
The City of Seal Beach has been utilizing a PMP since the early part of the
1990’s, and has been updating its program every two years since 2004. The City
of Seal Beach has properly invested on the street system during this time and the
PMP has assisted the City with optimizing this investment. In 2009, OCTA
prepared a study and standardized the requirements of the PMP that the cities
utilize. One of the requirements is that the streets be rated on a 0-100 scale.
Many of the agencies (including Seal Beach) had already been on this system,
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but standardizing allowed the State to compare ratings among agencies. It also
has allowed the State to compile the information from all of the agencies into a
comprehensive report (California Statewide Local Streets and Roads Needs
Assessment) that is used to lobby for transportation funding in Sacramento.
OCTA has compiled a report entitled “Countywide Assessment of Existing and
Future Pavement Needs” with similar goals in mind.
On September 4, 2019, Nichols Consulting Engineers (NCE) was retained to
prepare the PMP update. Accordingly, NCE inspected all City streets for use in
preparing the Pavement Management Report update for 2020.
The City of Seal Beach has been extremely effective in management of the City’s
streets and roadways. A comparison between the City, the County and the State
of the average rating or Pavement Condition Index within the last two years is
listed below. A rating of 100 indicates new pavement and 0 is failed pavement.
Agency Average PCI
State of California (2018) 65
County of Orange (2018) 79
City of Seal Beach (2020) 80
Orange County in general has been effective in maintaining the networks of
streets and roads with the Measure M2 Program.
A copy of the PMP report has been available for review at the Public Works
Department and is included as attachment “A”.
ENVIRONMENTAL IMPACT:
This item is not subject to the California Environmental Quality Act (“CEQA”)
pursuant to Section 15061(b)(3) of the state CEQA Guidelines because it can be
seen with certainty that the adoption of a pavement management plan will not
have a significant effect on the environment.
LEGAL ANALYSIS:
No legal analysis is required for this item.
FINANCIAL IMPACT:
There are no financial impacts associated with the adoption of the 2020
Pavement Management Plan.
STRATEGIC PLAN:
This item is not applicable to the Strategic Plan.
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MEASURE BB:
This item is not applicable to Measure BB, the Seal Beach Neighborhood and
Essential Services Protection Measure.
RECOMMENDATION:
That the City Council approve Resolution 7037 adopting the 2020 Pavement
Management Plan Report.
SUBMITTED BY: NOTED AND APPROVED:
Steve Myrter Jill R. Ingram
Steve Myrter, P.E., Director of Public Works Jill R. Ingram, City Manager
Prepared by: David Spitz, P.E., Associate Engineer
ATTACHMENTS:
A. Resolution 7037
B. 2020 Pavement Management Plan Report
RESOLUTION 7037
A RESOLUTION OF THE SEAL BEACH CITY COUNCIL
CONCERNING THE STATUS AND UPDATE OF THE 2020
PAVEMENT MANAGEMENT PLAN FOR THE MEASURE M2
(M2) PROGRAM
WHEREAS, the City of Seal Beach is required to meet eligibility requirements
and submit eligibility verification packages to Orange County Transportation
Authority (OCTA) in order to remain eligible to receive M2 funds; and,
WHEREAS, the City of Seal Beach is required to adopt and update a Pavement
Management Plan (PMP), using the required format, regarding the status of road
pavement conditions and implementation of the PMP on a biennial basis; and,
WHEREAS, the City of Seal Beach is required to provide a plan that manages
the preservation, rehabilitation, and maintenance of paved roads by analyzing
pavement life cycles, assessing overall system performance costs, and
determining alternative strategies and costs necessary to improve paved roads.
NOW, THEREFORE, THE SEAL BEACH CITY COUNCIL DOES HEREBY
RESOLVE:
Section 1. The City Council hereby resolves the PMP is in conformance with
the PMP Submittal Template provided in the Countywide Pavement Management
Plan Guidelines.
Section 2. The City Council hereby adopts a PMP and has provided an
updated PMP report, using the required format, to OCTA.
Section 3. The City Council hereby authorizes the Director of Public Works,
City Engineer, or designee to sign the PMP Certification form.
5
0
5
9
PASSED, APPROVED and ADOPTED by the Seal Beach City Council at a
regular meeting held on the 8th day of June, 2020 by the following vote:
AYES: Council Members:
NOES: Council Members:
ABSENT: Council Members:
ABSTAIN: Council Members:
Schelly Sustarsic, Mayor
ATTEST:
Gloria D. Harper, City Clerk
STATE OF CALIFORNIA }
COUNTY OF ORANGE } SS
CITY OF SEAL BEACH }
I, Gloria D. Harper, City Clerk of the City of Seal Beach, do hereby certify that the
foregoing resolution is the original copy of Resolution 7037 on file in the office of
the City Clerk, passed, approved, and adopted by the Seal Beach City Council at
a regular meeting held on the 8th day of June, 2020.
Gloria D. Harper, City Clerk
City of Seal Beach
Public Works Department
211 Eighth Street
Seal Beach, CA 90740
Pavement Management Plan
Final Report
2020 Update
Fountain Valley, CA
17050 Bushard St., Suite 200
Fountain Valley, CA 92708
334.11.30
City of Seal Beach
Pavement Management Plan
2020 Update
Final Report
Submitted to:
City of Seal Beach
Public Works Department
211 Eighth Street
Seal Beach, CA 90740
June 2020
City of Seal Beach
2020 Pavement Management Plan Update
Final Report
ii
Table of Contents
Background ................................................................................................. 1
Purpose ....................................................................................................... 2
Network Pavement Condition .......................................................................... 2
Reduction in M2 Local Match .......................................................................... 7
Maintenance and Rehabilitation Strategies ........................................................ 8
Budget Needs vs. Zero Budget ....................................................................... 9
Funding for Pavement Maintenance ............................................................... 10
Budget Scenarios ........................................................................................ 11
Scenario 1: City’s Existing Budget ($950,000 per year) .................................... 12
Scenario 2: Maintain PCI at 80 ($2 million per year) ........................................ 13
Scenario 3: Improve PCI to 81 ($2.2 million per year) ..................................... 14
Summary .................................................................................................. 15
Conclusion ................................................................................................. 17
Recommendations ...................................................................................... 17
City of Seal Beach
2020 Pavement Management Plan Update
Final Report
iii
List of Tables
Table 1: Pavement Condition Categories by PCI ................................................ 3
Table 2: Pavement Network Summary ............................................................. 4
Table 3: Pavement Condition Summary ........................................................... 6
Table 4: Summary of Results from an Unconstrained Needs Analysis ................... 9
Table 5: Pavement Maintenance Budget from FY 2020/21 to FY 2026/27 ............ 10
Table 6: Pavement Budget on Three Programs for Seven Years ......................... 10
Table 7: Summary of Results for Scenario 1 ................................................... 12
Table 8: Summary of Results for Scenario 2 ................................................... 13
Table 9: Summary of Results for Scenario 3 ................................................... 14
List of Figures
Figure 1: Pavements with Various PCI’s ........................................................... 4
Figure 2: Historical PCI since 2010 .................................................................. 5
Figure 3: MPAH/Local Network Area by Condition .............................................. 6
Figure 4: Cost to Maintain Pavements over Time ............................................... 8
Figure 5: PCI vs. Deferred Maintenance for Scenario 1 ..................................... 12
Figure 6: PCI vs. Deferred Maintenance for Scenario 2 ..................................... 13
Figure 7: PCI vs. Deferred Maintenance for Scenario 3 ..................................... 14
Figure 8: PCI Comparisons between Scenarios ................................................ 15
Figure 9: Deferred Maintenance by Scenario by Year ....................................... 15
Figure 10: Resulting Pavement Condition Breakdown for Scenarios .................... 16
City of Seal Beach
2020 Pavement Management Plan Update
Final Report
iv
Appendix 1:
Section Description Inventory – Average (weighted by area) PCI for:
MPAH Network by Street Name
Local Network by Street Name
MPAH Network by Descending PCI
Local Network by Descending PCI
Appendix 2:
Seven-Year Work Plan under Scenario 1 (City’s Existing Budget)
MPAH Rehabilitation Program
Local Rehabilitation Program
Preventive Program
Appendix 3:
OCTA Pavement Management Plan Agency Submittal
City of Seal Beach
2020 Pavement Management Plan Update
Final Report
1
Background
The City of Seal Beach (City) selected NCE to perform an update of the City’s
Pavement Management Plan (PMP). The goal of this project is to update the PMP with
current pavement conditions and to perform funding analyses to help inform and
educate policy makers as well as to comply with the Orange County Transportation
Authority’s (OCTA) Measure M2 Program.
Broadly, a “… pavement management system is designed to provide objective
information and useful data for analysis so that … managers can make more
consistent, cost-effective, and defensible decisions related to the preservation of a
pavement network.” The PMP is designed to assist cities with answering questions
such as:
• What comprises the City’s pavement network? How many miles of public
streets are in a jurisdiction? What is the total pavement area of these public
streets?
• What is the existing Pavement Condition Index (PCI) of the public street
pavement network? Is this an acceptable PCI level for the City? If not, what is
an acceptable level? How much additional funding is needed to achieve an
acceptable level? How much is needed to maintain the public street pavement
network at this PCI level?
• What maintenance and rehabilitation strategies are needed to maintain or
improve the current pavement conditions?
• What are the maintenance priorities under different budget constraints?
In order to answer these questions, current pavement distress data was obtained
and the PMP update was performed using the PAVERTM pavement management
software. The pavement distress data was collected in compliance with ASTM D6433-
18 1 and as outlined by OCTA in the Countywide Pavement Management Plan
Guidelines (OCTA Guidelines)2.
1 ASTM D6433-18. Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys. ASTM
International, West Conshohocken, PA.
2 OCTA. Countywide Pavement Management Plan Guidelines Manual. April 2018.
City of Seal Beach
2020 Pavement Management Plan Update
Final Report
2
The City owns and maintains approximately 41.8 centerline miles of pavements,
which includes 12.8 miles of the Master Plan of Arterial Highways (MPAH) streets, 29
miles of local streets representing a total replacement cost of $123 million.
Purpose
The purpose of this report is to help policy makers use the results of the PMP. This
report analyzes different levels of funding and maximizes the return on treatment
expenditures by selecting the most cost-effective repairs.
It also assists the City with identifying M&R priorities specific to the City’s needs and
highlights options for improving the current PCI. These options were developed by
conducting "what-if" analyses using the PAVERTM software. By varying the budget
amounts available for pavement M&R, the impacts of different funding strategies on
the City’s streets for the next seven years were determined.
The 2020 PMP update includes an assessment of the entire street network; the
assessment was conducted between January and April 2020. For the 2020 update,
the following tasks were also completed:
• Maintenance activities that have occurred since the last update in 2018 were
added to the database.
• Pavement treatment policies were reviewed, and unit costs were updated.
Network Pavement Condition
The PCI is a measurement of pavement grade or condition and ranges from 0 to 100.
A newly constructed or rehabilitated street would have a PCI of 100, while a very
poor street would have a PCI of 40 or less. Table 1 shows the PCI range for each
pavement condition category, as outlined in the OCTA Guidelines.
City of Seal Beach
2020 Pavement Management Plan Update
Final Report
3
Table 1: Pavement Condition Categories by PCI
Condition
Category PCI Range Description
Very Good 86-100 Pavements with little or no distress.
Good 75-85 Pavements with some distresses that are predominantly
non-load related.
Fair 60-74 Pavements with a significant level of distress that is
predominantly load related.
Poor 41-59 Pavements with major distress.
Very Poor 0-40 Pavements with an extensive amount of distress.
The pavement condition is primarily affected by climate, traffic loads and volumes,
subgrade failure, construction materials, and age. Some of the distresses manifested
by asphalt concrete pavement as it ages or fails are:
• Alligator (Fatigue) Cracking* • Patching and Utility Cut Patching
• Bleeding • Polished Aggregate
• Block Cracking • Potholes
• Bumps and Sags • Railroad Crossing
• Corrugation • Rutting*
• Depression • Shoving*
• Edge Cracking • Slippage Cracking*
• Joint Reflection Cracking • Swell
• Lane/Shoulder Drop-Off • Raveling
• Longitudinal/Transverse Cracking • Weathering
*Indicates load-related distress
Figure 1 shows pavements with different PCIs.
City of Seal Beach
2020 Pavement Management Plan Update
Final Report
4
Figure 1: Pavements with Various PCI’s
The City’s overall weighted average PCI 3 for the pavement network in 2020 is 80,
which is in “Good” category. Table 2 shows that the local streets, with an average
PCI of 82, are in better condition than the MPAH streets, which have an average PCI
of 77.
Table 2: Pavement Network Summary
Functional
Class
Centerline
Mileage Lane Miles # of
Sections
Pavement
Area (sf)
%
Pavement
Area
Weighted
Average
PCI
MPAH 12.8 45.3 43 4,125,009 43.7% 77
Local 29.0 56.8 204 5,309,275 56.3% 82
Total 41.8 102.1 247 9,434,284 100.0% 80
3 The weighted average PCI is a result of multiplying the area of each street section by the PCI of that section,
adding the sections together, and then dividing by the total of the network areas or functional classification.
PCI = 94 PCI = 78
PCI = 34 PCI = 54
Photo from other agency for illustration purpose
Central Way from 1st St and 2nd St
Electric Ave SB from 14th St and Main St
Almond Ave from Iris Cir to Oleander St
City of Seal Beach
2020 Pavement Management Plan Update
Final Report
5
Figure 2 shows that the network PCI has fluctuated in the mid-80s to low-80s since
2010. It shows a declining trend which might be due to the increasing material cost
to pave. The City’s existing budget has not changed before 2020.
Figure 2: Historical PCI since 2010
Table 3 and Figure 3 provide a pavement condition breakdown for the streets by PCI
condition category and network. Overall, approximately 67.3 percent (by area) of the
City’s street network is in “Very Good” or “Good” condition category, approximately
31.2 percent of the streets are in “Fair” to “Poor” category, while 1.5 percent of the
streets fall in “Very Poor” condition. The local network is in a slightly better condition
comparing it with the 2018 inspected PCI. There is a six-point drop in the PCI from
the MPAH network. Appendix 1 provides the PCI for each street section in the network,
sorted by street name and by PCI.
84 85 83 84 82 80
50
60
70
80
90
100
2010 2012 2014 2016 2018 2020PCI
Year
City of Seal Beach
2020 Pavement Management Plan Update
Final Report
6
Table 3: Pavement Condition Summary
Condition
Category
PCI
Range Network
Percent Area
of Total
Pavement
Area of
Pavement
(sf)
Percent
Centerline
Mileage of
Network
Centerline
Mileage of
Network
Very
Good 86-100 MPAH 13.9% 1,312,316 44.8% 4.0
Local 27.7% 2,610,163 14.7
Good 75-85 MPAH 10.8% 1,016,520 24.2% 2.7
Local 14.9% 1,406,036 7.4
Fair 60-74 MPAH 14.7% 1,390,623 22.0% 4.0
Local 10.6% 1,005,928 5.2
Poor 41-59 MPAH 3.0% 286,808 7.1% 1.5
Local 2.9% 270,868 1.5
Very Poor 0-40 MPAH 1.3% 118,742 1.9% 0.7
Local 0.2% 16,280 0.1
Total 100% 9,434,284 100% 41.8
Figure 3: MPAH/Local Network Area by Condition
Very
Good,
31.8%
Good,
24.6%
Fair,
33.7%
Poor,
7.0%
Very Poor,
2.9%
MPAH Network
Very
Good,
49.2%
Good,
26.5%
Fair,
18.9%
Poor,
5.1%
Very Poor,
0.3%
Local Network
City of Seal Beach
2020 Pavement Management Plan Update
Final Report
7
Reduction in M2 Local Match
The Measure M Regional Capacity Plan – which provides Measure M2 grant funding
for arterial, intersection, and freeway/arterial improvements – includes an incentive
for successful implementation of a PMP. The incentive is a 10 percent reduction in
local matching fund requirements if either of the following conditions apply:
a) Show measurable improvement of paved road/street conditions during the
previous reporting period defined as an overall weighted (by area) average
system improvement of one PCI point with no reduction in the overall weighted
(by area) average PCI in the MPAH or local road/street categories; or
b) Have road/street pavement conditions for the overall network during the
previous reporting period within the highest 20 percent of the scale for
road/street pavement conditions in conformance with OCTA Ordinance No.3,
defined as a PCI of 75 or higher.
The City’s average network PCI of 80 fulfills requirement (b); therefore, the City will
remain eligible for M2 funds and will receive the 10 percent reduction.
City of Seal Beach
2020 Pavement Management Plan Update
Final Report
8
Maintenance and Rehabilitation Strategies
Preventive maintenance treatments such as slurry seal with digouts is suitable for
pavements in “Very Good” to “Good” condition and should be applied every five to
seven years if the pavement condition is appropriate. Approximately 67.3 percent of
the City’s pavement area would benefit from these relatively inexpensive treatments.
As the pavement condition deteriorates, mill and overlay or full depth AC replacement
should be performed. These are considered “rehabilitation” or “reconstruction”.
localized base repairs are commonly used as preparatory work prior to applying
overlays.
History has shown that it costs less to maintain streets in good condition than to
repair those that have failed. by letting pavements deteriorate, streets that once cost
$1 per square foot (sf) to seal may, in a few years, cost as much as $7.5/sf to overlay
or up to $13/sf to replace. With rising material costs, the timeliness of repairs
becomes more critical. The pavement deterioration curve shown by the blue line
illustrates how pavement deteriorates over time (Figure 4).
Figure 4: Cost to Maintain Pavements over Time
Very Good
Good
Poor
Very Poor
40% 75% 90%
Grind and Overlay with Digouts
$6.5-$7.5/sf
% of Pavement Life Pavement Condition Grind and Overlay
$4-$5.50/sf
Fair
Reconstruction
$13/sf
Slurry Seal with Digouts
$1-$1.5/sf
City of Seal Beach
2020 Pavement Management Plan Update
Final Report
9
Budget Needs vs. Zero Budget
Based on the principle that it costs less to maintain streets in good condition than
bad, the PAVERTM software strives to develop an M&R strategy that will improve the
overall condition of the network to an optimal PCI level.
The first step in developing a cost-effective M&R strategy is to determine, assuming
unlimited revenues (i.e., an unconstrained budget), the maintenance "needs" of the
network. This is estimated to be approximately $15.3 million over the next seven
years. If the City follows this strategy, the average network PCI will fluctuate in the
80s. If, however, no funding is allocated to pavement maintenance over the next
seven years, the streets will deteriorate, and the network PCI will drop to 68. Table
4 below shows the impacts on the PCI, assuming an unconstrained budget.
Table 4: Summary of Results from an Unconstrained Needs Analysis
Fiscal Year FY
2020
/21
FY
2021
/22
FY
2022
/23
FY
2023
/24
FY
2024
/25
FY
2025
/26
FY
2026
/27
Total
Budget Needs ($M) 4.9 4.7 0.9 1.2 1.0 0.5 2.1 15.3
Rehabilitation ($M) 4.5 4.6 0.6 1.1 0.9 0.2 2.0 13.9
Preventive Maintenance ($M) 0.4 0.1 0.3 0.1 0.1 0.3 0.1 1.4
PCI without Treatment 78 76 75 73 71 69 68 N/A
PCI with Treatment 82 86 85 84 83 82 82 N/A
Of the needs shown in Table 4, $1.4 million (approximately 9 percent) is identified
for preventive maintenance. Additionally, $13.9 million (approximately 91 percent)
is allocated for the more costly rehabilitation treatments, totaling $15.3 million in
pavement resurfacing needs over the seven-year analysis period.
The unconstrained “Needs” module looks at each street section and identifies the
treatment needed and the year that treatment should be performed. The streets in
“Poor” or “Very Poor” conditions that require the more costly repairs will be among
those chosen in the first year. Once these treatments are completed, the streets may
not require another treatment during the analysis period.
The expenditures of this unconstrained budget scenario reflect a strategy of “front
loading” the maintenance repairs, as deferring treatments will cost more later. Based
on this strategy, 32 percent ($4.9 million) is needed in FY 2020/21. However, very
few agencies are able to fund all maintenance treatments in the first year, so the
budget scenarios reflect a more realistic annual funding level.
City of Seal Beach
2020 Pavement Management Plan Update
Final Report
10
Funding for Pavement Maintenance
Currently, based upon existing revenue estimates, the City identified a total of
$6,650,000 in the Capital Improvement Project budget for the next seven years. The
budget for each year is shown in Table 5.
Table 5: Pavement Maintenance Budget from FY 2020/21 to FY 2026/27
Fiscal Year
FY
2020
/21
FY
2021
/22
FY
2022
/23
FY
2023
/24
FY
2024
/25
FY
2025
/26
FY
2026
/27
Total
Estimated
Budget ($M) 950,000 950,000 950,000 950,000 950,000 950,000 950,000 6,650,000
This amount will be used on three programs. The distribution of funds on these three
programs are found in Table 6.
Table 6: Pavement Budget on Three Programs for Seven Years
Program Funds ($/per Year)
MPAH Rehabilitation 300,000
Local Street Rehabilitation 400,000
Preventive Program 250,000
City of Seal Beach
2020 Pavement Management Plan Update
Final Report
11
Budget Scenarios
Having determined the maintenance needs of the street network, the next step in
developing a cost-effective M&R strategy is to conduct several “what-if” analyses.
Using the budget scenario module, the impacts of various budget "scenarios" can be
evaluated. By examining the impacts, the advantages and disadvantages of different
funding levels and maintenance strategies can be illustrated.
The following scenarios were performed for this report.
• Scenario 1: City’s Existing Budget ($950,000 per year) – The City’s
projected annual budget for is $950,000. By the end of the analysis period,
the City’s network PCI would be 75. The City will stay eligible for M2 local
matching funds. The deferred maintenance will increase from $4.9 million to
$17 million by FY 2026/27.
• Scenario 2: Maintain PCI at 80 ($2 million per year) – The City will need
approximately $2 million per year in order to maintain the current network PCI
at 80 over the next seven years.
• Scenario 3: Improve PCI to 81 ($2.2 million per year) – As part of the
OCTA submittal, agencies are required to submit an alternative funding level
that improves the PCI. To improve the PCI by one point, the City would need
to spend approximately $2.2 million each year over the next seven years.
An annual inflation factor of three percent was used for the analysis. Deferred
maintenance consists of pavement maintenance that is needed but cannot be
performed due to lack of funding. It is also referred to as the unfunded backlog.
City of Seal Beach
2020 Pavement Management Plan Update
Final Report
12
Scenario 1: City’s Existing Budget ($950,000 per year)
The City’s existing seven-year budget is $950,000 per year with $300,000 allocated
in MPAH Rehabilitation Program, $400,000 in Local Street Rehabilitation Program,
and $250,000 in Preventive Program. This scenario shows that the network PCI would
decrease to 75 by FY 2026/27. By FY 2026/27, approximately 65.4 percent of the
street network would be in “Very Good” to “Good” range, 31.3 percent in “Fair” to
“Poor” condition, and 3.3 percent in “Very Poor” condition. The deferred maintenance
will increase from $4.9 million to $17 million. Table 7 and Figure 5 show the results
of this scenario. Appendix 2 contains a list of the seven-year work plan for streets.
Table 7: Summary of Results for Scenario 1
Fiscal Year Before
Work
FY
2020
/21
FY
2021
/22
FY
2022
/23
FY
2023
/24
FY
2024
/25
FY
2025
/26
FY
2026
/27
Total
Budget ($M) N/A 0.8 1.0 1.0 0.9 0.9 0.9 1.2 6.7
Rehabilitation ($M) N/A 0.6 0.8 0.7 0.7 0.6 0.6 0.9 4.9
Preventive
Maintenance ($M) N/A 0.2 0.2 0.3 0.2 0.3 0.3 0.3 1.8
Deferred
Maintenance ($M) 4.9 3.8 7.9 10.9 13.0 14.5 15.2 17.0 N/A
PCI (MPAH) 77 76 74 73 71 69 67 66 N/A
PCI (Local) 82 82 82 82 82 81 81 81 N/A
PCI (Network) 80 80 79 79 78 77 76 75 N/A
Figure 5: PCI vs. Deferred Maintenance for Scenario 1
$4.9
$3.8
$7.9
$10.9
$13.0
$14.5 $15.2
$17.0
80 80 79 79 78 77 76 75
$0
$10
$20
$30
0
20
40
60
80
100
Deferred Maintenance ($ Millions)PCIFiscal Year
Deferred Maintenance ($ M)Network PCI
City of Seal Beach
2020 Pavement Management Plan Update
Final Report
13
Scenario 2: Maintain PCI at 80 ($2 million per year)
To maintain a network PCI of 80, the City will need to spend approximately $2 million
per year. By the end of the analysis period, 78.5 percent of the street network would
be in “Very Good” to “Good” range, 19.8 percent would be in “Fair” or “Poor” condition
category, and 1.7 percent in “Very Poor” condition. The deferred maintenance will
decrease slightly to $4.4 million by FY 2026/27. Table 8 and Figure 6 show the results
of this scenario.
Table 8: Summary of Results for Scenario 2
Fiscal Year Before
Work
FY
2020
/21
FY
2021
/22
FY
2022
/23
FY
2023
/24
FY
2024
/25
FY
2025
/26
FY
2026
/27
Total
Budget ($M) N/A 2.0 2.0 2.1 2.0 2.0 2.0 2.0 14.1
Rehabilitation ($M) N/A 1.6 1.9 1.8 1.9 1.9 1.7 1.9 12.7
Preventive
Maintenance ($M) N/A 0.4 0.1 0.3 0.1 0.1 0.3 0.1 1.4
Deferred
Maintenance ($M) 4.9 2.8 5.6 5.9 5.6 5.1 4.0 4.4 N/A
PCI (MPAH) 77 79 79 80 80 78 77 78 N/A
PCI (Local) 82 81 80 79 80 81 82 82 N/A
PCI (Network) 80 80 81 81 81 80 80 80 N/A
Figure 6: PCI vs. Deferred Maintenance for Scenario 2
$4.9
$2.8
$5.6 $5.9 $5.6 $5.1 $4.0 $4.4
80 80 81 81 81 80 80 80
$0
$10
$20
$30
0
20
40
60
80
100
Deferred Maintenance ($ Millions)PCIFiscal Year
Deferred Maintenance ($ M)Network PCI
City of Seal Beach
2020 Pavement Management Plan Update
Final Report
14
Scenario 3: Improve PCI to 81 ($2.2 million per year)
This scenario shows that an annual budget of approximately $2.2 million would be
required to improve the network PCI from 80 to 81. The network PCI will slowly
increase to 82 in four years and stay at 81 in the remaining three years. By FY
2026/27, approximately 80.8 percent of the street network would be in “Very Good”
to “Good” range, 19.2 percent in “Fair” or “Poor” category, and none in “Very Poor”.
The deferred maintenance will decrease to $2.4 million by the end of the analysis.
Table 9 and Figure 7 show the results of this scenario.
Table 9: Summary of Results for Scenario 3
Fiscal Year Before
Work
FY
2020
/21
FY
2021
/22
FY
2022
/23
FY
2023
/24
FY
2024
/25
FY
2025
/26
FY
2026
/27
Total
Budget ($M) N/A 2.3 2.3 2.3 2.3 2.1 2.2 2.1 15.6
Rehabilitation ($M) N/A 1.9 2.2 2.0 2.2 2.0 1.9 2.0 14.2
Preventive
Maintenance ($M) N/A 0.4 0.1 0.3 0.1 0.1 0.3 0.1 1.4
Deferred
Maintenance ($M) 4.9 2.5 5.1 5.0 4.2 3.6 2.3 2.4 N/A
PCI (MPAH) 77 79 80 81 80 79 79 80 N/A
PCI (Local) 82 81 80 80 82 83 83 82 N/A
PCI (Network) 80 80 81 81 82 81 81 81 N/A
Figure 7: PCI vs. Deferred Maintenance for Scenario 3
$4.9
$2.5
$5.1 $5.0 $4.2 $3.6 $2.3 $2.4
80 80 81 81 82 81 81 81
$0
$10
$20
$30
0
20
40
60
80
100
Deferred Maintenance ($ Millions)PCIFiscal Year
Deferred Maintenance ($ M)Network PCI
City of Seal Beach
2020 Pavement Management Plan Update
Final Report
15
Summary
Figures 8 and 9 compare the resulting PCIs and deferred maintenance for all budget
scenarios.
Figure 8: PCI Comparisons between Scenarios
Figure 9: Deferred Maintenance by Scenario by Year
Figure 10 compares the changes in the pavement condition distribution for the three
budget scenarios. Currently, 67.3 percent of the City Streets are in “Very Good” to
Good“ range, 31.2 percent fall in “Fair” to “Poor” categories, and 1.5 percent in “Very
Poor” condition. Only Scenario 1 shows a decrease in the “Very Good” condition. If
80
79 79
78
77
76
75
81 81
80 80 80
80 80
81 81
82
81 81 81
70
75
80
85
Current FY 2020/21 FY 2021/22 FY 2022/23 FY 2023/24 FY 2024/25 FY 2025/26 FY 2026/27PCI
Fiscal Year
Scenario 1: City’s Existing Budget
Scenario 2: Maintain PCI at 80
Scenario 3: Improve PCI to 81
4.9 4.9 4.9
7.9
5.6 5.1
17.0
4.4
2.4
0
5
10
15
20
Scenario 1: City’s Existing
Budget
Scenario 2: Maintain PCI at
80
Scenario 3: Improve PCI to
81Deferred Maintenance ($ Million)
City of Seal Beach
2020 Pavement Management Plan Update
Final Report
16
the City continues to spend $950,000 on paving projects (Scenario 1), more streets
will fall from “Very Good” to “Good” after seven years. Scenarios 2 and 3 show similar
results in the projected conditions in FY 2026/27. In Scenario 3, there will be no
street under “Very Poor” category by the end of the analysis.
Figure 10: Resulting Pavement Condition Breakdown for Scenarios
Very
Good
41.6%
Good
25.7%
Fair
25.3%
Poor
5.9%
Very Poor
1.5%
Current Condition
Very
Good
29.5%
Good
35.9%
Fair
17.6%
Poor
13.7%
Very Poor
3.3%
Scenario 1: City’s Existing Budget
Very
Good
41.2%
Good
37.3%
Fair
17.8%
Poor
2.0%
Very Poor
1.7%
Scenario 2: Maintain PCI at 80
Very
Good
41.8%
Good
39.0%
Fair
17.2%
Poor
2.0%
Scenario 3: Improve PCI to 81
City of Seal Beach
2020 Pavement Management Plan Update
Final Report
17
Conclusion
The City has a street system that is in an overall “Good” condition with a network
average (weighted by area) PCI of 80. Approximately 67.3 percent (by area) of the
network is in “Very Good” or “Good” condition category, 31.2 percent is in “Fair” to
“Poor” range, and 1.5 percent is within “Very Poor” condition.
Based on the pavement condition, the City has met OCTA’s requirements for receiving
a 10 percent reduction in M2 local matching funds by maintaining the PCI above 75.
The City’s eligibility would continue for the next seven years under current funding
plans (Scenario 1).
The biennial update of the PMP is an eligibility requirement of the Measure M2 plan
as administered by OCTA. Appendix 3 contains the completed PMP submittal as
required by OCTA.
Recommendations
NCE recommends that the City consider the following:
• Pavement Budget
o At a minimum, NCE recommends the City increase the current funding
to maintain the network PCI at 80.
• Pavement Maintenance Strategies
o NCE recommends that the City continue with three paving programs to
maintain the portion of the street network that is in good condition and
improve pavement currently in poor condition and increase the budget
on MPAH Rehabilitation.
• Re-inspection Strategies
o NCE recommends that the street network continue to be inspected every
two years to comply with the M2 directive for pavement inspections and
to facilitate ongoing decision-making.
• M&R Decision Tree
o The M&R treatment strategies and associated unit costs should be
reviewed and updated biennially to reflect new construction
techniques/costs so that the budget analysis results can continue to be
reliable and accurate.
City of Seal Beach
2020 Pavement Management Plan Update
Final Report
18
• Additional Funding
NCE recommends that the City pursue additional pavement funding sources if
feasible. Some examples of funding sources are listed:
Federal
• Highway Safety Improvement Program
State
• State Transportation Improvement Program
• CalRecycle grants
Local
• Local sales taxes
• Development impact fees
• Traffic impact and transportation mitigation fees
Appendix 1
Section Description Inventory
Average (weighted by area) PCI for:
i.MPAH Network by Street Name
Local Network by Street Name
ii. MPAH Network by Descending PCI
Local Network by Descending PCI
Section Description Inventory Report
This report lists a variety of section description information for each of the City’s
pavement sections. It lists the street and section identifiers, limits, functional
classification, surface type, number of lanes, lengths, widths, latest treatment
history, and latest inspection result.
The field descriptions in this report are listed below.
Header Description
MPAH/LOCAL MPAH = Master Plan of Arterial Highways streets, Local
= local streets
STREET ID Street identification in PAVERTM unique for each street
STREET NAME The name of the street as indicated by street signs in
the field
SECTION ID Section identification number in PAVERTM unique for
each section of one street
FROM Beginning limit of the section
TO Ending limit of the section
FC Functional Classification (A –Arterial, C - Collector, E –
Residential/Local)
SURFACE TYPE Surface Type (AC = Asphalt Concrete, AC/AC = AC
Overlay of AC Pavement)
LANES Number of lanes of the section
LENGTH (FT) Length of the section in feet
WIDTH (FT) Average width of the section in feet
AREA (SF) Area of the section in square feet
LAST M&R DATE Date of the last treatment on the section
WORK TYPE Type of the last treatment/work on the section
PCI DATE Last 2020 inspection date or M&R date, whichever is
the latest
PCI Average 2020 PCI for the section
MPAH Network by Street Name
City of Seal Beach 2020 PMP UpdatePCI List - MPAHSorted by Street NameMPAH/ LocalStreet IDStreet NameSection IDFrom To FCSurface TypeLanesLength (ft)Width (ft)Area (sf)Last M&R DateWork Type PCI Date PCIMPAH 09 1ST ST 019 OCEAN AV MARINA DR A AC 2 887 40 35,480 1/15/2020 80MPAH 09 1ST ST 021 PCH 597' NE/PCH A AC 2 597 24 14,328 3/24/2020 35MPAH 09 1ST ST 0258N MARINA DR PCH A AC 2 2,172 23 49,956 5/1/2003 Slurry Seal 3/24/2020 44MPAH 09 1ST ST 0259S PCH MARINA DR A AC 2 2,172 22 47,784 5/1/2003 Slurry Seal 1/15/2020 58MPAH 031 BOLSA AV 051 SEAL BEACH BL BALBOA DR C AC 2 1,985 37 73,445 1/1/2006 Slurry Seal 1/15/2020 70MPAH 031 BOLSA AV 052 BALBOA DR PCH C AC 2 993 37 36,741 4/20/2020 Asphalt Rubber Hot Mix 4/20/2020 100MPAH 063 ELECTRIC AV NB 0101 MAIN ST 6TH ST C AC 1 960 27 25,920 7/2/2012 Slurry Seal 1/15/2020 30MPAH 063 ELECTRIC AV NB 0102 SEAL BEACH BL 14TH ST C AC 1 820 27 22,140 1/1/2007 Slurry Seal 1/15/2020 89MPAH 063 ELECTRIC AV NB 0103 14TH ST MAIN ST C AC 1 1,590 27 42,930 1/15/2020 91MPAH 064 ELECTRIC AV SB 0104 6TH ST MAIN ST C AC 1 910 25 22,750 7/2/2012 Slurry Seal 1/15/2020 67MPAH 064 ELECTRIC AV SB 0105 SEAL BEACH BL 14TH ST C AC 1 755 25 18,875 1/1/2007 Slurry Seal 3/24/2020 93MPAH 064 ELECTRIC AV SB 0106 14TH ST MAIN ST C AC 1 1,605 25 40,125 1/15/2020 35MPAH 086 LAMPSON AV 316 HEATHER ST CANDLEBERRY AV A AC 4 2,630 60 157,800 1/8/2020 78MPAH 086 LAMPSON AV 317 CANDLEBERY AV BASSWOOD ST A AC 5 1,269 56 71,064 1/8/2020 76MPAH 086 LAMPSON AV 318 BASSWOOD ST 735' W/O BASSWOOD ST A AC 5 735 56 41,160 1/8/2020 74MPAH 086 LAMPSON AV 319 735' W/O BASSWOOD ST OLD RANCH PLAZA A AC 5 1,903 56 106,568 1/8/2020 59MPAH 086 LAMPSON AV 320 OLD RANCH PLAZA SEAL BEACH BLVD A AC 5 746 56 41,776 3/24/2020 62MPAH 086 LAMPSON AV 321 CITY LIMIT ROSE ST A AC 4 1,781 60 106,860 3/24/2020 75MPAH 086 LAMPSON AV 335 ROSE ST HEATHER ST A AC 4 1,582 60 94,920 1/8/2020 81MPAH 090 MARINA DR 0150 PCH 6TH ST C AC 3 629 61 38,369 1/15/2020 38MPAH 090 MARINA DR 0151 6TH ST 1ST ST C AC 2 1,650 50 82,500 1/15/2020 58MPAH 090 MARINA DR 0304 1ST ST CITY LIMIT C AC 2 965 50 48,250 1/18/2020 86MPAH 0100 OLD RANCH PARKWAY 0165 SEAL BEACH BL 200' W/ SEAL BEACH BL A AAC 3 200 48 9,600 7/1/2019 Cold Mill and Overlay - 2 Inches 1/15/202077MPAH 0100 OLD RANCH PARKWAY 0166 200' W/ SEAL BEACH 720' W/ SEAL BEACH A AC 4 520 64 33,280 1/15/2020 75MPAH 0100 OLD RANCH PARKWAY 0167 720' W/ SEAL BEACH 22 FWY A AC 2 1,030 34 35,020 1/15/2020 90MPAH 0115 SEAL BEACH BL 0184 ELECTRIC AV PCH A AC 2 1,510 40 60,400 7/2/2012 Slurry Seal 1/9/2020 69MPAH 0115 SEAL BEACH BL 0186 PCH BOLSA AV A AC 6 1,640 97 159,080 1/9/2020 74MPAH 0115 SEAL BEACH BL 0190 FWY 405 NORTH (OLD RANCH PKY) LAMPSON AV A AC 6 833 89 74,137 1/9/2020 66MPAH 0115 SEAL BEACH BL 0191 LAMPSON AV ST. CLOUD DR A AC 6 915 77 70,455 1/9/2020 70MPAH 0115 SEAL BEACH BL 0192NB ST. CLOUD DR PLYMOUTH DR A AC 3 1,491 38 57,404 3/24/2020 70MPAH 0115 SEAL BEACH BL 0192SB PLYMOUTH DR ST. CLOUD DR A AC 3 1,491 38 57,404 1/9/2020 67MPAH 0115 SEAL BEACH BL 0193NB PLYMOUTH DR CITY LIMIT A AC 3 1,040 48 50,440 3/24/2020 70MPAH 0115 SEAL BEACH BL 0193SB CITY LIMIT PLYMOUTH DR A AC 3 1,040 48 50,440 3/24/2020 70MPAH 0115 SEAL BEACH BL 322 BOLSA AV HERON POINTE A AC 2 2,062 99 204,138 1/9/2020 67MPAH 0115 SEAL BEACH BL 323 HERON POINTE ADOLFO LOPEZ DR A AC 2 1,248 99 123,552 1/9/2020 83MPAH 0115 SEAL BEACH BL 324 ADOLFO LOPEZ DR APOLLO DR A AC 6 579 98 56,742 1/9/2020 75MPAH 0115 SEAL BEACH BL 325 APOLLO DR ROAD C A AC 6 1,788 98 175,224 1/9/2020 79MPAH 0115 SEAL BEACH BL 326 ROAD C WESTMINSTER BL A AC 6 1,551 98 151,998 1/9/2020 80MPAH 0115 SEAL BEACH BL 327 WESTMINSTER BL ST ANDREWS DR A AC 6 1,010 95 95,950 3/24/2020 69MPAH 0115 SEAL BEACH BL 328 ST ANDREWS DR (N) GOLDEN RAIN RD A AC 6 1,964 95 186,580 1/9/2020 68MPAH 0115 SEAL BEACH BL 329 (N) GOLDEN RAIN RD FWY 405 SOUTH (NORTH GATE ROAD) A AC 6 1,527 95 145,065 3/24/2020 69MPAH 0127 WESTMINSTER BL 0208 W/CITY LIMIT SEAL BEACH BL A AC 4 4,360 79 344,440 8/1/2017 Asphalt Rubber Hot Mix 1/10/2020 100MPAH 0127 WESTMINSTER BL 0209 BOLSA CHICA RD SEAL BEACH BL A AC 4 10,610 72 763,920 7/1/2015 Asphalt Rubber Hot Mix 3/24/2020 901 of 1
Local Network by Street Name
City of Seal Beach 2020 PMP UpdatePCI List - LocalSorted by Street NameMPAH/ LocalStreet IDStreet NameSection IDFrom To FCSurface TypeLanesLength (ft)Width (ft)Area (sf)Last M&R DateWork Type PCI Date PCILocal 01 10TH ST 01 ELECTRIC AV PCH E AC 2 660 40 26,400 1/16/2020 85Local 01 10TH ST 02 OCEAN AV ELECTRIC AV E AC 2 950 40 38,000 1/16/2020 71Local 01 10TH ST 03 SEAL WY OCEAN AV E AC 2 210 25 5,250 1/16/2020 57Local 02 11TH ST 04 ELECTRIC AV LANDING AV E AC 2 210 37 7,770 2/1/2016 Asphalt Rubber Hot Mix 1/16/2020 97Local 02 11TH ST 05 SEAL WY OCEAN AV E AC 2 210 25 5,250 7/2/2012 Slurry Seal 1/16/2020 57Local 02 11TH ST 06 OCEAN AV ELECTRIC AV E AC 2 965 40 38,600 1/16/2020 73Local 03 12TH ST 07 ELECTRIC AV PCH C AC 2 860 37 31,820 1/16/2020 69Local 03 12TH ST 08 OCEAN AV ELECTRIC AV E PCC 2 810 40 32,400 1/16/2020 92Local 03 12TH ST 09 SEAL WY OCEAN AV E AC 2 210 24 5,040 7/2/2012 Slurry Seal 1/16/2020 59Local 04 13TH ST 010 ELECTRIC AV PCH E AC 1 1,013 21 21,273 2/1/2016 Asphalt Rubber Hot Mix 1/16/2020 92Local 04 13TH ST 011 OCEAN AV ELECTRIC AV E AC 2 710 40 28,400 1/16/2020 71Local 04 13TH ST 012 SEAL WY OCEAN AV E AC 2 210 25 5,250 7/2/2012 Slurry Seal 1/16/2020 82Local 05 14TH ST 013 ELECTRIC AV PCH E AAC 2 1,010 21 21,210 7/1/2015 Overlay - AC Structural 1/16/2020 93Local 05 14TH ST 014 OCEAN AV ELECTRIC AV E AC 2 660 40 26,400 1/16/2020 79Local 05 14TH ST 015 SEAL WY OCEAN AV E AC 2 210 25 5,250 7/2/2012 Slurry Seal 1/16/2020 61Local 06 15TH ST 016 ELECTRIC AV PCH E AAC 1 1,110 21 23,310 7/1/2015 Overlay - AC Structural 3/24/2020 90Local 07 16TH ST 017 ELECTRIC AV PCH E AC 2 1,160 21 24,360 7/1/2019 Asphalt Rubber Hot Mix 1/16/2020 100Local 08 17TH ST 018 ELECTRIC AV PCH E AC 1 1,260 21 26,460 7/1/2019 Asphalt Rubber Hot Mix 1/16/2020 97Local 010 2ND ST 022 OCEAN AV CENTRAL AV E AC 2 860 40 34,400 1/16/2020 91Local 010 2ND ST 334 CENTRAL AV MARINA DR E AC 2 105 40 4,200 3/24/2020 85Local 011 3RD ST 023 OCEAN AV CENTRAL AV E AC 2 760 40 30,400 1/16/2020 79Local 012 4TH ST 024 OCEAN AV MARINA DR E AC 2 1,200 40 48,000 1/16/2020 90Local 013 5TH ST 025 MARINA DR PCH C AC 4 660 60 39,600 7/1/2019 Slurry Seal 1/16/2020 70Local 013 5TH ST 026 OCEAN AV MARINA DR E AC 2 1,400 40 56,000 1/16/2020 67Local 014 6TH ST 027 OCEAN AV ELECTRIC AV E AC 2 1,300 40 52,000 1/10/2020 79Local 014 6TH ST 333 (S) ELECTRIC AV MARINA DR E AC 2 195 40 7,800 3/24/2020 51Local 015 7TH ST 028 ELECTRIC AV MARINA DR E AC 2 210 40 8,400 1/10/2020 93Local 015 7TH ST 029 OCEAN AV ELECTRIC AV E AC 2 1,280 40 51,200 1/15/2020 91Local 016 8TH ST 030 ELECTRIC AV PCH E AC 2 460 40 18,400 1/15/2020 92Local 016 8TH ST 031 OCEAN AV ELECTRIC AV E AC 2 1,150 40 46,000 1/15/2020 85Local 017 ADOLFO LOPEZ DR 032 END 425 E/SEAL BEACH BL E AC 2 800 60 48,000 1/15/2020 93Local 017 ADOLFO LOPEZ DR 033 SEAL BEACH BL 425 W/SEAL BEACH BL E AC 2 425 60 25,500 3/24/2020 50Local 018 AGUA PL 034 MARLIN AV CDS E AC 2 220 27 5,940 6/30/2010 Slurry Seal 1/15/2020 92Local 019 ALMOND AV 0311 IRIS CR DAISY ST C AC 2 975 36 35,100 7/1/2015 Slurry Seal 1/10/2020 90Local 019 ALMOND AV 0312 OLEANDER ST IRIS CR C AC 2 1,120 36 40,320 10/1/2016 Slurry Seal 1/10/2020 94Local 019 ALMOND AV 035 DAISY ST ASTER ST C AC 2 1,950 36 70,200 7/1/2015 Slurry Seal 1/10/2020 89Local 019 ALMOND AV 036 VIOLET ST ROSE CR C AC 2 765 37 28,305 1/1/2008 Slurry Seal 1/10/2020 95Local 019 ALMOND AV 037 ROSE CR OLEANDER ST C AC 2 705 37 26,085 1/1/2008 Slurry Seal 1/10/2020 87Local 020 ASTER ST 038 ALMOND AV BIRCHWOOD AV E AC 2 1,239 37 45,843 5/1/2003 Slurry Seal 1/10/2020 80Local 020 ASTER ST 039 BIRCHWOOD AV CANDLEBERRY AV E AC 2 206 37 7,622 5/1/2003 Slurry Seal 1/10/2020 82Local 021 AVALON DR 040 CATALINA AV END E AC 2 430 3314,190 6/30/2010 Slurry Seal 1/14/2020 93Local 022 BALBOA DR 041 BOLSA AV CATALINA AV C AC 2 1,060 37 39,220 2/1/2016 Asphalt Rubber Hot Mix 1/14/2020 96Local 022 BALBOA DR 042 PCH BOLSA AV E AC 2 660 37 24,420 7/1/2019 Slurry Seal 1/14/2020 94Local 023 BANYAN AV 043 CAMELIA ST COLUMBINE ST E AC 2 600 33 19,800 1/1/2009 Slurry Seal 1/13/2020 61Local 024 BASSWOOD ST 044 ASTER ST LAMPSON AV C AC 2 410 36 14,760 1/13/2020 89Local 026 BAYOU WY 046 BAYSIDE DR HARBOR WY E AC 2 630 33 20,790 3/24/2020 72Local 025 BAYSIDE DR 045 BOLSA AV CRESTVIEW AV E AC 2 1,410 33 46,530 7/1/2019 Slurry Seal 1/14/2020 93Local 027 BEACHCOMBER DR 047 BOLSA AV SEA BREEZE DR E AC 2 1,160 33 38,280 1/14/2020 86Local 028 BERYL COVE WY 048 EMERALD COVE WY MARLIN AV E AC 2 360 33 11,880 6/30/2010 Slurry Seal 1/14/2020 931 of 5
City of Seal Beach 2020 PMP UpdatePCI List - LocalSorted by Street NameMPAH/ LocalStreet IDStreet NameSection IDFrom To FCSurface TypeLanesLength (ft)Width (ft)Area (sf)Last M&R DateWork Type PCI Date PCILocal 029 BIRCHWOOD AV 0313 OLEANDER ST DAISY ST E AC 2 1,950 33 64,350 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 98Local 029 BIRCHWOOD AV 049 DAISY ST ASTER ST E AC 2 1,650 33 54,450 1/8/2020 87Local 030 BLUEBELL ST 050 ALMOND AV BIRCHWOOD AV E AC 2 710 33 23,430 7/1/2015 Slurry Seal 1/13/2020 55Local 032 CAMELIA ST 053 ALMOND AV BANYAN AV E AC 2 590 33 19,470 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 85Local 033 CANDLEBERRY AV 0303 ASTER ST LAMPSON AV E AC 2 365 36 13,140 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 97Local 033 CANDLEBERRY AV 054 FUCHSIA ST ASTER AV E AC 2 1,730 36 62,280 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 58Local 033 CANDLEBERRY AV 055 MARIGOLD ST FUCHSIA ST E AC 2 1,560 37 57,720 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 83Local 033 CANDLEBERRY AV 056 WISTERIA ST OLEANDER ST E AC 2 1,660 33 54,780 10/1/2016 Slurry Seal 1/13/2020 78Local 036 CARAVEL WY 059 MARINA DR CORSAIR WY E AC 2 360 37 13,320 1/1/2010 Slurry Seal 1/20/2020 95Local 034 CARMEL AV 057 SURF PL COASTLINE DR E AC 2 360 37 13,320 7/1/2019 Slurry Seal 1/14/2020 95Local 035 CARNATION CR 058 ALMOND AV CDS E AC 2 230 33 7,590 10/1/2016 Slurry Seal 1/13/2020 93Local 037 CATALINA AV 0308 CDS SEA BREEZE DR E AC 2 1,330 37 49,210 8/11/1999 Slurry Seal 1/14/2020 76Local 037 CATALINA AV 060 BALBOA DR COASTLINE DR E AC 2 1,910 37 70,670 7/1/2019 Slurry Seal 1/14/2020 83Local 037 CATALINA AV 061 SEA BREEZE DR BALBOA DR E AC 2 1,160 37 42,920 7/1/2019 Slurry Seal 1/14/2020 95Local 038 CENTRAL AV 0252 6TH ST MAIN ST C AC 2 950 40 38,000 1/15/2020 90Local 038 CENTRAL AV 062 MAIN ST 12TH ST C AC 2 860 40 34,400 1/15/2020 87Local 038 CENTRAL AV 063 1ST ST 2ND ST C AC 1 260 20 5,200 1/15/2020 91Local 038 CENTRAL AV 064 2ND ST 6TH ST C AC 2 1,265 40 50,600 1/15/2020 90Local 039 CENTRAL WY 065 2ND ST 1ST ST E AC 2 260 40 10,400 1/16/2020 78Local 039 CENTRAL WY 066 4TH ST 2ND ST E AC 2 560 38 21,280 1/16/2020 89Local 039 CENTRAL WY 067 5TH ST 4TH ST E AC 2 260 38 9,880 1/16/2020 87Local 040 CLIPPER WY 068 CARAVEL WY ELECTRIC AV E AC 2 910 33 30,030 1/1/2010 Slurry Seal 1/20/2020 94Local 041 CLOVER CR 069 ALMOND AV CDS E AC 2 130 33 4,290 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 63Local 042 COASTLINE DR 0305 BALBOA DR MARVISTA DR E AC 2 1,850 33 61,050 1/1/2008 Slurry Seal 1/14/2020 81Local 042 COASTLINE DR 070 CARMEL AV CDS E AC 2 480 27 12,960 7/1/2019 Slurry Seal 1/14/2020 95Local 042 COASTLINE DR 071 MARVISTA DR CARMEL DR E AC 2 455 33 15,015 7/1/2019 Slurry Seal 3/24/2020 81Local 044 COLLEGE PARK DR 073 (N) YALE LN (S) HARVARD LN C AC 2 1,741 37 64,417 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 87Local 044 COLLEGE PARK DR 074 (S) HARVARD LN CITY LIMIT C AC 2 940 44 41,360 7/1/2019 Slurry Seal 3/24/2020 72Local 044 COLLEGE PARK DR 337 (N) HARVARD LN (N) YALE LN C AC 2 940 37 34,780 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 77Local 043 COLUMBINE ST 072 ALMOND AV BANYAN AV E AC 2 210 33 6,930 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 69Local 045 CORAL PL 075 CDS BAYSIDE DR E AC 2 230 27 6,210 7/1/2019 Slurry Seal 1/14/2020 93Local 046 CORSAIR WY 076 CARAVEL WY SCHOONER WY E AC 2 1,020 33 33,660 1/1/2010 Slurry Seal 1/20/2020 93Local 047 CREST DR 077 CATALINA AV CRESTVIEW AV E AC 2 210 33 6,930 7/1/2019 Slurry Seal 1/14/2020 93Local 048 CRESTVIEW AV 0309 BAYSIDE DR CREST DR E AC 2 1,130 33 37,290 7/1/2019 Slurry Seal 1/14/2020 92Local 048 CRESTVIEW AV 0310 CREST DR AVALON DR E AC 2 925 33 30,525 6/30/2010 Slurry Seal 1/14/2020 86Local 048 CRESTVIEW AV 078 CATALINA AV BAYSIDE DR E AC 2 1,130 33 37,290 7/1/2019 Slurry Seal 1/14/2020 94Local 049 CRYSTAL COVE WY 079 MARBLE COVE WY OPAL COVE WY E AC 2 520 33 17,160 6/30/2010 Slurry Seal 1/15/2020 93Local 050 CRYSTAL PL 080 CRYSTAL COVE WY CDS E AC 2 240 27 6,480 6/30/2010 Slurry Seal 1/15/2020 93Local 051 DAFFODIL CR 081 ALMOND AV CDS E AC 2 230 33 7,590 10/1/2016 Slurry Seal 1/13/2020 82Local 052 DAHLIA DR 082 ALMOND AV CDS E AC 2 230 33 7,590 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 81Local 053 DAISY CR 083 FIR AV CDS E AC 2 230 33 7,590 10/1/2016 Slurry Seal 1/13/2020 60Local 054 DAISY ST 084 ALMOND AV BIRCHWOOD AV E AC 2 410 33 13,530 4/20/2020 Asphalt Rubber Hot Mix 4/20/2020 100Local 054 DAISY ST 085 CANDLEBERRY AV DOGWOOD AV E AC 2 210 33 6,930 1/1/2009 Slurry Seal 1/13/2020 48Local 055 DARTMOUTH CR 086 HARVARD LN CDS E AC 2 180 34 6,120 7/1/2019 Slurry Seal 3/24/2020 75Local 056 DOGWOOD AV 087 DAISY ST IRONWOOD AV E AC 2 1,470 33 48,510 10/1/2016 Slurry Seal 1/13/2020 64Local 056 DOGWOOD AV 088 MARIGOLD ST FUCHSIA ST E AC 2 1,520 33 50,160 10/1/2016 Slurry Seal 1/13/2020 67Local 056 DOGWOOD AV 089 WISTERIA ST OLEANDER ST E AC 2 1,710 33 56,430 7/1/2019 Asphalt Rubber Hot Mix 1/13/2020 100Local 057 DOLPHIN AV 090 SEAL WY OCEAN AV E AC 2 226 24 5,424 7/2/2012 Slurry Seal 1/16/2020 80Local 057 DOLPHIN AV 091 OCEAN AV ELECTRIC AV E AC 1 582 24 13,968 1/16/2020 822 of 5
City of Seal Beach 2020 PMP UpdatePCI List - LocalSorted by Street NameMPAH/ LocalStreet IDStreet NameSection IDFrom To FCSurface TypeLanesLength (ft)Width (ft)Area (sf)Last M&R DateWork Type PCI Date PCILocal 058 DORY WY 092 GALLEON WY SCHOONER WY E AC 2 360 28 10,080 1/1/2010 Slurry Seal 1/20/2020 77Local 059 DRIFTWOOD AV 093 BALBOA DR COASTLINE DR E AC 2 1,460 33 48,180 7/1/2019 Slurry Seal 1/14/2020 77Local 060 EBBTIDE PL 094 COASTLINE PL CDS E AC 2 230 27 6,210 7/1/2019 Slurry Seal 1/14/2020 94Local 061 ELDER AV 095 HEATHER ST FUCHSIA ST E AC 2 520 3618,720 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 66Local 061 ELDER AV 096 OLEANDER ST HEATHER ST E AC 2 1,13036 40,680 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 78Local 061 ELDER AV 097 VIOLET ST PRIMROSE ST E AC 2 1,380 33 45,540 10/1/2016 Slurry Seal 1/13/2020 74Local 061 ELDER AV 338 FUCHSIA ST IRONWOOD AV E AC 2 1,500 36 54,000 1/8/2020 80Local 062 ELECTRIC AV 0100 SEAL BEACH BL END C AC 2 190 34 6,460 1/20/2020 89Local 062 ELECTRIC AV 098 5TH ST CORSAIR WY C AC 2 510 37 18,870 1/1/2010 Slurry Seal 1/20/2020 97Local 062 ELECTRIC AV 099 CORSAIR WY CDS C AC 2 380 33 12,540 1/1/2010 Slurry Seal 1/20/2020 77Local 065 EMERALD COVE WY 0107 BERYL COVE WY JADE COVE WY E AC 2 580 33 19,140 7/1/2019 Slurry Seal 1/14/2020 95Local 066 EMERALD PL 0108 EMERALD COVE WY CDS E AC 2 230 27 6,210 6/30/2010 Slurry Seal 1/14/2020 96Local 067 FATHOM AV 0109 SILVER SHOALS AV BALBOA DR E AC 2 810 33 26,730 8/12/1999 Slurry Seal 3/24/2020 70Local 068 FERN CR 0110 ALMOND AV CDS E AC 2 230 33 7,590 12/1/2016 Slurry Seal 1/13/2020 94Local 069 FIR AV 0111 GOLDENROD ST IRONWOOD AV E AC 2 1,460 33 48,180 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 80Local 069 FIR AV 0112 ROSE ST HEATHER ST E AC 2 1,260 33 41,580 4/20/2020 Asphalt Rubber Hot Mix 4/20/2020 100Local 069 FIR AV 0113 SUNFLOWER ST ROSE ST E AC 2 330 33 10,890 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 48Local 069 FIR AV 0114 WISTERIA ST SUNFLOWER ST E AC 2 1,220 33 40,260 1/10/2020 54Local 070 FIR CR 0115 FIR AV CDS E AC 2 130 60 7,800 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 80Local 072 FUCHSIA CR 0117 FIR AV CDS E AC 2 330 33 10,890 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 81Local 071 FUCHSIA ST 0116 BIRCHWOOD AV ELDER AV E AC 2 640 33 21,120 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 93Local 073 GALLEON WY 0118 ELECTRIC AV DORY WY E AC 2 970 33 32,010 7/1/2019 Slurry Seal 1/20/2020 81Local 074 GOLDENROD CR 0119 ALMOND AV CDS E AC 2 230 33 7,590 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 99Local 0139 GOLDENROD ST 0120 ELDER AV CDS E AC 2 610 33 20,130 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 88Local 075 GUAVA AV 0121 IRONWOOD AV CDS E AC 2 530 33 17,490 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 92Local 075 GUAVA AV 0122 PANSY ST HEATHER ST E AC 2 1,360 33 44,880 7/9/2013 Slurry Seal 1/10/2020 44Local 077 HARBOR WY 0124 BAYSIDE DR BAYOU WY E AC 2 760 33 25,080 2/1/2016 Asphalt Rubber Hot Mix 1/14/2020 95Local 076 HARVARD LN 0123 COLLEGE PARK DR OCCIDENTAL LN E AC 2 1,063 37 39,331 7/1/2019 Slurry Seal 1/20/2020 78Local 076 HARVARD LN 331 OCCIDENTAL LN (N) COLLEGE PARK DR E AC 2 1,289 37 47,693 7/1/2019 Slurry Seal 1/20/2020 74Local 076 HARVARD LN 336 (N) COLLEGE PARK DR CDS E AC 2 992 37 36,704 1/1/2008 Slurry Seal 1/20/2020 91Local 078 HAZELNUT AV0125 GUAVA AV HEATHER ST E AC 21,210 33 39,930 1/10/2020 95Local 078 HAZELNUT AV 0126 HEATHER ST ROSE ST E AC 2 1,610 33 53,130 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 63Local 078 HAZELNUT AV 0127 WISTERIA ST SUNFLOWER ST E AC 2 1,310 33 43,230 7/1/2019 Asphalt Rubber Hot Mix 1/10/2020 100Local 079 HEATHER CR 0128 ALMOND AV CDS E AC 2 230 33 7,590 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 97Local 0135 HEATHER ST 0129 HAZELNUT AV LAMPSON AV E AC 2 490 37 18,130 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 73Local 0135 HEATHER ST 0130 ELDER AV HAZELNUT AV E AC 2 790 37 29,230 7/9/2013 Slurry Seal 1/8/2020 60Local 080 IRIS CR 0131 ALMOND AV CDS E AC 2 230 33 7,590 10/1/2016 Slurry Seal 1/13/2020 81Local 0136 IRIS ST 0132 HAZELNUT AV IRONWOOD AV E AC 2 226 32 7,232 7/1/2019 Asphalt Rubber Hot Mix 1/10/2020 97Local 081 IRONWOOD AV 0133 CANDLEBERRY AV ELDER AV C AC 2 524 33 17,292 1/13/2020 91Local 081 IRONWOOD AV 0134 ELDER AV HEATHER ST C AC 2 1,967 33 64,911 1/13/2020 88Local 081 IRONWOOD AV 0135 ROSE ST IRIS ST C AC 2 1,420 33 46,860 7/1/2019 Asphalt Rubber Hot Mix 1/10/2020 99Local 081 IRONWOOD AV 0136 WISTERIA ST TULIP ST C AC 2 322 37 11,914 1/1/2006 Slurry Seal 3/24/2020 91Local 081 IRONWOOD AV 0137 TULIP ST SUNFLOWER ST C AC 2 1,020 37 37,740 7/1/2019 Asphalt Rubber Hot Mix 1/10/2020 100Local 082 ISLAND VIEW DR 0138 BOLSA AV SEA BREEZE DR E AC 2 1,110 33 36,630 1/14/2020 85Local 083 JADE COVE WY 0139 EMERALD COVE WY MARLIN AV E AC 2 360 33 11,880 6/30/2010 Slurry Seal 1/14/2020 87Local 084 JASMIN CR 0140 ALMOND AV CDS E AC 2 230 33 7,590 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 100Local 085 LAGUNA PL 0141 MARLIN AV CDS E AC 2 380 27 10,260 6/30/2010 Slurry Seal 1/14/2020 95Local 087 LANDING AV 0145 12TH ST 11TH ST E AC 2 260 42 10,920 7/1/2019 Asphalt Rubber Hot Mix 1/16/2020 100Local 087 LANDING AV 0146 SEAL BEACH BL 12TH ST E AC 2 1,210 21 25,410 7/1/1997 Slurry Seal 3/24/2020 753 of 5
City of Seal Beach 2020 PMP UpdatePCI List - LocalSorted by Street NameMPAH/ LocalStreet IDStreet NameSection IDFrom To FCSurface TypeLanesLength (ft)Width (ft)Area (sf)Last M&R DateWork Type PCI Date PCILocal 088 LOYOLA PLAZA 0147 COLLEGE PARK DR END E AC 2 330 25 8,250 7/1/2019 Slurry Seal 1/20/2020 77Local 089 MAIN ST 0148 ELECTRIC AV PCH C AC 2 690 55 37,950 4/20/2020 Asphalt Rubber Hot Mix 4/20/2020 100Local 089 MAIN ST 0149 OCEAN AV ELECTRIC AVE C AC 2 1,190 57 67,830 6/30/2008 Slurry Seal 1/16/2020 79Local 091 MARBLE COVE WY 0152 CRYSTAL COVE WY MARLIN AV E AC 2 360 33 11,880 6/30/2010 Slurry Seal 1/14/2020 95Local 092 MARIGOLD ST 0153 BIRCHWOOD AV CANDLEBERRY AV E AC 2 160 33 5,280 7/1/2019 Asphalt Rubber Hot Mix 1/8/2020 100Local 092 MARIGOLD ST 0154 CANDLEBERRY AV DOGWOOD AV E AC 2 160 33 5,280 10/1/2016 Slurry Seal 1/8/2020 84Local 093 MARINE AV 0155 ELECTRIC AV DOLPHIN AV E AC 1 320 24 7,680 3/24/2020 78Local 094 MARLIN AV 0156 SEAL BEACH BL BALBOA DR E AC 2 1,610 37 59,570 7/1/2019 Slurry Seal 1/14/2020 93Local 095 MARVISTA AV 0157 CATALINA AV COASTLINE DR E AC 2 1,610 33 53,130 1/14/2020 86Local 095 MARVISTA AV 0158 COASTLINE DR PCH E AC 2 123 36 4,428 1/14/2020 79Local 096 NEPTUNE AV 0159 SEAL WY OCEAN AV E AC 2 210 24 5,040 7/2/2012 Slurry Seal 1/16/2020 71Local 097 NORTH GATE RD 0160 SEAL BEACH BL 760' W/O SEAL BEACH BL E AC 2 760 42 31,920 3/24/2020 70Local 097 NORTH GATE RD 0161 760' W/O SEAL BEACH BL W/END E AC 2 3,300 25 82,500 1/20/2020 68Local 098 OCCIDENTAL DR 0162 STANFORD LN HARVARD LN E AC 2 160 33 5,280 7/1/2019 Slurry Seal 1/20/2020 93Local 099 OCEAN AV 0163 13TH ST MAIN ST C AC 2 1,265 51 64,515 7/1/2019 Slurry Seal 1/16/2020 72Local 099 OCEAN AV 0164 MAIN ST 5TH ST C AC 2 1,245 52 64,740 7/1/2019 Slurry Seal 1/16/2020 73Local 099 OCEAN AV 0306 ELECTRIC AV 13TH ST C AC 2 1,300 51 66,300 7/1/2019 Slurry Seal 1/16/2020 79Local 099 OCEAN AV 0307 5TH ST 1ST ST C AC 2 1,240 52 64,480 7/1/2019 Slurry Seal 1/16/2020 78Local 0101 OLEANDER ST 0168 ALMOND AV FIR AV E AC 2 1,320 36 47,520 4/20/2020 Asphalt Rubber Hot Mix 4/20/2020 100Local 0102 OPAL COVE WY 0169 CRYSTAL COVE WY MARLIN AV E AC 2 360 33 11,880 6/30/2010 Slurry Seal 1/14/2020 93Local 0113 PANSY CR 0170 ALMOND AV CDS E AC 2 430 33 14,190 5/1/2003 Slurry Seal 1/13/2020 93Local 0103 PANSY ST 0171 FIR AV GUAVA AV E AC 2 160 33 5,280 7/9/2013 Slurry Seal 3/24/2020 69Local 0106 PRIMROSE CR 0174 ALMOND AV CDS E AC 2 430 33 14,190 1/1/1990 Slurry Seal 1/13/2020 93Local 0104 PRIMROSE ST 0172 DOGWOOD AV ELDER AV E AC 2 210 33 6,930 10/1/2016 Slurry Seal 1/13/2020 92Local 0105 PRINCETON CR 0173 HARVARD LN CDS E AC 2 230 30 6,900 7/1/2019 Slurry Seal 1/20/2020 58Local 0107 PURDUE CR 0175 COLLEGE PARK DR CDS E AC 2 68 27 1,836 7/1/2019 Slurry Seal 3/24/2020 51Local 0108 RIVIERA DR 0176 MARLIN AV BOLSA AV E AC 2 560 31 17,360 7/1/2019 Slurry Seal 1/14/2020 96Local 0137 ROSE CR 0177 ALMOND AV CDS E AC 2 430 33 14,190 5/1/2003 Slurry Seal 1/13/2020 93Local 0109 ROSE ST 0178 FIR AV HAZELNUT AV C AC 2 390 37 14,430 7/9/2013 Slurry Seal 1/10/2020 47Local 0109 ROSE ST 0179 HAZELNUT AV LAMPSON AV C AC 2 440 37 16,280 7/9/2013 Slurry Seal 3/24/2020 40Local 0110 ROSSMOOR CENTER WY 0180 SEAL BEACH BL WEST RD C AC 2 864 30 25,920 5/1/2003 Slurry Seal 1/20/2020 60Local 0110 ROSSMOOR CENTER WY 0181 WEST RD MONTECITO RD C AC 2 364 28 10,192 1/20/2020 53Local 0111 SANDPIPER DR 0182 BOLSA AV TAPER DR E AC 2 1,110 33 36,630 1/1/2006 Slurry Seal 1/14/2020 91Local 0112 SCHOONER WY 0183 GALLEON WY DORY WY E AC 2 660 33 21,780 7/1/2019 Slurry Seal 1/20/2020 78Local 0114 SEA BREEZE DR 0185 BOLSA AV CATALINA AV E AC 2 1,160 33 38,280 1/14/2020 88Local 0117 SEAL WY 0194 10TH ST 11TH ST E PCC 1 290 15 4,350 1/16/2020 74Local 0117 SEAL WY 0195 DOLPHIN AV 14TH ST E PCC 1 270 13 3,510 1/16/2020 88Local 0117 SEAL WY 0196 12TH ST 11TH ST E PCC 1 300 12 3,600 1/16/2020 92Local 0117 SEAL WY 0247 13TH ST 12TH ST E PCC 1 295 12 3,540 1/16/2020 92Local 0117 SEAL WY 0248 14TH ST 13TH ST E PCC 1 295 12 3,540 1/16/2020 91Local 0117 SEAL WY 0249 NEPTUNE AV DOLPHIN AV E PCC 1 385 13 5,005 1/16/2020 86Local 0117 SEAL WY 0250 ELECTRIC AV NEPTUNE AV E PCC 1 505 13 6,565 1/16/2020 76Local 0118 SILVER SHOALS AV 0197 BOLSA AV FATHOM AV E AC 2 300 33 9,900 2/1/2016 Asphalt Rubber Hot Mix 1/14/2020 95Local 0119 SOUTH SHORE DR 0198 BOLSA AV TAPER DR E AC 2 1,060 33 34,980 8/12/1999 Slurry Seal 1/14/2020 87Local 0120 STANFORD LN 0199 COLLEGE PARK DR COLLEGE PARK DR E AC 2 1,860 32 59,520 7/1/2019 Slurry Seal 1/21/2020 75Local 0138 SUNFLOWER CR 0200 ALMOND AV CDS E AC 2 430 33 14,190 5/1/2003 Slurry Seal 1/13/2020 82Local 0121 SUNFLOWER ST 0201 FIR AV IRONWOOD AV E AC 2 560 37 20,720 7/1/2019 Asphalt Rubber Hot Mix 1/10/2020 100Local 0122 SURF PL 0202 CATALINA AV CDS E AC 2 480 33 15,840 6/30/2010 Slurry Seal 1/14/2020 92Local 0123 TAPER DR 0203 BOLSA AV CATALINA AV E AC 2 1,110 33 36,630 1/1/2006 Slurry Seal 1/14/2020 884 of 5
City of Seal Beach 2020 PMP UpdatePCI List - LocalSorted by Street NameMPAH/ LocalStreet IDStreet NameSection IDFrom To FCSurface TypeLanesLength (ft)Width (ft)Area (sf)Last M&R DateWork Type PCI Date PCILocal 0124 TEABERRY CR 0204 ALMOND AV CDS E AC 2 430 33 14,190 1/1/2006 Slurry Seal 1/13/2020 80Local 0125 TULIP ST 0205 IRONWOOD AV LAMPSON AV E AC 2 70 36 2,520 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 62Local 0126 VIOLET ST 0206 ALMOND AV CANDLEBERRY AV E AC 2 660 33 21,780 5/1/2003 Slurry Seal 1/13/2020 90Local 0126 VIOLET ST 0207 ELDER AV FIR AV E AC 2 160 33 5,280 4/20/2020 Asphalt Rubber Hot Mix 4/20/2020 100Local 0128 WISTERIA ST 0210 DOGWOOD AV IRONWOOD AV E AC 2 990 37 36,630 1/1/2009 Slurry Seal 1/10/2020 63Local 0128 WISTERIA ST 0211 DOGWOOD AV CDS E AC 2 1,040 33 34,320 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 79Local 0129 YALE CR 0212 END YALE LN E AC 2 130 48 6,240 7/1/2019 Slurry Seal 3/24/2020 73Local 0130 YALE LN 0213 (N) COLLEGE PARK DR (S) COLLEGE PARK DR E AC 2 1,160 33 38,280 7/1/2019 Slurry Seal 1/20/2020 885 of 5
MPAH Network by Descending PCI
City of Seal Beach 2020 PMP UpdatePCI List - MPAHSorted by Descending PCIMPAH/ LocalStreet IDStreet NameSection IDFrom To FCSurface TypeLanesLength (ft)Width (ft)Area (sf)Last M&R DateWork Type PCI Date PCIMPAH 031 BOLSA AV 052 BALBOA DR PCH C AC 2 993 37 36,741 4/20/2020 Asphalt Rubber Hot Mix 4/20/2020 100MPAH 0127 WESTMINSTER BL 0208 W/CITY LIMIT SEAL BEACH BL A AC 4 4,360 79 344,440 8/1/2017 Asphalt Rubber Hot Mix 1/10/2020 100MPAH 064 ELECTRIC AV SB 0105 SEAL BEACH BL 14TH ST C AC 1 755 25 18,875 1/1/2007 Slurry Seal 3/24/2020 93MPAH 063 ELECTRIC AV NB 0103 14TH ST MAIN ST C AC 1 1,590 27 42,930 1/15/2020 91MPAH 0100 OLD RANCH PARKWAY 0167 720' W/ SEAL BEACH 22 FWY A AC 2 1,030 34 35,020 1/15/2020 90MPAH 0127 WESTMINSTER BL 0209 BOLSA CHICA RD SEAL BEACH BL A AC 4 10,610 72 763,920 7/1/2015 Asphalt Rubber Hot Mix 3/24/2020 90MPAH 063 ELECTRIC AV NB 0102 SEAL BEACH BL 14TH ST C AC 1 820 27 22,140 1/1/2007 Slurry Seal 1/15/2020 89MPAH 090 MARINA DR 0304 1ST ST CITY LIMIT C AC 2 965 50 48,250 1/18/2020 86MPAH 0115 SEAL BEACH BL 323 HERON POINTE ADOLFO LOPEZ DR A AC 2 1,248 99 123,552 1/9/2020 83MPAH 086 LAMPSON AV 335 ROSE ST HEATHER ST A AC 4 1,582 60 94,920 1/8/2020 81MPAH 09 1ST ST 019 OCEAN AV MARINA DR A AC 2 887 40 35,480 1/15/2020 80MPAH 0115 SEAL BEACH BL 326 ROAD C WESTMINSTER BL A AC 6 1,551 98 151,998 1/9/2020 80MPAH 0115 SEAL BEACH BL 325 APOLLO DR ROAD C A AC 6 1,788 98 175,224 1/9/2020 79MPAH 086 LAMPSON AV 316 HEATHER ST CANDLEBERRY AV A AC 4 2,630 60 157,800 1/8/2020 78MPAH 0100 OLD RANCH PARKWAY 0165 SEAL BEACH BL 200' W/ SEAL BEACH BL A AAC 3 200 48 9,600 7/1/2019 Cold Mill and Overlay - 2 Inches 1/15/202077MPAH 086 LAMPSON AV 317 CANDLEBERY AV BASSWOOD ST A AC 5 1,269 56 71,064 1/8/2020 76MPAH 086 LAMPSON AV 321 CITY LIMIT ROSE ST A AC 4 1,781 60 106,860 3/24/2020 75MPAH 0100 OLD RANCH PARKWAY 0166 200' W/ SEAL BEACH 720' W/ SEAL BEACH A AC 4 520 64 33,280 1/15/2020 75MPAH 0115 SEAL BEACH BL 324 ADOLFO LOPEZ DR APOLLO DR A AC 6 579 98 56,742 1/9/2020 75MPAH 086 LAMPSON AV 318 BASSWOOD ST 735' W/O BASSWOOD ST A AC 5 735 56 41,160 1/8/2020 74MPAH 0115 SEAL BEACH BL 0186 PCH BOLSA AV A AC 6 1,640 97 159,080 1/9/2020 74MPAH 031 BOLSA AV 051 SEAL BEACH BL BALBOA DR C AC 2 1,985 37 73,445 1/1/2006 Slurry Seal 1/15/2020 70MPAH 0115 SEAL BEACH BL 0191 LAMPSON AV ST. CLOUD DR A AC 6 915 77 70,455 1/9/2020 70MPAH 0115 SEAL BEACH BL 0192NB ST. CLOUD DR PLYMOUTH DR A AC 3 1,491 38 57,404 3/24/2020 70MPAH 0115 SEAL BEACH BL 0193NB PLYMOUTH DR CITY LIMIT A AC 3 1,040 48 50,440 3/24/2020 70MPAH 0115 SEAL BEACH BL 0193SB CITY LIMIT PLYMOUTH DR A AC 3 1,040 48 50,440 3/24/2020 70MPAH 0115 SEAL BEACH BL 0184 ELECTRIC AV PCH A AC 2 1,510 40 60,400 7/2/2012 Slurry Seal 1/9/2020 69MPAH 0115 SEAL BEACH BL 327 WESTMINSTER BL ST ANDREWS DR A AC 6 1,010 95 95,950 3/24/2020 69MPAH 0115 SEAL BEACH BL 329 (N) GOLDEN RAIN RD FWY 405 SOUTH (NORTH GATE ROAD) A AC 6 1,527 95 145,065 3/24/2020 69MPAH 0115 SEAL BEACH BL 328 ST ANDREWS DR (N) GOLDEN RAIN RD A AC 6 1,964 95 186,580 1/9/2020 68MPAH 064 ELECTRIC AV SB 0104 6TH ST MAIN ST C AC 1 910 25 22,750 7/2/2012 Slurry Seal 1/15/2020 67MPAH 0115 SEAL BEACH BL 0192SB PLYMOUTH DR ST. CLOUD DR A AC 3 1,491 38 57,404 1/9/2020 67MPAH 0115 SEAL BEACH BL 322 BOLSA AV HERON POINTE A AC 2 2,062 99 204,138 1/9/2020 67MPAH 0115 SEAL BEACH BL 0190 FWY 405 NORTH (OLD RANCH PKY) LAMPSON AV A AC 6 833 89 74,137 1/9/2020 66MPAH 086 LAMPSON AV 320 OLD RANCH PLAZA SEAL BEACH BLVD A AC 5 746 56 41,776 3/24/2020 62MPAH 086 LAMPSON AV 319 735' W/O BASSWOOD ST OLD RANCH PLAZA A AC 5 1,903 56 106,568 1/8/2020 59MPAH 09 1ST ST 0259S PCH MARINA DR A AC 2 2,172 22 47,784 5/1/2003 Slurry Seal 1/15/2020 58MPAH 090 MARINA DR 0151 6TH ST 1ST ST C AC 2 1,650 50 82,500 1/15/2020 58MPAH 09 1ST ST 0258N MARINA DR PCH A AC 2 2,172 23 49,956 5/1/2003 Slurry Seal 3/24/2020 44MPAH 090 MARINA DR 0150 PCH 6TH ST C AC 3 629 61 38,369 1/15/2020 38MPAH 09 1ST ST 021 PCH 597' NE/PCH A AC 2 597 24 14,328 3/24/2020 35MPAH 064 ELECTRIC AV SB 0106 14TH ST MAIN ST C AC 1 1,605 25 40,125 1/15/2020 35MPAH 063 ELECTRIC AV NB 0101 MAIN ST 6TH ST C AC 1 960 27 25,920 7/2/2012 Slurry Seal 1/15/2020 301 of 1
Local Network by Descending PCI
City of Seal Beach 2020 PMP UpdatePCI List - LocalSorted by Descending PCIMPAH/ LocalStreet IDStreet NameSection IDFrom To FCSurface TypeLanesLength (ft)Width (ft)Area (sf)Last M&R DateWork Type PCI Date PCILocal 07 16TH ST 017 ELECTRIC AV PCH E AC 2 1,160 21 24,360 7/1/2019 Asphalt Rubber Hot Mix 1/16/2020 100Local 054 DAISY ST 084 ALMOND AV BIRCHWOOD AV E AC 2 410 33 13,530 4/20/2020 Asphalt Rubber Hot Mix 4/20/2020 100Local 056 DOGWOOD AV 089 WISTERIA ST OLEANDER ST E AC 2 1,710 33 56,430 7/1/2019 Asphalt Rubber Hot Mix 1/13/2020 100Local 069 FIR AV 0112 ROSE ST HEATHER ST E AC 2 1,260 33 41,580 4/20/2020 Asphalt Rubber Hot Mix 4/20/2020 100Local 078 HAZELNUT AV 0127 WISTERIA ST SUNFLOWER ST E AC 2 1,310 33 43,230 7/1/2019 Asphalt Rubber Hot Mix 1/10/2020 100Local 081 IRONWOOD AV 0137 TULIP ST SUNFLOWER ST C AC 2 1,020 37 37,740 7/1/2019 Asphalt Rubber Hot Mix 1/10/2020 100Local 087 LANDING AV 0145 12TH ST 11TH ST E AC 2 260 42 10,920 7/1/2019 Asphalt Rubber Hot Mix 1/16/2020 100Local 089 MAIN ST 0148 ELECTRIC AV PCH C AC 2 690 55 37,950 4/20/2020 Asphalt Rubber Hot Mix 4/20/2020 100Local 092 MARIGOLD ST 0153 BIRCHWOOD AV CANDLEBERRY AV E AC 2 160 33 5,280 7/1/2019 Asphalt Rubber Hot Mix 1/8/2020 100Local 0101 OLEANDER ST 0168 ALMOND AV FIR AV E AC 2 1,320 36 47,520 4/20/2020 Asphalt Rubber Hot Mix 4/20/2020 100Local 0121 SUNFLOWER ST 0201 FIR AV IRONWOOD AV E AC 2 560 37 20,720 7/1/2019 Asphalt Rubber Hot Mix 1/10/2020 100Local 0126 VIOLET ST 0207 ELDER AV FIR AV E AC 2 160 33 5,280 4/20/2020 Asphalt Rubber Hot Mix 4/20/2020 100Local 084 JASMIN CR 0140 ALMOND AV CDS E AC 2 230 33 7,590 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 100Local 081 IRONWOOD AV 0135 ROSE ST IRIS ST C AC 2 1,420 33 46,860 7/1/2019 Asphalt Rubber Hot Mix 1/10/2020 99Local 074 GOLDENROD CR 0119 ALMOND AV CDS E AC 2 230 33 7,590 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 99Local 029 BIRCHWOOD AV 0313 OLEANDER ST DAISY ST E AC 2 1,950 33 64,350 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 98Local 079 HEATHER CR 0128 ALMOND AV CDS E AC 2 230 33 7,590 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 97Local 033 CANDLEBERRY AV 0303 ASTER ST LAMPSON AV E AC 2 365 36 13,140 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 97Local 02 11TH ST 04 ELECTRIC AV LANDING AV E AC 2 210 37 7,770 2/1/2016 Asphalt Rubber Hot Mix 1/16/2020 97Local 08 17TH ST 018 ELECTRIC AV PCH E AC 1 1,260 21 26,460 7/1/2019 Asphalt Rubber Hot Mix 1/16/2020 97Local 062 ELECTRIC AV 098 5TH ST CORSAIR WY C AC 2 510 37 18,870 1/1/2010 Slurry Seal 1/20/2020 97Local 0136 IRIS ST 0132 HAZELNUT AV IRONWOOD AV E AC 2 226 32 7,232 7/1/2019 Asphalt Rubber Hot Mix 1/10/2020 97Local 022 BALBOA DR 041 BOLSA AV CATALINA AV C AC 2 1,060 37 39,220 2/1/2016 Asphalt Rubber Hot Mix 1/14/2020 96Local 066 EMERALD PL 0108 EMERALD COVE WY CDS E AC 2 230 27 6,210 6/30/2010 Slurry Seal 1/14/2020 96Local 0108 RIVIERA DR 0176 MARLIN AV BOLSA AV E AC 2 560 31 17,360 7/1/2019 Slurry Seal 1/14/2020 96Local 019 ALMOND AV 036 VIOLET ST ROSE CR C AC 2 765 37 28,305 1/1/2008 Slurry Seal 1/10/2020 95Local 036 CARAVEL WY 059 MARINA DR CORSAIR WY E AC 2 360 37 13,320 1/1/2010 Slurry Seal 1/20/2020 95Local 034 CARMEL AV 057 SURF PL COASTLINE DR E AC 2 360 37 13,320 7/1/2019 Slurry Seal 1/14/2020 95Local 037 CATALINA AV 061 SEA BREEZE DR BALBOA DR E AC 2 1,160 37 42,920 7/1/2019 Slurry Seal 1/14/2020 95Local 042 COASTLINE DR 070 CARMEL AV CDS E AC 2 480 27 12,960 7/1/2019 Slurry Seal 1/14/2020 95Local 065 EMERALD COVE WY 0107 BERYL COVE WY JADE COVE WY E AC 2 580 33 19,140 7/1/2019 Slurry Seal 1/14/2020 95Local 077 HARBOR WY 0124 BAYSIDE DR BAYOU WY E AC 2 760 33 25,080 2/1/2016 Asphalt Rubber Hot Mix 1/14/2020 95Local 078 HAZELNUT AV0125 GUAVA AV HEATHER ST E AC 21,210 33 39,930 1/10/2020 95Local 085 LAGUNA PL 0141 MARLIN AV CDS E AC 2 380 27 10,260 6/30/2010 Slurry Seal 1/14/2020 95Local 091 MARBLE COVE WY 0152 CRYSTAL COVE WY MARLIN AV E AC 2 360 33 11,880 6/30/2010 Slurry Seal 1/14/2020 95Local 0118 SILVER SHOALS AV 0197 BOLSA AV FATHOM AV E AC 2 300 33 9,900 2/1/2016 Asphalt Rubber Hot Mix 1/14/2020 95Local 019 ALMOND AV 0312 OLEANDER ST IRIS CR C AC 2 1,120 36 40,320 10/1/2016 Slurry Seal 1/10/2020 94Local 022 BALBOA DR 042 PCH BOLSA AV E AC 2 660 37 24,420 7/1/2019 Slurry Seal 1/14/2020 94Local 040 CLIPPER WY 068 CARAVEL WY ELECTRIC AV E AC 2 910 33 30,030 1/1/2010 Slurry Seal 1/20/2020 94Local 048 CRESTVIEW AV 078 CATALINA AV BAYSIDE DR E AC 2 1,130 33 37,290 7/1/2019 Slurry Seal 1/14/2020 94Local 060 EBBTIDE PL 094 COASTLINE PL CDS E AC 2 230 27 6,210 7/1/2019 Slurry Seal 1/14/2020 94Local 068 FERN CR 0110 ALMOND AV CDS E AC 2 230 33 7,590 12/1/2016 Slurry Seal 1/13/2020 94Local 071 FUCHSIA ST 0116 BIRCHWOOD AV ELDER AV E AC 2 640 33 21,120 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 93Local 05 14TH ST 013 ELECTRIC AV PCH E AAC 2 1,010 21 21,210 7/1/2015 Overlay - AC Structural 1/16/2020 93Local 015 7TH ST 028 ELECTRIC AV MARINA DR E AC 2 210 40 8,400 1/10/2020 93Local 017 ADOLFO LOPEZ DR 032 END 425 E/SEAL BEACH BL E AC 2 800 60 48,000 1/15/2020 93Local 021 AVALON DR 040 CATALINA AV END E AC 2 430 3314,190 6/30/2010 Slurry Seal 1/14/2020 93Local 025 BAYSIDE DR 045 BOLSA AV CRESTVIEW AV E AC 2 1,410 33 46,530 7/1/2019 Slurry Seal 1/14/2020 93Local 028 BERYL COVE WY 048 EMERALD COVE WY MARLIN AV E AC 2 360 33 11,880 6/30/2010 Slurry Seal 1/14/2020 931 of 5
City of Seal Beach 2020 PMP UpdatePCI List - LocalSorted by Descending PCIMPAH/ LocalStreet IDStreet NameSection IDFrom To FCSurface TypeLanesLength (ft)Width (ft)Area (sf)Last M&R DateWork Type PCI Date PCILocal 035 CARNATION CR 058 ALMOND AV CDS E AC 2 230 33 7,590 10/1/2016 Slurry Seal 1/13/2020 93Local 045 CORAL PL 075 CDS BAYSIDE DR E AC 2 230 27 6,210 7/1/2019 Slurry Seal 1/14/2020 93Local 046 CORSAIR WY 076 CARAVEL WY SCHOONER WY E AC 2 1,020 33 33,660 1/1/2010 Slurry Seal 1/20/2020 93Local 047 CREST DR 077 CATALINA AV CRESTVIEW AV E AC 2 210 33 6,930 7/1/2019 Slurry Seal 1/14/2020 93Local 049 CRYSTAL COVE WY 079 MARBLE COVE WY OPAL COVE WY E AC 2 520 33 17,160 6/30/2010 Slurry Seal 1/15/2020 93Local 050 CRYSTAL PL 080 CRYSTAL COVE WY CDS E AC 2 240 27 6,480 6/30/2010 Slurry Seal 1/15/2020 93Local 094 MARLIN AV 0156 SEAL BEACH BL BALBOA DR E AC 2 1,610 37 59,570 7/1/2019 Slurry Seal 1/14/2020 93Local 098 OCCIDENTAL DR 0162 STANFORD LN HARVARD LN E AC 2 160 33 5,280 7/1/2019 Slurry Seal 1/20/2020 93Local 0102 OPAL COVE WY 0169 CRYSTAL COVE WY MARLIN AV E AC 2 360 33 11,880 6/30/2010 Slurry Seal 1/14/2020 93Local 0113 PANSY CR 0170 ALMOND AV CDS E AC 2 430 33 14,190 5/1/2003 Slurry Seal 1/13/2020 93Local 0106 PRIMROSE CR 0174 ALMOND AV CDS E AC 2 430 33 14,190 1/1/1990 Slurry Seal 1/13/2020 93Local 0137 ROSE CR 0177 ALMOND AV CDS E AC 2 430 33 14,190 5/1/2003 Slurry Seal 1/13/2020 93Local 03 12TH ST 08 OCEAN AV ELECTRIC AV E PCC 2 810 40 32,400 1/16/2020 92Local 04 13TH ST 010 ELECTRIC AV PCH E AC 1 1,013 21 21,273 2/1/2016 Asphalt Rubber Hot Mix 1/16/2020 92Local 016 8TH ST 030 ELECTRIC AV PCH E AC 2 460 40 18,400 1/15/2020 92Local 018 AGUA PL 034 MARLIN AV CDS E AC 2 220 27 5,940 6/30/2010 Slurry Seal 1/15/2020 92Local 048 CRESTVIEW AV 0309 BAYSIDE DR CREST DR E AC 2 1,130 33 37,290 7/1/2019 Slurry Seal 1/14/2020 92Local 0104 PRIMROSE ST 0172 DOGWOOD AV ELDER AV E AC 2 210 33 6,930 10/1/2016 Slurry Seal 1/13/2020 92Local 0117 SEAL WY 0196 12TH ST 11TH ST E PCC 1 300 12 3,600 1/16/2020 92Local 0117 SEAL WY 0247 13TH ST 12TH ST E PCC 1 295 12 3,540 1/16/2020 92Local 0122 SURF PL 0202 CATALINA AV CDS E AC 2 480 33 15,840 6/30/2010 Slurry Seal 1/14/2020 92Local 075 GUAVA AV 0121 IRONWOOD AV CDS E AC 2 530 33 17,490 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 92Local 010 2ND ST 022 OCEAN AV CENTRAL AV E AC 2 860 40 34,400 1/16/2020 91Local 015 7TH ST 029 OCEAN AV ELECTRIC AV E AC 2 1,280 40 51,200 1/15/2020 91Local 038 CENTRAL AV 063 1ST ST 2ND ST C AC 1 260 20 5,200 1/15/2020 91Local 076 HARVARD LN 336 (N) COLLEGE PARK DR CDS E AC 2 992 37 36,704 1/1/2008 Slurry Seal 1/20/2020 91Local 081 IRONWOOD AV 0133 CANDLEBERRY AV ELDER AV C AC 2 524 33 17,292 1/13/2020 91Local 081 IRONWOOD AV 0136 WISTERIA ST TULIP ST C AC 2 322 37 11,914 1/1/2006 Slurry Seal 3/24/2020 91Local 0111 SANDPIPER DR 0182 BOLSA AV TAPER DR E AC 2 1,110 33 36,630 1/1/2006 Slurry Seal 1/14/2020 91Local 0117 SEAL WY 0248 14TH ST 13TH ST E PCC 1 295 12 3,540 1/16/2020 91Local 06 15TH ST 016 ELECTRIC AV PCH E AAC 1 1,110 21 23,310 7/1/2015 Overlay - AC Structural 3/24/2020 90Local 012 4TH ST 024 OCEAN AV MARINA DR E AC 2 1,200 40 48,000 1/16/2020 90Local 019 ALMOND AV 0311 IRIS CR DAISY ST C AC 2 975 36 35,100 7/1/2015 Slurry Seal 1/10/2020 90Local 038 CENTRAL AV 0252 6TH ST MAIN ST C AC 2 950 40 38,000 1/15/2020 90Local 038 CENTRAL AV 064 2ND ST 6TH ST C AC 2 1,265 40 50,600 1/15/2020 90Local 0126 VIOLET ST 0206 ALMOND AV CANDLEBERRY AV E AC 2 660 33 21,780 5/1/2003 Slurry Seal 1/13/2020 90Local 019 ALMOND AV 035 DAISY ST ASTER ST C AC 2 1,950 36 70,200 7/1/2015 Slurry Seal 1/10/2020 89Local 024 BASSWOOD ST 044 ASTER ST LAMPSON AV C AC 2 410 36 14,760 1/13/2020 89Local 039 CENTRAL WY 066 4TH ST 2ND ST E AC 2 560 38 21,280 1/16/2020 89Local 062 ELECTRIC AV 0100 SEAL BEACH BL END C AC 2 190 34 6,460 1/20/2020 89Local 081 IRONWOOD AV 0134 ELDER AV HEATHER ST C AC 2 1,967 33 64,911 1/13/2020 88Local 0114 SEA BREEZE DR 0185 BOLSA AV CATALINA AV E AC 2 1,160 33 38,280 1/14/2020 88Local 0117 SEAL WY 0195 DOLPHIN AV 14TH ST E PCC 1 270 13 3,510 1/16/2020 88Local 0123 TAPER DR 0203 BOLSA AV CATALINA AV E AC 2 1,110 33 36,630 1/1/2006 Slurry Seal 1/14/2020 88Local 0130 YALE LN 0213 (N) COLLEGE PARK DR (S) COLLEGE PARK DR E AC 2 1,160 33 38,280 7/1/2019 Slurry Seal 1/20/2020 88Local 0139 GOLDENROD ST 0120 ELDER AV CDS E AC 2 610 33 20,130 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 88Local 019 ALMOND AV 037 ROSE CR OLEANDER ST C AC 2 705 37 26,085 1/1/2008 Slurry Seal 1/10/2020 87Local 029 BIRCHWOOD AV 049 DAISY ST ASTER ST E AC 2 1,650 33 54,450 1/8/2020 87Local 038 CENTRAL AV 062 MAIN ST 12TH ST C AC 2 860 40 34,400 1/15/2020 872 of 5
City of Seal Beach 2020 PMP UpdatePCI List - LocalSorted by Descending PCIMPAH/ LocalStreet IDStreet NameSection IDFrom To FCSurface TypeLanesLength (ft)Width (ft)Area (sf)Last M&R DateWork Type PCI Date PCILocal 039 CENTRAL WY 067 5TH ST 4TH ST E AC 2 260 38 9,880 1/16/2020 87Local 083 JADE COVE WY 0139 EMERALD COVE WY MARLIN AV E AC 2 360 33 11,880 6/30/2010 Slurry Seal 1/14/2020 87Local 0119 SOUTH SHORE DR 0198 BOLSA AV TAPER DR E AC 2 1,060 33 34,980 8/12/1999 Slurry Seal 1/14/2020 87Local 044 COLLEGE PARK DR 073 (N) YALE LN (S) HARVARD LN C AC 2 1,741 37 64,417 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 87Local 027 BEACHCOMBER DR 047 BOLSA AV SEA BREEZE DR E AC 2 1,160 33 38,280 1/14/2020 86Local 048 CRESTVIEW AV 0310 CREST DR AVALON DR E AC 2 925 33 30,525 6/30/2010 Slurry Seal 1/14/2020 86Local 095 MARVISTA AV 0157 CATALINA AV COASTLINE DR E AC 2 1,610 33 53,130 1/14/2020 86Local 0117 SEAL WY 0249 NEPTUNE AV DOLPHIN AV E PCC 1 385 13 5,005 1/16/2020 86Local 032 CAMELIA ST 053 ALMOND AV BANYAN AV E AC 2 590 33 19,470 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 85Local 01 10TH ST 01 ELECTRIC AV PCH E AC 2 660 40 26,400 1/16/2020 85Local 010 2ND ST 334 CENTRAL AV MARINA DR E AC 2 105 40 4,200 3/24/2020 85Local 016 8TH ST 031 OCEAN AV ELECTRIC AV E AC 2 1,150 40 46,000 1/15/2020 85Local 082 ISLAND VIEW DR 0138 BOLSA AV SEA BREEZE DR E AC 2 1,110 33 36,630 1/14/2020 85Local 092 MARIGOLD ST 0154 CANDLEBERRY AV DOGWOOD AV E AC 2 160 33 5,280 10/1/2016 Slurry Seal 1/8/2020 84Local 037 CATALINA AV 060 BALBOA DR COASTLINE DR E AC 2 1,910 37 70,670 7/1/2019 Slurry Seal 1/14/2020 83Local 033 CANDLEBERRY AV 055 MARIGOLD ST FUCHSIA ST E AC 2 1,560 37 57,720 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 83Local 04 13TH ST 012 SEAL WY OCEAN AV E AC 2 210 25 5,250 7/2/2012 Slurry Seal 1/16/2020 82Local 020 ASTER ST 039 BIRCHWOOD AV CANDLEBERRY AV E AC 2 206 37 7,622 5/1/2003 Slurry Seal 1/10/2020 82Local 051 DAFFODIL CR 081 ALMOND AV CDS E AC 2 230 33 7,590 10/1/2016 Slurry Seal 1/13/2020 82Local 057 DOLPHIN AV 091 OCEAN AV ELECTRIC AV E AC 1 582 24 13,968 1/16/2020 82Local 0138 SUNFLOWER CR 0200 ALMOND AV CDS E AC 2 430 33 14,190 5/1/2003 Slurry Seal 1/13/2020 82Local 052 DAHLIA DR 082 ALMOND AV CDS E AC 2 230 33 7,590 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 81Local 072 FUCHSIA CR 0117 FIR AV CDS E AC 2 330 33 10,890 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 81Local 042 COASTLINE DR 0305 BALBOA DR MARVISTA DR E AC 2 1,850 33 61,050 1/1/2008 Slurry Seal 1/14/2020 81Local 042 COASTLINE DR 071 MARVISTA DR CARMEL DR E AC 2 455 33 15,015 7/1/2019 Slurry Seal 3/24/2020 81Local 073 GALLEON WY 0118 ELECTRIC AV DORY WY E AC 2 970 33 32,010 7/1/2019 Slurry Seal 1/20/2020 81Local 080 IRIS CR 0131 ALMOND AV CDS E AC 2 230 33 7,590 10/1/2016 Slurry Seal 1/13/2020 81Local 020 ASTER ST 038 ALMOND AV BIRCHWOOD AV E AC 2 1,239 37 45,843 5/1/2003 Slurry Seal 1/10/2020 80Local 057 DOLPHIN AV 090 SEAL WY OCEAN AV E AC 2 226 24 5,424 7/2/2012 Slurry Seal 1/16/2020 80Local 061 ELDER AV 338 FUCHSIA ST IRONWOOD AV E AC 2 1,500 36 54,000 1/8/2020 80Local 0124 TEABERRY CR 0204 ALMOND AV CDS E AC 2 430 33 14,190 1/1/2006 Slurry Seal 1/13/2020 80Local 069 FIR AV 0111 GOLDENROD ST IRONWOOD AV E AC 2 1,460 33 48,180 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 80Local 070 FIR CR 0115 FIR AV CDS E AC 2 130 60 7,800 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 80Local 05 14TH ST 014 OCEAN AV ELECTRIC AV E AC 2 660 40 26,400 1/16/2020 79Local 011 3RD ST 023 OCEAN AV CENTRAL AV E AC 2 760 40 30,400 1/16/2020 79Local 014 6TH ST 027 OCEAN AV ELECTRIC AV E AC 2 1,300 40 52,000 1/10/2020 79Local 089 MAIN ST 0149 OCEAN AV ELECTRIC AVE C AC 2 1,190 57 67,830 6/30/2008 Slurry Seal 1/16/2020 79Local 095 MARVISTA AV 0158 COASTLINE DR PCH E AC 2 123 36 4,428 1/14/2020 79Local 099 OCEAN AV 0306 ELECTRIC AV 13TH ST C AC 2 1,300 51 66,300 7/1/2019 Slurry Seal 1/16/2020 79Local 0128 WISTERIA ST 0211 DOGWOOD AV CDS E AC 2 1,040 33 34,320 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 79Local 061 ELDER AV 096 OLEANDER ST HEATHER ST E AC 2 1,13036 40,680 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 78Local 033 CANDLEBERRY AV 056 WISTERIA ST OLEANDER ST E AC 2 1,660 33 54,780 10/1/2016 Slurry Seal 1/13/2020 78Local 039 CENTRAL WY 065 2ND ST 1ST ST E AC 2 260 40 10,400 1/16/2020 78Local 076 HARVARD LN 0123 COLLEGE PARK DR OCCIDENTAL LN E AC 2 1,063 37 39,331 7/1/2019 Slurry Seal 1/20/2020 78Local 093 MARINE AV 0155 ELECTRIC AV DOLPHIN AV E AC 1 320 24 7,680 3/24/2020 78Local 099 OCEAN AV 0307 5TH ST 1ST ST C AC 2 1,240 52 64,480 7/1/2019 Slurry Seal 1/16/2020 78Local 0112 SCHOONER WY 0183 GALLEON WY DORY WY E AC 2 660 33 21,780 7/1/2019 Slurry Seal 1/20/2020 78Local 058 DORY WY 092 GALLEON WY SCHOONER WY E AC 2 360 28 10,080 1/1/2010 Slurry Seal 1/20/2020 77Local 059 DRIFTWOOD AV 093 BALBOA DR COASTLINE DR E AC 2 1,460 33 48,180 7/1/2019 Slurry Seal 1/14/2020 773 of 5
City of Seal Beach 2020 PMP UpdatePCI List - LocalSorted by Descending PCIMPAH/ LocalStreet IDStreet NameSection IDFrom To FCSurface TypeLanesLength (ft)Width (ft)Area (sf)Last M&R DateWork Type PCI Date PCILocal 062 ELECTRIC AV 099 CORSAIR WY CDS C AC 2 380 33 12,540 1/1/2010 Slurry Seal 1/20/2020 77Local 088 LOYOLA PLAZA 0147 COLLEGE PARK DR END E AC 2 330 25 8,250 7/1/2019 Slurry Seal 1/20/2020 77Local 044 COLLEGE PARK DR 337 (N) HARVARD LN (N) YALE LN C AC 2 940 37 34,780 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 77Local 037 CATALINA AV 0308 CDS SEA BREEZE DR E AC 2 1,330 37 49,210 8/11/1999 Slurry Seal 1/14/2020 76Local 0117 SEAL WY 0250 ELECTRIC AV NEPTUNE AV E PCC 1 505 13 6,565 1/16/2020 76Local 055 DARTMOUTH CR 086 HARVARD LN CDS E AC 2 180 34 6,120 7/1/2019 Slurry Seal 3/24/2020 75Local 087 LANDING AV 0146 SEAL BEACH BL 12TH ST E AC 2 1,210 21 25,410 7/1/1997 Slurry Seal 3/24/2020 75Local 0120 STANFORD LN 0199 COLLEGE PARK DR COLLEGE PARK DR E AC 2 1,860 32 59,520 7/1/2019 Slurry Seal 1/21/2020 75Local 061 ELDER AV 097 VIOLET ST PRIMROSE ST E AC 2 1,380 33 45,540 10/1/2016 Slurry Seal 1/13/2020 74Local 076 HARVARD LN 331 OCCIDENTAL LN (N) COLLEGE PARK DR E AC 2 1,289 37 47,693 7/1/2019 Slurry Seal 1/20/2020 74Local 0117 SEAL WY 0194 10TH ST 11TH ST E PCC 1 290 15 4,350 1/16/2020 74Local 0135 HEATHER ST 0129 HAZELNUT AV LAMPSON AV E AC 2 490 37 18,130 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 73Local 02 11TH ST 06 OCEAN AV ELECTRIC AV E AC 2 965 40 38,600 1/16/2020 73Local 099 OCEAN AV 0164 MAIN ST 5TH ST C AC 2 1,245 52 64,740 7/1/2019 Slurry Seal 1/16/2020 73Local 0129 YALE CR 0212 END YALE LN E AC 2 130 48 6,240 7/1/2019 Slurry Seal 3/24/2020 73Local 026 BAYOU WY 046 BAYSIDE DR HARBOR WY E AC 2 630 33 20,790 3/24/2020 72Local 044 COLLEGE PARK DR 074 (S) HARVARD LN CITY LIMIT C AC 2 940 44 41,360 7/1/2019 Slurry Seal 3/24/2020 72Local 099 OCEAN AV 0163 13TH ST MAIN ST C AC 2 1,265 51 64,515 7/1/2019 Slurry Seal 1/16/2020 72Local 01 10TH ST 02 OCEAN AV ELECTRIC AV E AC 2 950 40 38,000 1/16/2020 71Local 04 13TH ST 011 OCEAN AV ELECTRIC AV E AC 2 710 40 28,400 1/16/2020 71Local 096 NEPTUNE AV 0159 SEAL WY OCEAN AV E AC 2 210 24 5,040 7/2/2012 Slurry Seal 1/16/2020 71Local 013 5TH ST 025 MARINA DR PCH C AC 4 660 60 39,600 7/1/2019 Slurry Seal 1/16/2020 70Local 067 FATHOM AV 0109 SILVER SHOALS AV BALBOA DR E AC 2 810 33 26,730 8/12/1999 Slurry Seal 3/24/2020 70Local 097 NORTH GATE RD 0160 SEAL BEACH BL 760' W/O SEAL BEACH BL E AC 2 760 42 31,920 3/24/2020 70Local 03 12TH ST 07 ELECTRIC AV PCH C AC 2 860 37 31,820 1/16/2020 69Local 0103 PANSY ST 0171 FIR AV GUAVA AV E AC 2 160 33 5,280 7/9/2013 Slurry Seal 3/24/2020 69Local 043 COLUMBINE ST 072 ALMOND AV BANYAN AV E AC 2 210 33 6,930 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 69Local 097 NORTH GATE RD 0161 760' W/O SEAL BEACH BL W/END E AC 2 3,300 25 82,500 1/20/2020 68Local 013 5TH ST 026 OCEAN AV MARINA DR E AC 2 1,400 40 56,000 1/16/2020 67Local 056 DOGWOOD AV 088 MARIGOLD ST FUCHSIA ST E AC 2 1,520 33 50,160 10/1/2016 Slurry Seal 1/13/2020 67Local 061 ELDER AV 095 HEATHER ST FUCHSIA ST E AC 2 520 3618,720 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 66Local 056 DOGWOOD AV 087 DAISY ST IRONWOOD AV E AC 2 1,470 33 48,510 10/1/2016 Slurry Seal 1/13/2020 64Local 078 HAZELNUT AV 0126 HEATHER ST ROSE ST E AC 2 1,610 33 53,130 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 63Local 041 CLOVER CR 069 ALMOND AV CDS E AC 2 130 33 4,290 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 63Local 0128 WISTERIA ST 0210 DOGWOOD AV IRONWOOD AV E AC 2 990 37 36,630 1/1/2009 Slurry Seal 1/10/2020 63Local 0125 TULIP ST 0205 IRONWOOD AV LAMPSON AV E AC 2 70 36 2,520 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 62Local 05 14TH ST 015 SEAL WY OCEAN AV E AC 2 210 25 5,250 7/2/2012 Slurry Seal 1/16/2020 61Local 023 BANYAN AV 043 CAMELIA ST COLUMBINE ST E AC 2 600 33 19,800 1/1/2009 Slurry Seal 1/13/2020 61Local 053 DAISY CR 083 FIR AV CDS E AC 2 230 33 7,590 10/1/2016 Slurry Seal 1/13/2020 60Local 0135 HEATHER ST 0130 ELDER AV HAZELNUT AV E AC 2 790 37 29,230 7/9/2013 Slurry Seal 1/8/2020 60Local 0110 ROSSMOOR CENTER WY 0180 SEAL BEACH BL WEST RD C AC 2 864 30 25,920 5/1/2003 Slurry Seal 1/20/2020 60Local 03 12TH ST 09 SEAL WY OCEAN AV E AC 2 210 24 5,040 7/2/2012 Slurry Seal 1/16/2020 59Local 033 CANDLEBERRY AV 054 FUCHSIA ST ASTER AV E AC 2 1,730 36 62,280 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 58Local 0105 PRINCETON CR 0173 HARVARD LN CDS E AC 2 230 30 6,900 7/1/2019 Slurry Seal 1/20/2020 58Local 01 10TH ST 03 SEAL WY OCEAN AV E AC 2 210 25 5,250 1/16/2020 57Local 02 11TH ST 05 SEAL WY OCEAN AV E AC 2 210 25 5,250 7/2/2012 Slurry Seal 1/16/2020 57Local 030 BLUEBELL ST 050 ALMOND AV BIRCHWOOD AV E AC 2 710 33 23,430 7/1/2015 Slurry Seal 1/13/2020 55Local 069 FIR AV 0114 WISTERIA ST SUNFLOWER ST E AC 2 1,220 33 40,260 1/10/2020 54Local 0110 ROSSMOOR CENTER WY 0181 WEST RD MONTECITO RD C AC 2 364 28 10,192 1/20/2020 534 of 5
City of Seal Beach 2020 PMP UpdatePCI List - LocalSorted by Descending PCIMPAH/ LocalStreet IDStreet NameSection IDFrom To FCSurface TypeLanesLength (ft)Width (ft)Area (sf)Last M&R DateWork Type PCI Date PCILocal 014 6TH ST 333 (S) ELECTRIC AV MARINA DR E AC 2 195 40 7,800 3/24/2020 51Local 0107 PURDUE CR 0175 COLLEGE PARK DR CDS E AC 2 68 27 1,836 7/1/2019 Slurry Seal 3/24/2020 51Local 017 ADOLFO LOPEZ DR 033 SEAL BEACH BL 425 W/SEAL BEACH BL E AC 2 425 60 25,500 3/24/2020 50Local 069 FIR AV 0113 SUNFLOWER ST ROSE ST E AC 2 330 33 10,890 4/20/2020 Crack Seal and Slurry Seal 4/20/2020 48Local 054 DAISY ST 085 CANDLEBERRY AV DOGWOOD AV E AC 2 210 33 6,930 1/1/2009 Slurry Seal 1/13/2020 48Local 0109 ROSE ST 0178 FIR AV HAZELNUT AV C AC 2 390 37 14,430 7/9/2013 Slurry Seal 1/10/2020 47Local 075 GUAVA AV 0122 PANSY ST HEATHER ST E AC 2 1,360 33 44,880 7/9/2013 Slurry Seal 1/10/2020 44Local 0109 ROSE ST 0179 HAZELNUT AV LAMPSON AV C AC 2 440 37 16,280 7/9/2013 Slurry Seal 3/24/2020 405 of 5
Appendix 2
Seven Year Work Plan under Scenario 1
City's Exiting Budget:
i. MPAH Rehabilitation Program
ii. Local Rehabilitation Program
iii. Preventive Program
MPAH Rehabilitation Program
Appendix 2Seven‐Year Work Plan uner Scenario 1 ( City's Existing Budget)MPAH Rehabilitation Program MPAH/ LocalStreet IDStreet NameSection IDFrom To FCLength (ft)Width (ft)Area (sf) Treatment Type Cost of Treatment Year of TreatmentMPAH 0115 SEAL BEACH BL 0190 FWY 405 NORTH (OLD RANCH PKY) LAMPSON AV A 833 89 74,137 2" Grind and Cap 168,456$ FY 2020/21Total $ 168,456 MPAH 086 LAMPSON AV 320 OLD RANCH PLAZA SEAL BEACH BLVD A 746 56 41,776 2" Grind and Cap 173,683$ FY 2021/22MPAH 0115 SEAL BEACH BL 0192SB PLYMOUTH DR ST. CLOUD DR A 1,491 38 57,404 2" Grind and Cap 190,167$ FY 2021/22Total $ 363,850 MPAH 0115 SEAL BEACH BL 0184 ELECTRIC AV PCH A 1,510 40 60,400 2" Grind and Cap 132,271$ FY 2022/23MPAH 0115 SEAL BEACH BL 0192NB ST. CLOUD DR PLYMOUTH DR A 1,491 38 57,404 2" Grind and Cap 168,099$ FY 2022/23Total $ 300,371 MPAH 064 ELECTRIC AV SB 0104 6TH ST MAIN ST C 910 25 22,750 2" Grind and Cap 52,509$ FY 2023/24MPAH 0115 SEAL BEACH BL 0193NB PLYMOUTH DR CITY LIMIT A 1,040 48 50,440 2" Grind and Cap 218,948$ FY 2023/24Total $ 271,456 MPAH 0100 OLD RANCH PARKWAY 0165 SEAL BEACH BL 200' W/ SEAL BEACH BL A 200 48 9,600 2" Grind and Cap 71,700$ FY 2024/25MPAH 0115 SEAL BEACH BL 324 ADOLFO LOPEZ DR APOLLO DR A 579 98 56,742 2" Grind and Cap 169,128$ FY 2024/25Total $ 240,828 MPAH 0115 SEAL BEACH BL 0193SB CITY LIMIT PLYMOUTH DR A 1,040 48 50,440 2" Grind and Cap 251,513$ FY 2025/26Total $ 251,513 MPAH 09 1ST ST 019 OCEAN AV MARINA DR A 887 40 35,480 2" Grind and Cap 140,000$ FY 2026/27MPAH 09 1ST ST 0259S PCH MARINA DR A 2,172 22 47,784 2" Grind and Cap 249,438$ FY 2026/27MPAH 086 LAMPSON AV 318 BASSWOOD ST 735' W/O BASSWOOD ST A 735 56 41,160 2" Grind and Cap 110,298$ FY 2026/27Total $ 499,736
Local Rehabilitation Program
Appendix 2Seven‐Year Work Plan under Scenario 1 (City's Existing Budget)Local Rehabilitation ProgramMPAH/ LocalStreet IDStreet NameSection IDFrom To FCLength (ft)Width (ft)Area (sf) Treatment Type Cost of Treatment Year of TreatmentLocal 05 14TH ST 015 SEAL WY OCEAN AV E 210 25 5,250 2" Grind and Cap $ 19,658 FY 2020/21Local 023 BANYAN AV 043 CAMELIA ST COLUMBINE ST E 600 33 19,800 2" Grind and Cap $ 74,139 FY 2020/21Local 033 CANDLEBERRY AV 054 FUCHSIA ST ASTER AV E 1,730 36 62,280 2" Grind and Cap $ 173,654 FY 2020/21Local 056 DOGWOOD AV 087 DAISY ST IRONWOOD AV E 1,470 33 48,510 2" Grind and Cap $ 122,840 FY 2020/21Local 0125 TULIP ST 0205 IRONWOOD AV LAMPSON AV E 70 36 2,520 2" Grind and Cap $ 5,383 FY 2020/21Total $ 395,674 Local 03 12TH ST 09 SEAL WY OCEAN AV E 210 24 5,040 2" Grind and Cap 21,335$ FY 2021/22Local 041 CLOVER CR 069 ALMOND AV CDS E 130 33 4,290 2" Grind and Cap 21,503$ FY 2021/22Local 053 DAISY CR 083 FIR AV CDS E 230 33 7,590 2" Grind and Cap 36,957$ FY 2021/22Local 0135 HEATHER ST 0129 HAZELNUT AV LAMPSON AV E 490 37 18,130 2" Grind and Cap 54,533$ FY 2021/22Local 097 NORTH GATE RD 0161 760' W/O SEAL BEACH BL W/END E 3,300 25 82,500 2" Grind and Cap 230,815$ FY 2021/22Local 0105 PRINCETON CR 0173 HARVARD LN CDS E 230 30 6,900 2" Grind and Cap 38,142$ FY 2021/22Total $ 403,286 Local 03 12TH ST 07 ELECTRIC AV PCH C 860 37 31,820 2" Grind and Cap 98,853$ FY 2022/23Local 043 COLUMBINE ST 072 ALMOND AV BANYAN AV E 210 33 6,930 2" Grind and Cap 15,647$ FY 2022/23Local 061 ELDER AV 095 HEATHER ST FUCHSIA ST E 520 36 18,720 2" Grind and Cap 63,797$ FY 2022/23Local 0135 HEATHER ST 0130 ELDER AV HAZELNUT AV E 790 37 29,230 2" Grind and Cap 127,897$ FY 2022/23Local 097 NORTH GATE RD 0160 SEAL BEACH BL 760' W/O SEAL BEACH BL E 760 42 31,920 2" Grind and Cap 93,745$ FY 2022/23Total $ 399,938 Local 01 10TH ST 03 SEAL WY OCEAN AV E 210 25 5,250 2" Grind and Cap 25,946$ FY 2023/24Local 02 11TH ST 05 SEAL WY OCEAN AV E 210 25 5,250 2" Grind and Cap 24,661$ FY 2023/24Local 026 BAYOU WY 046 BAYSIDE DR HARBOR WY E 630 33 20,790 2" Grind and Cap 49,893$ FY 2023/24Local 099 OCEAN AV 0163 13TH ST MAIN ST C 1,265 51 64,515 2" Grind and Cap 294,832$ FY 2023/24Total $ 395,333 Local 01 10TH ST 02 OCEAN AV ELECTRIC AV E 950 40 38,000 2" Grind and Cap 93,760$ FY 2024/25Local 013 5TH ST 026 OCEAN AV MARINA DR E 1,400 40 56,000 2" Grind and Cap 149,771$ FY 2024/25Local 069 FIR AV 0111 GOLDENROD ST IRONWOOD AV E 1,460 33 48,180 2" Grind and Cap 139,052$ FY 2024/25Local 072 FUCHSIA CR 0117 FIR AV CDS E 330 33 10,890 2" Grind and Cap 28,205$ FY 2024/25Total $ 410,788 Local 033 CANDLEBERRY AV 055 MARIGOLD ST FUCHSIA ST E 1,560 37 57,720 2" Grind and Cap 180,684$ FY 2025/26Local 056 DOGWOOD AV 088 MARIGOLD ST FUCHSIA ST E 1,520 33 50,160 2" Grind and Cap 153,762$ FY 2025/26Local 0107 PURDUE CR 0175 COLLEGE PARK DR CDS E 68 27 1,836 2" Grind and Cap with Digouts 20,928$ FY 2025/26Local 0110 ROSSMOOR CENTER WY 0181 WEST RD MONTECITO RD C 364 28 10,192 2" Grind and Cap 54,424$ FY 2025/26Total $ 409,798 Local 014 6TH ST 027 OCEAN AV ELECTRIC AV E 1,300 40 52,000 2" Grind and Cap 126,927$ FY 2026/27Local 059 DRIFTWOOD AV 093 BALBOA DR COASTLINE DR E 1,460 33 48,180 2" Grind and Cap 123,125$ FY 2026/27Local 061 ELDER AV 338 FUCHSIA ST IRONWOOD AV E 1,500 36 54,000 2" Grind and Cap 137,999$ FY 2026/27Total $ 388,051
Preventive Program
Appendix 2Seven‐Year Work Plan under Scenario 1 (City's Existing Budget)Preventive ProgramMPAH/ LocalStreet IDStreet NameSection IDFrom To FCLength (ft)Width (ft)Area (sf) Treatment Type Cost of Treatment Year of TreatmentLocal 01 10TH ST 01 ELECTRIC AV PCH E 660 40 26,400 Slurry Seal with Digouts 26,400$ FY 2020/21Local 04 13TH ST 011 OCEAN AV ELECTRIC AV E 710 40 28,400 Slurry Seal with Digouts 28,400$ FY 2020/21Local 05 14TH ST 014 OCEAN AV ELECTRIC AV E 660 40 26,400 Slurry Seal with Digouts 26,400$ FY 2020/21Local 011 3RD ST 023 OCEAN AV CENTRAL AV E 760 40 30,400 Slurry Seal with Digouts 30,400$ FY 2020/21Local 013 5TH ST 025 MARINA DR PCH C 660 60 39,600 Slurry Seal with Digouts 39,600$ FY 2020/21Local 016 8TH ST 031 OCEAN AV ELECTRIC AV E 1,150 40 46,000 Slurry Seal with Digouts 46,000$ FY 2020/21Local 020 ASTER ST 038 ALMOND AV BIRCHWOOD AV E 1,239 37 45,843 Slurry Seal with Digouts 45,843$ FY 2020/21Local 020 ASTER ST 039 BIRCHWOOD AV CANDLEBERRY AV E 206 37 7,622 Slurry Seal with Digouts 7,622$ FY 2020/21Total $ 250,665 Local 027 BEACHCOMBER DR 047 BOLSA AV SEA BREEZE DR E 1,160 33 38,280 Slurry Seal with Digouts 41,119$ FY 2021/22Local 044 COLLEGE PARK DR 074 (S) HARVARD LN CITY LIMIT C 940 44 41,360 Slurry Seal with Digouts 29,872$ FY 2021/22Local 052 DAHLIA DR 082 ALMOND AV CDS E 230 33 7,590 Slurry Seal with Digouts 9,496$ FY 2021/22Local 061 ELDER AV 096 OLEANDER ST HEATHER ST E 1,130 36 40,680 Slurry Seal with Digouts 43,697$ FY 2021/22Local 067 FATHOM AV 0109 SILVER SHOALS AV BALBOA DR E 810 33 26,730 Slurry Seal with Digouts 28,712$ FY 2021/22Local 070 FIR CR 0115 FIR AV CDS E 130 60 7,800 Slurry Seal with Digouts 9,560$ FY 2021/22Local 096 NEPTUNE AV 0159 SEAL WY OCEAN AV E 210 24 5,040 Slurry Seal with Digouts 5,414$ FY 2021/22Local 0103 PANSY ST 0171 FIR AV GUAVA AV E 160 33 5,280 Slurry Seal with Digouts 5,672$ FY 2021/22Local 0119 SOUTH SHORE DR 0198 BOLSA AV TAPER DR E 1,060 33 34,980 Slurry Seal with Digouts 37,574$ FY 2021/22Local 0128 WISTERIA ST 0211 DOGWOOD AV CDS E 1,04033 34,320 Slurry Seal with Digouts 38,208$ FY 2021/22Total $ 249,322 Local 038 CENTRAL AV 062 MAIN ST 12TH ST C 860 40 34,400 Slurry Seal with Digouts 27,697$ FY 2022/23Local 061 ELDER AV 097 VIOLET ST PRIMROSE ST E 1,380 33 45,540 Slurry Seal with Digouts 36,667$ FY 2022/23Local 076 HARVARD LN 331 OCCIDENTAL LN (N) COLLEGE PARK DR E 1,289 37 47,693 Slurry Seal with Digouts 98,607$ FY 2022/23Local 081 IRONWOOD AV 0134 ELDER AV HEATHER ST C 1,967 33 64,911 Slurry Seal with Digouts 52,263$ FY 2022/23Local 0123 TAPER DR 0203 BOLSA AV CATALINA AV E 1,110 33 36,630 Slurry Seal with Digouts 29,493$ FY 2022/23Local 0129 YALE CR 0212 END YALE LN E 130 48 6,240 Slurry Seal with Digouts 5,024$ FY 2022/23Total $ 249,751 Local 02 11TH ST 06 OCEAN AV ELECTRIC AV E 965 40 38,600 Slurry Seal with Digouts 39,790$ FY 2023/24Local 06 15TH ST 016 ELECTRIC AV PCH E 1,110 21 23,310 Slurry Seal with Digouts 25,764$ FY 2023/24Local 024 BASSWOOD ST 044 ASTER ST LAMPSON AV C 410 36 14,760 Slurry Seal with Digouts 16,314$ FY 2023/24Local 032 CAMELIA ST 053 ALMOND AV BANYAN AV E 590 33 19,470 Slurry Seal with Digouts 21,520$ FY 2023/24Local 044 COLLEGE PARK DR 337 (N) HARVARD LN (N) YALE LN C 940 37 34,780 Slurry Seal with Digouts 38,442$ FY 2023/24Local 0114 SEA BREEZE DR 0185 BOLSA AV CATALINA AV E 1,160 33 38,280 Slurry Seal with Digouts 42,310$ FY 2023/24Local 0120 STANFORD LN 0199 COLLEGE PARK DR COLLEGE PARK DR E 1,860 32 59,520 Slurry Seal with Digouts 65,787$ FY 2023/24Total $ 249,928 Local 04 13TH ST 010 ELECTRIC AV PCH E 1,013 21 21,273 Slurry Seal with Digouts 17,547$ FY 2024/25Local 037 CATALINA AV 0308 CDS SEA BREEZE DR E 1,330 37 49,210 Slurry Seal with Digouts 43,309$ FY 2024/25Local 095 MARVISTA AV 0157 CATALINA AV COASTLINE DR E 1,610 33 53,130 Slurry Seal with Digouts 46,243$ FY 2024/25Local 099 OCEAN AV 0307 5TH ST 1ST ST C 1,240 52 64,480 Slurry Seal with Digouts 112,695$ FY 2024/25Local 0111 SANDPIPER DR 0182 BOLSA AV TAPER DR E 1,110 33 36,630 Slurry Seal with Digouts 31,882$ FY 2024/25Total $ 251,675 Local 05 14TH ST 013 ELECTRIC AV PCH E 1,010 21 21,210 Slurry Seal with Digouts 24,363$ FY 2025/26Local 038 CENTRAL AV 0252 6TH ST MAIN ST C 950 40 38,000 Slurry Seal with Digouts 99,244$ FY 2025/26Local 038 CENTRAL AV 064 2ND ST 6TH ST C 1,265 40 50,600 Slurry Seal with Digouts 99,244$ FY 2025/26Local 055 DARTMOUTH CR 086 HARVARD LN CDS E 180 34 6,120 Slurry Seal with Digouts 9,327$ FY 2025/26Local 081 IRONWOOD AV 0136 WISTERIA ST TULIP ST C 322 37 11,914 Slurry Seal with Digouts 13,685$ FY 2025/261 of 2
Appendix 2Seven‐Year Work Plan under Scenario 1 (City's Existing Budget)Preventive ProgramMPAH/ LocalStreet IDStreet NameSection IDFrom To FCLength (ft)Width (ft)Area (sf) Treatment Type Cost of Treatment Year of TreatmentLocal 0117 SEAL WY 0194 10TH ST 11TH ST E 290 15 4,350 Slurry Seal with Digouts 4,997$ FY 2025/26Total $ 250,860 Local 08 17TH ST 018 ELECTRIC AV PCH E 1,260 21 26,460 Slurry Seal with Digouts 23,697$ FY 2026/27Local 015 7TH ST 029 OCEAN AV ELECTRIC AV E 1,280 40 51,200 Slurry Seal with Digouts 45,854$ FY 2026/27Local 038 CENTRAL AV 063 1ST ST 2ND ST C 260 20 5,200 Slurry Seal with Digouts 4,657$ FY 2026/27Local 0139 GOLDENROD ST 0120 ELDER AV CDS E 610 33 20,130 Slurry Seal with Digouts 19,148$ FY 2026/27Local 075 GUAVA AV 0121 IRONWOOD AV CDS E 530 33 17,490 Slurry Seal with Digouts 16,783$ FY 2026/27Local 081 IRONWOOD AV 0133 CANDLEBERRY AV ELDER AV C 524 33 17,292 Slurry Seal with Digouts 15,487$ FY 2026/27Local 099 OCEAN AV 0306 ELECTRIC AV 13TH ST C 1,300 51 66,300 Slurry Seal with Digouts 111,448$ FY 2026/27Local 0117 SEAL WY 0250 ELECTRIC AV NEPTUNE AV E 505 13 6,565 Slurry Seal with Digouts 14,437$ FY 2026/27Total $ 251,511 2 of 2
Appendix 3
OCTA Pavement Management Plan
Agency Submittal
City of Seal Beach
Pavement
Management Plan
Prepared by NCE
Date: June 30, 2020
City of Seal Beach
Pavement
Management Plan
Prepared by: NCE
Submitted to OCTA 6-30-2020
Pavement Management Plan Agency Submittal
Page | 1
Agency Submittal Table of Contents
I. Pavement Management Plan Certification ..................................................................................................... 2
II. Executive Summary ......................................................................................................................................... 3
III. Background (Optional) .................................................................................................................................... 3
IV. Current Pavement Conditions (PCI) ................................................................................................................ 4
V. Projected Pavement Conditions (PCI) ............................................................................................................. 4
VI. Alternative Funding Levels .............................................................................................................................. 5
Maintain Existing Average Network PCI .............................................................................................................. 5
Improve Average Network PCI ............................................................................................................................ 5
VII. Current and Projected Backlog by Year of Pavement Maintenance Needs .................................................... 6
VIII. Centerline Mileage .......................................................................................................................................... 6
IX. Percentage of Network in Each of Five Condition Categories Based on Centerline Miles ............................. 7
X. Reduction in M2 Local Match ......................................................................................................................... 8
XI. Appendix A – Seven-Year Road Maintenance and Rehabilitation Plan Based on Current or Expected
Funding Level .......................................................................................................................................................... 9
XII. Appendix B – Complete Street Listing Current Conditions ........................................................................... 10
XIII. Appendix C – Quality Assurance/Quality Control Plan ................................................................................. 11
Introduction ...................................................................................................................................................... 11
XIV. Appendix D – Pavement Management Data Files ......................................................................................... 12
XV. Appendix E – GIS Maps – Current Conditions (Optional) .............................................................................. 12
Pavement Management Plan Agency Submittal
Page | 3
II. Executive Summary
The City of Seal Beach (City) selected NCE to perform an update of the City’s Pavement Management Program
(PMP). The goal of this project is to update the PMP with current pavement conditions and to perform funding
analyses to help inform and educate policy makers as well as to comply with the Orange County
Transportation Authority’s (OCTA) Measure M2 Program.
The 2020 PMP update includes an assessment of the entire street network via walking inspection method. The
assessment was completed between January and April of 2020 and results show that the City’s overall
weighted PCI for the pavement network is 80, which is in the “Good” category. As a result, the City remains
eligible for M2 funds and will receive the 10 percent reduction.
After the database was updated with maintenance activities that had occurred since 2018 and pavement
treatment policies were reviewed, and unit costs were updated. Budget scenarios were run. The results show
that the City’s current funding level of $950,000 per year would drop the network PCI to 75 by the end of the
7-year analysis period. To maintain the network PCI at 80, the City would need $2 million each year in the next
7 years. Furthermore, it would take approximately $2.2 million per year to increase the network PCI to 81.
III. Background (Optional)
The City owns and maintains approximately 41.8 centerline miles of pavements, which includes 12.8 miles of
the Master Plan of Arterial Highways (MPAH) streets and 29 miles of local streets, representing a total
replacement cost of $123 million.
Pavement Management Plan Agency Submittal
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IV. Current Pavement Conditions (PCI)
Current Network PCI Current MPAH PCI Current Local PCI
80 77 82
V. Projected Pavement Conditions (PCI)
Should be by projected PCI by year under existing or expected funding levels for next seven fiscal years
(“Today” is before June 30, 2020).
Fiscal Year Current Funding Entire Network
PCI MPAH Local
Today $575,000 80 77 82
2020-21 $950,000 80 76 82
2021-22 $950,000 79 74 82
2022-23 $950,000 79 73 82
2023-24 $950,000 78 71 82
2024-25 $950,000 77 69 81
2025-26 $950,000 76 67 81
2026-27 $950,000 75 66 81
Pavement Management Plan Agency Submittal
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VI. Alternative Funding Levels
Maintain Existing Average Network PCI
Fiscal Year Maintain
Funding
Entire Network
PCI MPAH Local
Today $575,000 80 77 82
2020-21 $2.0 million 80 79 81
2021-22 $2.0 million 81 79 80
2022-23 $2.1 million 81 80 79
2023-24 $2.0 million 81 80 80
2024-25 $2.0 million 80 78 81
2025-26 $2.0 million 80 77 82
2026-27 $2.0 million 80 78 82
Improve Average Network PCI
Fiscal Year Improve Funding Entire Network
PCI MPAH Local
Today $575,000 80 77 82
2020-21 $2.3 million 80 79 81
2021-22 $2.3 million 81 80 80
2022-23 $2.3 million 81 81 80
2023-24 $2.3 million 82 80 82
2024-25 $2.1 million 81 79 83
2025-26 $2.2 million 81 79 83
2026-27 $2.1 million 81 80 82
Pavement Management Plan Agency Submittal
Page | 6
VII. Current and Projected Backlog by Year of Pavement Maintenance
Needs
Fiscal Year Current Funding
Backlog ($ million)
Maintain PCI Backlog
($ million)
Increase PCI Backlog
($ million)
Today 4.9 4.9 4.9
2020-21 3.8 2.8 2.5
2021-22 7.9 5.6 5.1
2022-23 10.9 5.9 5.0
2023-24 13.0 5.6 4.2
2024-25 14.5 5.1 3.6
2025-26 15.2 4.0 2.3
2026-27 17.0 4.4 2.4
VIII. Centerline Mileage
Entire Pavement Network MPAH Local Streets
41.8 12.8 29.0
Pavement Management Plan Agency Submittal
Page | 7
IX. Percentage of Network in Each of Five Condition Categories Based on
Centerline Miles
Condition
Category PCI Range Network
Percent
Area of
Total
Pavement
Area of
Pavement
(sf)
Percent
Centerline
Mileage of
Network
Centerline
Mileage of
Network
Very Good 86-100 MPAH 13.9% 1,312,316 44.8% 4.0
Local 27.7% 2,610,163 14.7
Good 75-85 MPAH 10.8% 1,016,520 24.2% 2.7
Local 14.9% 1,406,036 7.4
Fair 60-74 MPAH 14.7% 1,390,623 22.0% 4.0
Local 10.6% 1,005,928 5.2
Poor 41-59 MPAH 3.0% 286,808 7.1% 1.5
Local 2.9% 270,868 1.5
Very Poor 0-40 MPAH 1.3% 118,742 1.9% 0.7
Local 0.2% 16,280 0.1
Pavement Management Plan Agency Submittal
Page | 8
X. Reduction in M2 Local Match
A local agency match reduction of 10% of the eligible cost for projects submitted for consideration of funding
through the M2 Comprehensive Transportation Funding Programs (CTFP) call for projects is available if the
local agency either:
a. Shows measurable improvement of paved road conditions during the previous reporting period
defined as an overall weighted (by area) average system improvement of one Pavement Condition
Index (PCI) point with no reduction in the overall weighted (by area) average PCI in the Master Plan of
Arterial Highways (MPAH) or local street categories;
or
b. Have road pavement conditions during the previous reporting period, within the highest 20% of the
scale for road pavement conditions in conformance with OCTA Ordinance No. 3, defined as a PCI of 75
or higher, otherwise defined as in “good condition”.
The City of Seal Beach has met the criteria above by having an average weighted PCI of 80. This means the City
continues to remain eligible for M2 funding.
Pavement Management Plan Agency Submittal
Page | 9
XI. Appendix A – Seven-Year Road Maintenance and Rehabilitation Plan
Based on Current or Expected Funding Level
The seven-year plan for road maintenance and rehabilitation should be based on current and projected
budget. Street sections selected for treatment should be identified here. Specific data to be submitted should
follow the format below:
MPAH
Limits of Work
Street Name From To Length of
Segment
Width of
Segment
Pavement
Area
Type of
Treatment
Cost of
Treatment
Year of
Treatment
LOCAL
Limits of Work
Street Name From To Length of
Segment
Width of
Segment
Pavement
Area
Type of
Treatment
Cost of
Treatment
Year of
Treatment
Please attach the seven-year road maintenance and rehabilitation plan, following the above template, after
this sheet. The plan should be labeled Appendix A.
Appendix ASeven‐Year Road Maintenance and Rehabilitation Plan Based on City's Current FundingMPAHSorted by Year of TreatmentStreet Name From ToLength of SegmentWidth of SegmentPavement AreaType of Treatment Cost of Treatment Year of TreatmentSEAL BEACH BL FWY 405 NORTH (OLD RANCH PKY) LAMPSON AV 833 89 74,1372" Grind and Cap 168,456$ FY 2020/21LAMPSON AV OLD RANCH PLAZA SEAL BEACH BLVD 746 56 41,776 2" Grind and Cap 173,683$ FY 2021/22SEAL BEACH BL PLYMOUTH DR ST. CLOUD DR 1,491 38 57,404 2" Grind and Cap 190,167$ FY 2021/22SEAL BEACH BL ELECTRIC AV PCH 1,510 40 60,400 2" Grind and Cap 132,271$ FY 2022/23SEAL BEACH BL ST. CLOUD DR PLYMOUTH DR 1,491 38 57,404 2" Grind and Cap 168,099$ FY 2022/23ELECTRIC AV SB 6TH ST MAIN ST 91025 22,750 2" Grind and Cap 52,509$ FY 2023/24SEAL BEACH BL PLYMOUTH DR CITY LIMIT 1,040 48 50,440 2" Grind and Cap218,948$ FY 2023/24OLD RANCH PARKWAY SEAL BEACH BL200' W/ SEAL BEACH BL 200 48 9,600 2" Grind and Cap 71,700$ FY 2024/25SEAL BEACH BL ADOLFO LOPEZ DR APOLLO DR 579 98 56,742 2" Grind and Cap 169,128$ FY 2024/25SEAL BEACH BL CITY LIMIT PLYMOUTH DR 1,040 48 50,440 2" Grind and Cap251,513$ FY 2025/261ST ST OCEAN AV MARINA DR 887 40 35,480 2" Grind and Cap 140,000$ FY 2026/271ST ST PCH MARINA DR 2,172 22 47,784 2" Grind and Cap 249,438$ FY 2026/27LAMPSON AV BASSWOOD ST 735' W/O BASSWOOD ST 735 56 41,160 2" Grind and Cap 110,298$ FY 2026/27MPAHLimits of Work1 of 1
Appendix ASeven‐Year Road Maintenance and Rehabilitation Plan Based on City's Current FundingLocalSorted by Year of TreatmentStreet Name From ToLength of SegmentWidth of SegmentPavement AreaType of Treatment Cost of Treatment Year of Treatment14TH ST SEAL WY OCEAN AV 210 25 5,250 2" Grind and Cap 19,658$ FY 2020/21BANYAN AV CAMELIA ST COLUMBINE ST 600 33 19,800 2" Grind and Cap 74,139$ FY 2020/21CANDLEBERRY AV FUCHSIA ST ASTER AV 1,730 36 62,280 2" Grind and Cap 173,654$ FY 2020/21DOGWOOD AV DAISY ST IRONWOOD AV 1,470 33 48,510 2" Grind and Cap 122,840$ FY 2020/21TULIP ST IRONWOOD AV LAMPSON AV 70 36 2,520 2" Grind and Cap 5,383$ FY 2020/2110TH ST ELECTRIC AV PCH 660 40 26,400 Slurry Seal with Digouts 26,400$ FY 2020/2113TH ST OCEAN AV ELECTRIC AV 710 40 28,400 Slurry Seal with Digouts 28,400$ FY 2020/2114TH ST OCEAN AV ELECTRIC AV 660 40 26,400 Slurry Seal with Digouts 26,400$ FY 2020/213RD ST OCEAN AV CENTRAL AV 760 40 30,400 Slurry Seal with Digouts 30,400$ FY 2020/215TH ST MARINA DR PCH 660 60 39,600 Slurry Seal with Digouts 39,600$ FY 2020/218TH ST OCEAN AV ELECTRIC AV 1,150 40 46,000 Slurry Seal with Digouts 46,000$ FY 2020/21ASTER ST ALMOND AV BIRCHWOOD AV 1,239 37 45,843 Slurry Seal with Digouts 45,843$ FY 2020/21ASTER ST BIRCHWOOD AV CANDLEBERRY AV 206 37 7,622 Slurry Seal with Digouts 7,622$ FY 2020/2112TH ST SEAL WY OCEAN AV 210 24 5,040 2" Grind and Cap 21,335$ FY 2021/22CLOVER CR ALMOND AV CDS 130 33 4,290 2" Grind and Cap 21,503$ FY 2021/22DAISY CR FIR AV CDS 230 33 7,590 2" Grind and Cap 36,957$ FY 2021/22HEATHER ST HAZELNUT AV LAMPSON AV 490 37 18,130 2" Grind and Cap 54,533$ FY 2021/22NORTH GATE RD 760' W/O SEAL BEACH BL W/END 3,300 25 82,500 2" Grind and Cap 230,815$ FY 2021/22PRINCETON CR HARVARD LN CDS 230 30 6,900 2" Grind and Cap 38,142$ FY 2021/22BEACHCOMBER DR BOLSA AV SEA BREEZE DR 1,160 33 38,280 Slurry Seal with Digouts 41,119$ FY 2021/22COLLEGE PARK DR (S) HARVARD LN CITY LIMIT 940 44 41,360 Slurry Seal with Digouts 29,872$ FY 2021/22DAHLIA DR ALMOND AV CDS 230 33 7,590 Slurry Seal with Digouts 9,496$ FY 2021/22ELDER AV OLEANDER ST HEATHER ST 1,130 36 40,680 Slurry Seal with Digouts 43,697$ FY 2021/22FATHOM AV SILVER SHOALS AV BALBOA DR 810 33 26,730 Slurry Seal with Digouts 28,712$ FY 2021/22FIR CR FIR AV CDS 130 60 7,800 Slurry Seal with Digouts 9,560$ FY 2021/22NEPTUNE AV SEAL WY OCEAN AV 210 24 5,040 Slurry Seal with Digouts 5,414$ FY 2021/22PANSY ST FIR AV GUAVA AV 160 33 5,280 Slurry Seal with Digouts 5,672$ FY 2021/22SOUTH SHORE DR BOLSA AV TAPER DR 1,060 33 34,980 Slurry Seal with Digouts 37,574$ FY 2021/22WISTERIA ST DOGWOOD AV CDS 1,040 33 34,320 Slurry Seal with Digouts 38,208$ FY 2021/2212TH ST ELECTRIC AV PCH 860 37 31,820 2" Grind and Cap 98,853$ FY 2022/23COLUMBINE ST ALMOND AV BANYAN AV 210 33 6,930 2" Grind and Cap 15,647$ FY 2022/23ELDER AV HEATHER ST FUCHSIA ST 520 36 18,720 2" Grind and Cap 63,797$ FY 2022/23HEATHER ST ELDER AV HAZELNUT AV790 37 29,230 2" Grind and Cap 127,897$ FY 2022/23NORTH GATE RD SEAL BEACH BL 760' W/O SEAL BEACH BL 760 42 31,920 2" Grind and Cap 93,745$ FY 2022/23CENTRAL AV MAIN ST 12TH ST 860 40 34,400 Slurry Seal with Digouts 27,697$ FY 2022/23ELDER AV VIOLET ST PRIMROSE ST 1,380 33 45,540 Slurry Seal with Digouts 36,667$ FY 2022/23HARVARD LN OCCIDENTAL LN (N) COLLEGE PARK DR 1,289 37 47,693 Slurry Seal with Digouts 98,607$ FY 2022/23IRONWOOD AV ELDER AV HEATHER ST 1,967 33 64,911 Slurry Seal with Digouts 52,263$ FY 2022/23TAPER DR BOLSA AV CATALINA AV 1,110 33 36,630 Slurry Seal with Digouts 29,493$ FY 2022/23LocalLimits of Work1 of 3
Appendix ASeven‐Year Road Maintenance and Rehabilitation Plan Based on City's Current FundingLocalSorted by Year of TreatmentStreet Name From ToLength of SegmentWidth of SegmentPavement AreaType of Treatment Cost of Treatment Year of TreatmentLocalLimits of WorkYALE CR END YALE LN 130 48 6,240 Slurry Seal with Digouts 5,024$ FY 2022/2310TH ST SEAL WY OCEAN AV 210 25 5,250 2" Grind and Cap 25,946$ FY 2023/2411TH ST SEAL WY OCEAN AV 210 25 5,250 2" Grind and Cap 24,661$ FY 2023/24BAYOU WY BAYSIDE DR HARBOR WY 630 33 20,790 2" Grind and Cap 49,893$ FY 2023/24OCEAN AV 13TH ST MAIN ST 1,265 51 64,515 2" Grind and Cap 294,832$ FY 2023/2411TH ST OCEAN AV ELECTRIC AV 965 40 38,600 Slurry Seal with Digouts 39,790$ FY 2023/2415TH ST ELECTRIC AV PCH 1,110 21 23,310 Slurry Seal with Digouts 25,764$ FY 2023/24BASSWOOD ST ASTER ST LAMPSON AV 410 36 14,760 Slurry Seal with Digouts 16,314$ FY 2023/24CAMELIA ST ALMOND AV BANYAN AV 590 33 19,470 Slurry Seal with Digouts21,520$ FY 2023/24COLLEGE PARK DR (N) HARVARD LN (N) YALE LN 940 37 34,780 Slurry Seal with Digouts 38,442$ FY 2023/24SEA BREEZE DR BOLSA AV CATALINA AV 1,160 33 38,280 Slurry Seal with Digouts 42,310$ FY 2023/24STANFORD LN COLLEGE PARK DR COLLEGE PARK DR 1,860 32 59,520 Slurry Seal with Digouts 65,787$ FY 2023/2410TH ST OCEAN AV ELECTRIC AV 950 40 38,000 2" Grind and Cap 93,760$ FY 2024/255TH ST OCEAN AV MARINA DR 1,400 40 56,000 2" Grind and Cap 149,771$ FY 2024/25FIR AV GOLDENROD ST IRONWOOD AV 1,460 33 48,180 2" Grind and Cap 139,052$ FY 2024/25FUCHSIA CR FIR AV CDS 330 33 10,890 2" Grind and Cap 28,205$ FY 2024/2513TH ST ELECTRIC AV PCH 1,013 21 21,273 Slurry Seal with Digouts 17,547$ FY 2024/25CATALINA AV CDS SEA BREEZE DR 1,330 37 49,210 Slurry Seal with Digouts 43,309$ FY 2024/25MARVISTA AV CATALINA AV COASTLINE DR 1,610 33 53,130 Slurry Seal with Digouts 46,243$ FY 2024/25OCEAN AV 5TH ST 1ST ST 1,240 52 64,480 Slurry Seal with Digouts 112,695$ FY 2024/25SANDPIPER DR BOLSA AV TAPER DR 1,110 33 36,630 Slurry Seal with Digouts 31,882$ FY 2024/25CANDLEBERRY AV MARIGOLD ST FUCHSIA ST 1,560 37 57,720 2" Grind and Cap 180,684$ FY 2025/26DOGWOOD AV MARIGOLD ST FUCHSIA ST 1,520 33 50,160 2" Grind and Cap 153,762$ FY 2025/26ROSSMOOR CENTER WY WEST RD MONTECITO RD 364 28 10,192 2" Grind and Cap 54,424$ FY 2025/26PURDUE CR COLLEGE PARK DR CDS 68 27 1,836 2" Grind and Cap with Digouts 20,928$ FY 2025/2614TH ST ELECTRIC AV PCH 1,010 21 21,210 Slurry Seal with Digouts 24,363$ FY 2025/26CENTRAL AV 6TH ST MAIN ST 950 40 38,000 Slurry Seal with Digouts 99,244$ FY 2025/26CENTRAL AV 2ND ST 6TH ST 1,265 40 50,600 Slurry Seal with Digouts 99,244$ FY 2025/26DARTMOUTH CR HARVARD LN CDS 180 34 6,120 Slurry Seal with Digouts 9,327$ FY 2025/26IRONWOOD AV WISTERIA ST TULIP ST 322 37 11,914 Slurry Seal with Digouts 13,685$ FY 2025/26SEAL WY 10TH ST 11TH ST 290 15 4,350 Slurry Seal with Digouts 4,997$ FY 2025/266TH ST OCEAN AV ELECTRIC AV 1,300 40 52,000 2" Grind and Cap 126,927$ FY 2026/27DRIFTWOOD AV BALBOA DR COASTLINE DR 1,460 33 48,180 2" Grind and Cap 123,125$ FY 2026/27ELDER AV FUCHSIA ST IRONWOOD AV 1,500 36 54,000 2" Grind and Cap 137,999$ FY 2026/2717TH ST ELECTRIC AV PCH 1,260 21 26,460 Slurry Seal with Digouts 23,697$ FY 2026/277TH ST OCEAN AV ELECTRIC AV 1,280 40 51,200 Slurry Seal with Digouts 45,854$ FY 2026/27CENTRAL AV 1ST ST 2ND ST 260 20 5,200 Slurry Seal with Digouts 4,657$ FY 2026/27GOLDENROD ST ELDER AV CDS 610 33 20,130 Slurry Seal with Digouts 19,148$ FY 2026/27GUAVA AV IRONWOOD AV CDS 530 33 17,490 Slurry Seal with Digouts 16,783$ FY 2026/272 of 3
Appendix ASeven‐Year Road Maintenance and Rehabilitation Plan Based on City's Current FundingLocalSorted by Year of TreatmentStreet Name From ToLength of SegmentWidth of SegmentPavement AreaType of Treatment Cost of Treatment Year of TreatmentLocalLimits of WorkIRONWOOD AV CANDLEBERRY AV ELDER AV 524 33 17,292 Slurry Seal with Digouts 15,487$ FY 2026/27OCEAN AV ELECTRIC AV 13TH ST 1,300 51 66,300 Slurry Seal with Digouts111,448$ FY 2026/27SEAL WY ELECTRIC AV NEPTUNE AV 505 13 6,565 Slurry Seal with Digouts 14,437$ FY 2026/273 of 3
Pavement Management Plan Agency Submittal
Page | 10
XII. Appendix B – Complete Street Listing Current Conditions
A complete street listing of current pavement conditions should be included in this report. Specific data to be
submitted should follow the format below:
MPAH
Street Name From To Width of Segment Area Current PCI Most Recent
Inspection Date
LOCAL
Street Name From To Width of Segment Area Current PCI Most Recent
Inspection Date
Please attach the complete street listing, following the above template, after this sheet. The pages should be
labeled Appendix B.
Appendix BMPAH Street Listing ‐ Current ConditionsSorted by Street NameStreet Name From ToWidth of SegmentArea Current PCIMost Recent Inspection Date1ST ST OCEAN AV MARINA DR 40 35,480 80 1/15/20201ST ST PCH 597' NE/PCH 24 14,328 35 3/24/20201ST ST MARINA DR PCH 23 49,956 44 3/24/20201ST ST PCH MARINA DR 22 47,784 58 1/15/2020BOLSA AV SEAL BEACH BL BALBOA DR 37 73,445 70 1/15/2020BOLSA AV BALBOA DR PCH 37 36,741 100 4/20/2020ELECTRIC AV NB MAIN ST 6TH ST 27 25,920 30 1/15/2020ELECTRIC AV NB SEAL BEACH BL 14TH ST 27 22,140 89 1/15/2020ELECTRIC AV NB 14TH ST MAIN ST 27 42,930 91 1/15/2020ELECTRIC AV SB 6TH ST MAIN ST 25 22,750 67 1/15/2020ELECTRIC AV SB SEAL BEACH BL 14TH ST 25 18,875 93 3/24/2020ELECTRIC AV SB 14TH ST MAIN ST 25 40,125 35 1/15/2020LAMPSON AV HEATHER ST CANDLEBERRY AV 60 157,800 78 1/8/2020LAMPSON AV CANDLEBERY AV BASSWOOD ST 56 71,064 76 1/8/2020LAMPSON AV BASSWOOD ST 735' W/O BASSWOOD ST 56 41,160 74 1/8/2020LAMPSON AV 735' W/O BASSWOOD ST OLD RANCH PLAZA 56 106,568 59 1/8/2020LAMPSON AV OLD RANCH PLAZA SEAL BEACH BLVD 56 41,776 62 3/24/2020LAMPSON AV CITY LIMIT ROSE ST 60 106,860 75 3/24/2020LAMPSON AV ROSE ST HEATHER ST 60 94,920 81 1/8/2020MARINA DR PCH 6TH ST 61 38,369 38 1/15/2020MARINA DR 6TH ST 1ST ST 50 82,500 58 1/15/2020MARINA DR 1ST ST CITY LIMIT 50 48,250 86 1/18/2020OLD RANCH PARKWAY SEAL BEACH BL 200' W/ SEAL BEACH BL 48 9,600 77 1/15/2020OLD RANCH PARKWAY 200' W/ SEAL BEACH 720' W/ SEAL BEACH 64 33,280 75 1/15/2020OLD RANCH PARKWAY 720' W/ SEAL BEACH 22 FWY 34 35,020 90 1/15/2020SEAL BEACH BL ELECTRIC AV PCH 40 60,400 69 1/9/2020SEAL BEACH BL PCH BOLSA AV 97 159,080 74 1/9/2020SEAL BEACH BL FWY 405 NORTH (OLD RANCH PKY) LAMPSON AV 89 74,137 66 1/9/2020SEAL BEACH BL LAMPSON AV ST. CLOUD DR 77 70,455 70 1/9/2020SEAL BEACH BL ST. CLOUD DR PLYMOUTH DR 38 57,404 70 3/24/2020SEAL BEACH BL PLYMOUTH DR ST. CLOUD DR 38 57,404 67 1/9/2020SEAL BEACH BL PLYMOUTH DR CITY LIMIT 48 50,440 70 3/24/2020SEAL BEACH BL CITY LIMIT PLYMOUTH DR 48 50,440 70 3/24/2020SEAL BEACH BL BOLSA AV HERON POINTE 99 204,138 67 1/9/2020SEAL BEACH BL HERON POINTE ADOLFO LOPEZ DR 99 123,552 83 1/9/2020SEAL BEACH BL ADOLFO LOPEZ DR APOLLO DR 98 56,742 75 1/9/2020SEAL BEACH BL APOLLO DR ROAD C 98 175,224 79 1/9/2020SEAL BEACH BL ROAD C WESTMINSTER BL 98 151,998 80 1/9/2020SEAL BEACH BL WESTMINSTER BL ST ANDREWS DR 95 95,950 69 3/24/2020SEAL BEACH BL ST ANDREWS DR (N) GOLDEN RAIN RD 95 186,580 68 1/9/2020SEAL BEACH BL (N) GOLDEN RAIN RD FWY 405 SOUTH (NORTH GATE ROAD) 95 145,065 69 3/24/2020MPAH1 of 2
Appendix BMPAH Street Listing ‐ Current ConditionsSorted by Street NameStreet Name From ToWidth of SegmentArea Current PCIMost Recent Inspection DateMPAHWESTMINSTER BL W/CITY LIMIT SEAL BEACH BL 79 344,440 100 1/10/2020WESTMINSTER BL BOLSA CHICA RD SEAL BEACH BL 72 763,920 90 3/24/20202 of 2
Appendix BLocal Street Listing ‐ Current ConditionsSorted by Street NameStreet Name From ToWidth of SegmentArea Current PCIMost Recent Inspection Date10TH ST ELECTRIC AV PCH 40 26,400 85 1/16/202010TH ST OCEAN AV ELECTRIC AV 40 38,000 71 1/16/202010TH ST SEAL WY OCEAN AV 25 5,250 57 1/16/202011TH ST ELECTRIC AV LANDING AV 37 7,770 97 1/16/202011TH ST SEAL WY OCEAN AV 25 5,250 57 1/16/202011TH ST OCEAN AV ELECTRIC AV 40 38,600 73 1/16/202012TH ST ELECTRIC AV PCH 37 31,820 69 1/16/202012TH ST OCEAN AV ELECTRIC AV 40 32,400 92 1/16/202012TH ST SEAL WY OCEAN AV 24 5,040 59 1/16/202013TH ST ELECTRIC AV PCH 21 21,273 92 1/16/202013TH ST OCEAN AV ELECTRIC AV 40 28,400 71 1/16/202013TH ST SEAL WY OCEAN AV 25 5,250 82 1/16/202014TH ST ELECTRIC AV PCH 21 21,210 93 1/16/202014TH ST OCEAN AV ELECTRIC AV 40 26,400 79 1/16/202014TH ST SEAL WY OCEAN AV 25 5,250 61 1/16/202015TH ST ELECTRIC AV PCH 21 23,310 90 3/24/202016TH ST ELECTRIC AV PCH 21 24,360 100 1/16/202017TH ST ELECTRIC AV PCH 21 26,460 97 1/16/20202ND ST OCEAN AV CENTRAL AV 40 34,400 91 1/16/20202ND ST CENTRAL AV MARINA DR 40 4,200 85 3/24/20203RD ST OCEAN AV CENTRAL AV 40 30,400 79 1/16/20204TH ST OCEAN AV MARINA DR 40 48,000 90 1/16/20205TH ST MARINA DR PCH 60 39,600 70 1/16/20205TH ST OCEAN AV MARINA DR 40 56,000 67 1/16/20206TH ST OCEAN AV ELECTRIC AV 40 52,000 79 1/10/20206TH ST (S) ELECTRIC AV MARINA DR 40 7,800 51 3/24/20207TH ST ELECTRIC AV MARINA DR 40 8,400 93 1/10/20207TH ST OCEAN AV ELECTRIC AV 40 51,200 91 1/15/20208TH ST ELECTRIC AV PCH 40 18,400 92 1/15/20208TH ST OCEAN AV ELECTRIC AV 40 46,000 85 1/15/2020ADOLFO LOPEZ DR END 425 E/SEAL BEACH BL 60 48,000 93 1/15/2020ADOLFO LOPEZ DR SEAL BEACH BL 425 W/SEAL BEACH BL 60 25,500 50 3/24/2020AGUA PL MARLIN AV CDS 27 5,940 92 1/15/2020ALMOND AV IRIS CR DAISY ST 36 35,100 90 1/10/2020ALMOND AV OLEANDER ST IRIS CR 36 40,320 94 1/10/2020ALMOND AV DAISY ST ASTER ST 36 70,200 89 1/10/2020ALMOND AV VIOLET ST ROSE CR 37 28,305 95 1/10/2020ALMOND AV ROSE CR OLEANDER ST 37 26,085 87 1/10/2020ASTER ST ALMOND AV BIRCHWOOD AV 37 45,843 80 1/10/2020ASTER ST BIRCHWOOD AV CANDLEBERRY AV 37 7,622 82 1/10/2020AVALON DR CATALINA AV END 33 14,190 93 1/14/2020Local1 of 5
Appendix BLocal Street Listing ‐ Current ConditionsSorted by Street NameStreet Name From ToWidth of SegmentArea Current PCIMost Recent Inspection DateLocalBALBOA DR BOLSA AV CATALINA AV 37 39,220 96 1/14/2020BALBOA DR PCH BOLSA AV 37 24,420 94 1/14/2020BANYAN AV CAMELIA ST COLUMBINE ST 33 19,800 61 1/13/2020BASSWOOD ST ASTER ST LAMPSON AV 36 14,760 89 1/13/2020BAYOU WY BAYSIDE DR HARBOR WY 33 20,790 72 3/24/2020BAYSIDE DR BOLSA AV CRESTVIEW AV 33 46,530 93 1/14/2020BEACHCOMBER DR BOLSA AV SEA BREEZE DR 33 38,280 86 1/14/2020BERYL COVE WY EMERALD COVE WY MARLIN AV 33 11,880 93 1/14/2020BIRCHWOOD AV OLEANDER ST DAISY ST 33 64,350 98 4/20/2020BIRCHWOOD AV DAISY ST ASTER ST 33 54,450 87 1/8/2020BLUEBELL ST ALMOND AV BIRCHWOOD AV 33 23,430 55 1/13/2020CAMELIA ST ALMOND AV BANYAN AV 33 19,470 85 4/20/2020CANDLEBERRY AV ASTER ST LAMPSON AV 36 13,140 97 4/20/2020CANDLEBERRY AV FUCHSIA ST ASTER AV 36 62,280 58 4/20/2020CANDLEBERRY AV MARIGOLD ST FUCHSIA ST 37 57,720 83 4/20/2020CANDLEBERRY AV WISTERIA ST OLEANDER ST 33 54,780 78 1/13/2020CARAVEL WY MARINA DR CORSAIR WY 37 13,320 95 1/20/2020CARMEL AV SURF PL COASTLINE DR 37 13,320 95 1/14/2020CARNATION CR ALMOND AV CDS 33 7,590 93 1/13/2020CATALINA AV CDS SEA BREEZE DR 37 49,210 76 1/14/2020CATALINA AV BALBOA DR COASTLINE DR 37 70,670 83 1/14/2020CATALINA AV SEA BREEZE DR BALBOA DR 37 42,920 95 1/14/2020CENTRAL AV 6TH ST MAIN ST 40 38,000 90 1/15/2020CENTRAL AV MAIN ST 12TH ST 40 34,400 87 1/15/2020CENTRAL AV 1ST ST 2ND ST 20 5,200 91 1/15/2020CENTRAL AV 2ND ST 6TH ST 40 50,600 90 1/15/2020CENTRAL WY 2ND ST 1ST ST 40 10,400 78 1/16/2020CENTRAL WY 4TH ST 2ND ST 38 21,280 89 1/16/2020CENTRAL WY 5TH ST 4TH ST 38 9,880 87 1/16/2020CLIPPER WY CARAVEL WY ELECTRIC AV 33 30,030 94 1/20/2020CLOVER CR ALMOND AV CDS 33 4,290 63 4/20/2020COASTLINE DR BALBOA DR MARVISTA DR 33 61,050 81 1/14/2020COASTLINE DR CARMEL AV CDS 27 12,960 95 1/14/2020COASTLINE DR MARVISTA DR CARMEL DR 33 15,015 81 3/24/2020COLLEGE PARK DR (N) YALE LN (S) HARVARD LN 37 64,417 87 4/20/2020COLLEGE PARK DR (S) HARVARD LN CITY LIMIT 44 41,360 72 3/24/2020COLLEGE PARK DR (N) HARVARD LN (N) YALE LN 37 34,780 77 4/20/2020COLUMBINE ST ALMOND AV BANYAN AV 33 6,930 69 4/20/2020CORAL PL CDS BAYSIDE DR 27 6,210 93 1/14/2020CORSAIR WY CARAVEL WY SCHOONER WY 33 33,660 93 1/20/2020CREST DR CATALINA AV CRESTVIEW AV 33 6,930 93 1/14/20202 of 5
Appendix BLocal Street Listing ‐ Current ConditionsSorted by Street NameStreet Name From ToWidth of SegmentArea Current PCIMost Recent Inspection DateLocalCRESTVIEW AV BAYSIDE DR CREST DR 33 37,290 92 1/14/2020CRESTVIEW AV CREST DR AVALON DR 33 30,525 86 1/14/2020CRESTVIEW AV CATALINA AV BAYSIDE DR 33 37,290 94 1/14/2020CRYSTAL COVE WY MARBLE COVE WY OPAL COVE WY 33 17,160 93 1/15/2020CRYSTAL PL CRYSTAL COVE WY CDS 27 6,480 93 1/15/2020DAFFODIL CR ALMOND AV CDS 33 7,590 82 1/13/2020DAHLIA DR ALMOND AV CDS 33 7,590 81 4/20/2020DAISY CR FIR AV CDS 33 7,590 60 1/13/2020DAISY ST ALMOND AV BIRCHWOOD AV 33 13,530 100 4/20/2020DAISY ST CANDLEBERRY AV DOGWOOD AV 33 6,930 48 1/13/2020DARTMOUTH CR HARVARD LN CDS 34 6,120 75 3/24/2020DOGWOOD AV DAISY ST IRONWOOD AV 33 48,510 64 1/13/2020DOGWOOD AV MARIGOLD ST FUCHSIA ST 33 50,160 67 1/13/2020DOGWOOD AV WISTERIA ST OLEANDER ST 33 56,430 100 1/13/2020DOLPHIN AV SEAL WY OCEAN AV 24 5,424 80 1/16/2020DOLPHIN AV OCEAN AV ELECTRIC AV 24 13,968 82 1/16/2020DORY WY GALLEON WY SCHOONER WY 28 10,080 77 1/20/2020DRIFTWOOD AV BALBOA DR COASTLINE DR 33 48,180 77 1/14/2020EBBTIDE PL COASTLINE PL CDS 27 6,210 94 1/14/2020ELDER AV HEATHER ST FUCHSIA ST 36 18,720 66 4/20/2020ELDER AV OLEANDER ST HEATHER ST 36 40,680 78 4/20/2020ELDER AV VIOLET ST PRIMROSE ST 33 45,540 74 1/13/2020ELDER AV FUCHSIA ST IRONWOOD AV 36 54,000 80 1/8/2020ELECTRIC AV SEAL BEACH BL END 34 6,460 89 1/20/2020ELECTRIC AV 5TH ST CORSAIR WY 37 18,870 97 1/20/2020ELECTRIC AV CORSAIR WY CDS 33 12,540 77 1/20/2020EMERALD COVE WY BERYL COVE WY JADE COVE WY 33 19,140 95 1/14/2020EMERALD PL EMERALD COVE WY CDS 27 6,210 96 1/14/2020FATHOM AV SILVER SHOALS AV BALBOA DR 33 26,730 70 3/24/2020FERN CR ALMOND AV CDS 33 7,590 94 1/13/2020FIR AV GOLDENROD ST IRONWOOD AV 33 48,180 80 4/20/2020FIR AV ROSE ST HEATHER ST 33 41,580 100 4/20/2020FIR AV SUNFLOWER ST ROSE ST 33 10,890 48 4/20/2020FIR AV WISTERIA ST SUNFLOWER ST 33 40,260 54 1/10/2020FIR CR FIR AV CDS 60 7,800 80 4/20/2020FUCHSIA CR FIR AV CDS 33 10,890 81 4/20/2020FUCHSIA ST BIRCHWOOD AV ELDER AV 33 21,120 93 4/20/2020GALLEON WY ELECTRIC AV DORY WY 33 32,010 81 1/20/2020GOLDENROD CR ALMOND AV CDS 33 7,590 99 4/20/2020GOLDENROD ST ELDER AV CDS 33 20,130 88 4/20/2020GUAVA AV IRONWOOD AV CDS 33 17,490 92 4/20/20203 of 5
Appendix BLocal Street Listing ‐ Current ConditionsSorted by Street NameStreet Name From ToWidth of SegmentArea Current PCIMost Recent Inspection DateLocalGUAVA AV PANSY ST HEATHER ST 33 44,880 44 1/10/2020HARBOR WY BAYSIDE DR BAYOU WY 33 25,080 95 1/14/2020HARVARD LN COLLEGE PARK DR OCCIDENTAL LN 37 39,331 78 1/20/2020HARVARD LN OCCIDENTAL LN (N) COLLEGE PARK DR 37 47,693 74 1/20/2020HARVARD LN (N) COLLEGE PARK DR CDS 37 36,704 91 1/20/2020HAZELNUT AV GUAVA AV HEATHER ST 33 39,930 95 1/10/2020HAZELNUT AV HEATHER ST ROSE ST 33 53,130 63 4/20/2020HAZELNUT AV WISTERIA ST SUNFLOWER ST 33 43,230 100 1/10/2020HEATHER CR ALMOND AV CDS 33 7,590 97 4/20/2020HEATHER ST HAZELNUT AV LAMPSON AV 37 18,130 73 4/20/2020HEATHER ST ELDER AV HAZELNUT AV 37 29,230 60 1/8/2020IRIS CR ALMOND AV CDS 33 7,590 81 1/13/2020IRIS ST HAZELNUT AV IRONWOOD AV 32 7,232 97 1/10/2020IRONWOOD AV CANDLEBERRY AV ELDER AV 33 17,292 91 1/13/2020IRONWOOD AV ELDER AV HEATHER ST 33 64,911 88 1/13/2020IRONWOOD AV ROSE ST IRIS ST 33 46,860 99 1/10/2020IRONWOOD AV WISTERIA ST TULIP ST 37 11,914 91 3/24/2020IRONWOOD AV TULIP ST SUNFLOWER ST 37 37,740 100 1/10/2020ISLAND VIEW DR BOLSA AV SEA BREEZE DR 33 36,630 85 1/14/2020JADE COVE WY EMERALD COVE WY MARLIN AV 33 11,880 87 1/14/2020JASMIN CR ALMOND AV CDS 33 7,590 100 4/20/2020LAGUNA PL MARLIN AV CDS 27 10,260 95 1/14/2020LANDING AV 12TH ST 11TH ST 42 10,920 100 1/16/2020LANDING AV SEAL BEACH BL 12TH ST 21 25,410 75 3/24/2020LOYOLA PLAZA COLLEGE PARK DR END 25 8,250 77 1/20/2020MAIN ST ELECTRIC AV PCH 55 37,950 100 4/20/2020MAIN ST OCEAN AV ELECTRIC AVE 57 67,830 79 1/16/2020MARBLE COVE WY CRYSTAL COVE WY MARLIN AV 33 11,880 95 1/14/2020MARIGOLD ST BIRCHWOOD AV CANDLEBERRY AV 33 5,280 100 1/8/2020MARIGOLD ST CANDLEBERRY AV DOGWOOD AV 33 5,280 84 1/8/2020MARINE AV ELECTRIC AV DOLPHIN AV 24 7,680 78 3/24/2020MARLIN AV SEAL BEACH BL BALBOA DR 37 59,570 93 1/14/2020MARVISTA AV CATALINA AV COASTLINE DR 33 53,130 86 1/14/2020MARVISTA AV COASTLINE DR PCH 36 4,428 79 1/14/2020NEPTUNE AV SEAL WY OCEAN AV 24 5,040 71 1/16/2020NORTH GATE RD SEAL BEACH BL 760' W/O SEAL BEACH BL 42 31,920 70 3/24/2020NORTH GATE RD 760' W/O SEAL BEACH BL W/END 25 82,500 68 1/20/2020OCCIDENTAL DR STANFORD LN HARVARD LN 33 5,280 93 1/20/2020OCEAN AV 13TH ST MAIN ST 51 64,515 72 1/16/2020OCEAN AV MAIN ST 5TH ST 52 64,740 73 1/16/2020OCEAN AV ELECTRIC AV 13TH ST 51 66,300 79 1/16/20204 of 5
Appendix BLocal Street Listing ‐ Current ConditionsSorted by Street NameStreet Name From ToWidth of SegmentArea Current PCIMost Recent Inspection DateLocalOCEAN AV 5TH ST 1ST ST 52 64,480 78 1/16/2020OLEANDER ST ALMOND AV FIR AV 36 47,520 100 4/20/2020OPAL COVE WY CRYSTAL COVE WY MARLIN AV 33 11,880 93 1/14/2020PANSY CR ALMOND AV CDS 33 14,190 93 1/13/2020PANSY ST FIR AV GUAVA AV 33 5,280 69 3/24/2020PRIMROSE CR ALMOND AV CDS 33 14,190 93 1/13/2020PRIMROSE ST DOGWOOD AV ELDER AV 33 6,930 92 1/13/2020PRINCETON CR HARVARD LN CDS 30 6,900 58 1/20/2020PURDUE CR COLLEGE PARK DR CDS 27 1,836 51 3/24/2020RIVIERA DR MARLIN AV BOLSA AV 31 17,360 96 1/14/2020ROSE CR ALMOND AV CDS 33 14,190 93 1/13/2020ROSE ST FIR AV HAZELNUT AV 37 14,430 47 1/10/2020ROSE ST HAZELNUT AV LAMPSON AV 37 16,280 40 3/24/2020ROSSMOOR CENTER WY SEAL BEACH BL WEST RD 30 25,920 60 1/20/2020ROSSMOOR CENTER WY WEST RD MONTECITO RD 28 10,192 53 1/20/2020SANDPIPER DR BOLSA AV TAPER DR 33 36,630 91 1/14/2020SCHOONER WY GALLEON WY DORY WY 33 21,780 78 1/20/2020SEA BREEZE DR BOLSA AV CATALINA AV 33 38,280 88 1/14/2020SEAL WY 10TH ST 11TH ST 15 4,350 74 1/16/2020SEAL WY DOLPHIN AV 14TH ST 13 3,510 88 1/16/2020SEAL WY 12TH ST 11TH ST 12 3,600 92 1/16/2020SEAL WY 13TH ST 12TH ST 12 3,540 92 1/16/2020SEAL WY 14TH ST 13TH ST 12 3,540 91 1/16/2020SEAL WY NEPTUNE AV DOLPHIN AV 13 5,005 86 1/16/2020SEAL WY ELECTRIC AV NEPTUNE AV 13 6,565 76 1/16/2020SILVER SHOALS AV BOLSA AV FATHOM AV 33 9,900 95 1/14/2020SOUTH SHORE DR BOLSA AV TAPER DR 33 34,980 87 1/14/2020STANFORD LN COLLEGE PARK DR COLLEGE PARK DR 32 59,520 75 1/21/2020SUNFLOWER CR ALMOND AV CDS 33 14,190 82 1/13/2020SUNFLOWER ST FIR AV IRONWOOD AV 37 20,720 100 1/10/2020SURF PL CATALINA AV CDS 33 15,840 92 1/14/2020TAPER DR BOLSA AV CATALINA AV 33 36,630 88 1/14/2020TEABERRY CR ALMOND AV CDS 33 14,190 80 1/13/2020TULIP ST IRONWOOD AV LAMPSON AV 36 2,520 62 4/20/2020VIOLET ST ALMOND AV CANDLEBERRY AV 33 21,780 90 1/13/2020VIOLET ST ELDER AV FIR AV 33 5,280 100 4/20/2020WISTERIA ST DOGWOOD AV IRONWOOD AV 37 36,630 63 1/10/2020WISTERIA ST DOGWOOD AV CDS 33 34,320 79 4/20/2020YALE CR END YALE LN 48 6,240 73 3/24/2020YALE LN (N) COLLEGE PARK DR (S) COLLEGE PARK DR 33 38,280 88 1/20/20205 of 5
Pavement Management Plan Agency Submittal
Page | 11
XIII. Appendix C – Quality Assurance/Quality Control Plan
Introduction
When performing data collection in any field, the need for quality control is paramount as it is essential for
accurate planning, analysis and design. This is particularly true for collecting pavement distress data for a
pavement management system.
The Quality Assurance/Quality Control (QA/QC) Plan establishes minimum quality standards for performance
and procedures for updates of the pavement management system.
If applicable, utilize the space below to include information on the agency’s QA/QC policies:
Appendix 3
OCTA Pavement Management Plan
Agency Submittal
City of Seal Beach
Pavement
Management Plan
Prepared by NCE
Date: June 30, 2020
City of Seal Beach
Pavement
Management Plan
Prepared by: NCE
Submitted to OCTA 6-30-2020
Pavement Management Plan Agency Submittal
Page | 1
Agency Submittal Table of Contents
I. Pavement Management Plan Certification ..................................................................................................... 2
II. Executive Summary ......................................................................................................................................... 3
III. Background (Optional) .................................................................................................................................... 3
IV. Current Pavement Conditions (PCI) ................................................................................................................ 4
V. Projected Pavement Conditions (PCI) ............................................................................................................. 4
VI. Alternative Funding Levels .............................................................................................................................. 5
Maintain Existing Average Network PCI .............................................................................................................. 5
Improve Average Network PCI ............................................................................................................................ 5
VII. Current and Projected Backlog by Year of Pavement Maintenance Needs .................................................... 6
VIII. Centerline Mileage .......................................................................................................................................... 6
IX. Percentage of Network in Each of Five Condition Categories Based on Centerline Miles ............................. 7
X. Reduction in M2 Local Match ......................................................................................................................... 8
XI. Appendix A – Seven-Year Road Maintenance and Rehabilitation Plan Based on Current or Expected
Funding Level .......................................................................................................................................................... 9
XII. Appendix B – Complete Street Listing Current Conditions ........................................................................... 10
XIII. Appendix C – Quality Assurance/Quality Control Plan ................................................................................. 11
Introduction ...................................................................................................................................................... 11
XIV. Appendix D – Pavement Management Data Files ......................................................................................... 12
XV. Appendix E – GIS Maps – Current Conditions (Optional) .............................................................................. 12
Pavement Management Plan Agency Submittal
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II. Executive Summary
The City of Seal Beach (City) selected NCE to perform an update of the City’s Pavement Management Program
(PMP). The goal of this project is to update the PMP with current pavement conditions and to perform funding
analyses to help inform and educate policy makers as well as to comply with the Orange County
Transportation Authority’s (OCTA) Measure M2 Program.
The 2020 PMP update includes an assessment of the entire street network via walking inspection method. The
assessment was completed between January and April of 2020 and results show that the City’s overall
weighted PCI for the pavement network is 80, which is in the “Good” category. As a result, the City remains
eligible for M2 funds and will receive the 10 percent reduction.
After the database was updated with maintenance activities that had occurred since 2018 and pavement
treatment policies were reviewed, and unit costs were updated. Budget scenarios were run. The results show
that the City’s current funding level of $950,000 per year would drop the network PCI to 75 by the end of the
7-year analysis period. To maintain the network PCI at 80, the City would need $2 million each year in the next
7 years. Furthermore, it would take approximately $2.2 million per year to increase the network PCI to 81.
III. Background (Optional)
The City owns and maintains approximately 41.8 centerline miles of pavements, which includes 12.8 miles of
the Master Plan of Arterial Highways (MPAH) streets and 29 miles of local streets, representing a total
replacement cost of $123 million.
Pavement Management Plan Agency Submittal
Page | 4
IV. Current Pavement Conditions (PCI)
Current Network PCI Current MPAH PCI Current Local PCI
80 77 82
V. Projected Pavement Conditions (PCI)
Should be by projected PCI by year under existing or expected funding levels for next seven fiscal years
(“Today” is before June 30, 2020).
Fiscal Year Current Funding Entire Network
PCI MPAH Local
Today $575,000 80 77 82
2020-21 $950,000 80 76 82
2021-22 $950,000 79 74 82
2022-23 $950,000 79 73 82
2023-24 $950,000 78 71 82
2024-25 $950,000 77 69 81
2025-26 $950,000 76 67 81
2026-27 $950,000 75 66 81
Pavement Management Plan Agency Submittal
Page | 5
VI. Alternative Funding Levels
Maintain Existing Average Network PCI
Fiscal Year Maintain
Funding
Entire Network
PCI MPAH Local
Today $575,000 80 77 82
2020-21 $2.0 million 80 79 81
2021-22 $2.0 million 81 79 80
2022-23 $2.1 million 81 80 79
2023-24 $2.0 million 81 80 80
2024-25 $2.0 million 80 78 81
2025-26 $2.0 million 80 77 82
2026-27 $2.0 million 80 78 82
Improve Average Network PCI
Fiscal Year Improve Funding Entire Network
PCI MPAH Local
Today $575,000 80 77 82
2020-21 $2.3 million 80 79 81
2021-22 $2.3 million 81 80 80
2022-23 $2.3 million 81 81 80
2023-24 $2.3 million 82 80 82
2024-25 $2.1 million 81 79 83
2025-26 $2.2 million 81 79 83
2026-27 $2.1 million 81 80 82
Pavement Management Plan Agency Submittal
Page | 6
VII. Current and Projected Backlog by Year of Pavement Maintenance
Needs
Fiscal Year Current Funding
Backlog ($ million)
Maintain PCI Backlog
($ million)
Increase PCI Backlog
($ million)
Today 4.9 4.9 4.9
2020-21 3.8 2.8 2.5
2021-22 7.9 5.6 5.1
2022-23 10.9 5.9 5.0
2023-24 13.0 5.6 4.2
2024-25 14.5 5.1 3.6
2025-26 15.2 4.0 2.3
2026-27 17.0 4.4 2.4
VIII. Centerline Mileage
Entire Pavement Network MPAH Local Streets
41.8 12.8 29.0
Pavement Management Plan Agency Submittal
Page | 7
IX. Percentage of Network in Each of Five Condition Categories Based on
Centerline Miles
Condition
Category PCI Range Network
Percent
Area of
Total
Pavement
Area of
Pavement
(sf)
Percent
Centerline
Mileage of
Network
Centerline
Mileage of
Network
Very Good 86-100 MPAH 13.9% 1,312,316 44.8% 4.0
Local 27.7% 2,610,163 14.7
Good 75-85 MPAH 10.8% 1,016,520 24.2% 2.7
Local 14.9% 1,406,036 7.4
Fair 60-74 MPAH 14.7% 1,390,623 22.0% 4.0
Local 10.6% 1,005,928 5.2
Poor 41-59 MPAH 3.0% 286,808 7.1% 1.5
Local 2.9% 270,868 1.5
Very Poor 0-40 MPAH 1.3% 118,742 1.9% 0.7
Local 0.2% 16,280 0.1
Pavement Management Plan Agency Submittal
Page | 8
X. Reduction in M2 Local Match
A local agency match reduction of 10% of the eligible cost for projects submitted for consideration of funding
through the M2 Comprehensive Transportation Funding Programs (CTFP) call for projects is available if the
local agency either:
a. Shows measurable improvement of paved road conditions during the previous reporting period
defined as an overall weighted (by area) average system improvement of one Pavement Condition
Index (PCI) point with no reduction in the overall weighted (by area) average PCI in the Master Plan of
Arterial Highways (MPAH) or local street categories;
or
b. Have road pavement conditions during the previous reporting period, within the highest 20% of the
scale for road pavement conditions in conformance with OCTA Ordinance No. 3, defined as a PCI of 75
or higher, otherwise defined as in “good condition”.
The City of Seal Beach has met the criteria above by having an average weighted PCI of 80. This means the City
continues to remain eligible for M2 funding.
Pavement Management Plan Agency Submittal
Page | 9
XI. Appendix A – Seven-Year Road Maintenance and Rehabilitation Plan
Based on Current or Expected Funding Level
The seven-year plan for road maintenance and rehabilitation should be based on current and projected
budget. Street sections selected for treatment should be identified here. Specific data to be submitted should
follow the format below:
MPAH
Limits of Work
Street Name From To Length of
Segment
Width of
Segment
Pavement
Area
Type of
Treatment
Cost of
Treatment
Year of
Treatment
LOCAL
Limits of Work
Street Name From To Length of
Segment
Width of
Segment
Pavement
Area
Type of
Treatment
Cost of
Treatment
Year of
Treatment
Please attach the seven-year road maintenance and rehabilitation plan, following the above template, after
this sheet. The plan should be labeled Appendix A.
Appendix ASeven‐Year Road Maintenance and Rehabilitation Plan Based on City's Current FundingMPAHSorted by Year of TreatmentStreet Name From ToLength of SegmentWidth of SegmentPavement AreaType of Treatment Cost of Treatment Year of TreatmentSEAL BEACH BL FWY 405 NORTH (OLD RANCH PKY) LAMPSON AV 833 89 74,1372" Grind and Cap 168,456$ FY 2020/21LAMPSON AV OLD RANCH PLAZA SEAL BEACH BLVD 746 56 41,776 2" Grind and Cap 173,683$ FY 2021/22SEAL BEACH BL PLYMOUTH DR ST. CLOUD DR 1,491 38 57,404 2" Grind and Cap 190,167$ FY 2021/22SEAL BEACH BL ELECTRIC AV PCH 1,510 40 60,400 2" Grind and Cap 132,271$ FY 2022/23SEAL BEACH BL ST. CLOUD DR PLYMOUTH DR 1,491 38 57,404 2" Grind and Cap 168,099$ FY 2022/23ELECTRIC AV SB 6TH ST MAIN ST 91025 22,750 2" Grind and Cap 52,509$ FY 2023/24SEAL BEACH BL PLYMOUTH DR CITY LIMIT 1,040 48 50,440 2" Grind and Cap218,948$ FY 2023/24OLD RANCH PARKWAY SEAL BEACH BL200' W/ SEAL BEACH BL 200 48 9,600 2" Grind and Cap 71,700$ FY 2024/25SEAL BEACH BL ADOLFO LOPEZ DR APOLLO DR 579 98 56,742 2" Grind and Cap 169,128$ FY 2024/25SEAL BEACH BL CITY LIMIT PLYMOUTH DR 1,040 48 50,440 2" Grind and Cap251,513$ FY 2025/261ST ST OCEAN AV MARINA DR 887 40 35,480 2" Grind and Cap 140,000$ FY 2026/271ST ST PCH MARINA DR 2,172 22 47,784 2" Grind and Cap 249,438$ FY 2026/27LAMPSON AV BASSWOOD ST 735' W/O BASSWOOD ST 735 56 41,160 2" Grind and Cap 110,298$ FY 2026/27MPAHLimits of Work1 of 1
Appendix ASeven‐Year Road Maintenance and Rehabilitation Plan Based on City's Current FundingLocalSorted by Year of TreatmentStreet Name From ToLength of SegmentWidth of SegmentPavement AreaType of Treatment Cost of Treatment Year of Treatment14TH ST SEAL WY OCEAN AV 210 25 5,250 2" Grind and Cap 19,658$ FY 2020/21BANYAN AV CAMELIA ST COLUMBINE ST 600 33 19,800 2" Grind and Cap 74,139$ FY 2020/21CANDLEBERRY AV FUCHSIA ST ASTER AV 1,730 36 62,280 2" Grind and Cap 173,654$ FY 2020/21DOGWOOD AV DAISY ST IRONWOOD AV 1,470 33 48,510 2" Grind and Cap 122,840$ FY 2020/21TULIP ST IRONWOOD AV LAMPSON AV 70 36 2,520 2" Grind and Cap 5,383$ FY 2020/2110TH ST ELECTRIC AV PCH 660 40 26,400 Slurry Seal with Digouts 26,400$ FY 2020/2113TH ST OCEAN AV ELECTRIC AV 710 40 28,400 Slurry Seal with Digouts 28,400$ FY 2020/2114TH ST OCEAN AV ELECTRIC AV 660 40 26,400 Slurry Seal with Digouts 26,400$ FY 2020/213RD ST OCEAN AV CENTRAL AV 760 40 30,400 Slurry Seal with Digouts 30,400$ FY 2020/215TH ST MARINA DR PCH 660 60 39,600 Slurry Seal with Digouts 39,600$ FY 2020/218TH ST OCEAN AV ELECTRIC AV 1,150 40 46,000 Slurry Seal with Digouts 46,000$ FY 2020/21ASTER ST ALMOND AV BIRCHWOOD AV 1,239 37 45,843 Slurry Seal with Digouts 45,843$ FY 2020/21ASTER ST BIRCHWOOD AV CANDLEBERRY AV 206 37 7,622 Slurry Seal with Digouts 7,622$ FY 2020/2112TH ST SEAL WY OCEAN AV 210 24 5,040 2" Grind and Cap 21,335$ FY 2021/22CLOVER CR ALMOND AV CDS 130 33 4,290 2" Grind and Cap 21,503$ FY 2021/22DAISY CR FIR AV CDS 230 33 7,590 2" Grind and Cap 36,957$ FY 2021/22HEATHER ST HAZELNUT AV LAMPSON AV 490 37 18,130 2" Grind and Cap 54,533$ FY 2021/22NORTH GATE RD 760' W/O SEAL BEACH BL W/END 3,300 25 82,500 2" Grind and Cap 230,815$ FY 2021/22PRINCETON CR HARVARD LN CDS 230 30 6,900 2" Grind and Cap 38,142$ FY 2021/22BEACHCOMBER DR BOLSA AV SEA BREEZE DR 1,160 33 38,280 Slurry Seal with Digouts 41,119$ FY 2021/22COLLEGE PARK DR (S) HARVARD LN CITY LIMIT 940 44 41,360 Slurry Seal with Digouts 29,872$ FY 2021/22DAHLIA DR ALMOND AV CDS 230 33 7,590 Slurry Seal with Digouts 9,496$ FY 2021/22ELDER AV OLEANDER ST HEATHER ST 1,130 36 40,680 Slurry Seal with Digouts 43,697$ FY 2021/22FATHOM AV SILVER SHOALS AV BALBOA DR 810 33 26,730 Slurry Seal with Digouts 28,712$ FY 2021/22FIR CR FIR AV CDS 130 60 7,800 Slurry Seal with Digouts 9,560$ FY 2021/22NEPTUNE AV SEAL WY OCEAN AV 210 24 5,040 Slurry Seal with Digouts 5,414$ FY 2021/22PANSY ST FIR AV GUAVA AV 160 33 5,280 Slurry Seal with Digouts 5,672$ FY 2021/22SOUTH SHORE DR BOLSA AV TAPER DR 1,060 33 34,980 Slurry Seal with Digouts 37,574$ FY 2021/22WISTERIA ST DOGWOOD AV CDS 1,040 33 34,320 Slurry Seal with Digouts 38,208$ FY 2021/2212TH ST ELECTRIC AV PCH 860 37 31,820 2" Grind and Cap 98,853$ FY 2022/23COLUMBINE ST ALMOND AV BANYAN AV 210 33 6,930 2" Grind and Cap 15,647$ FY 2022/23ELDER AV HEATHER ST FUCHSIA ST 520 36 18,720 2" Grind and Cap 63,797$ FY 2022/23HEATHER ST ELDER AV HAZELNUT AV790 37 29,230 2" Grind and Cap 127,897$ FY 2022/23NORTH GATE RD SEAL BEACH BL 760' W/O SEAL BEACH BL 760 42 31,920 2" Grind and Cap 93,745$ FY 2022/23CENTRAL AV MAIN ST 12TH ST 860 40 34,400 Slurry Seal with Digouts 27,697$ FY 2022/23ELDER AV VIOLET ST PRIMROSE ST 1,380 33 45,540 Slurry Seal with Digouts 36,667$ FY 2022/23HARVARD LN OCCIDENTAL LN (N) COLLEGE PARK DR 1,289 37 47,693 Slurry Seal with Digouts 98,607$ FY 2022/23IRONWOOD AV ELDER AV HEATHER ST 1,967 33 64,911 Slurry Seal with Digouts 52,263$ FY 2022/23TAPER DR BOLSA AV CATALINA AV 1,110 33 36,630 Slurry Seal with Digouts 29,493$ FY 2022/23LocalLimits of Work1 of 3
Appendix ASeven‐Year Road Maintenance and Rehabilitation Plan Based on City's Current FundingLocalSorted by Year of TreatmentStreet Name From ToLength of SegmentWidth of SegmentPavement AreaType of Treatment Cost of Treatment Year of TreatmentLocalLimits of WorkYALE CR END YALE LN 130 48 6,240 Slurry Seal with Digouts 5,024$ FY 2022/2310TH ST SEAL WY OCEAN AV 210 25 5,250 2" Grind and Cap 25,946$ FY 2023/2411TH ST SEAL WY OCEAN AV 210 25 5,250 2" Grind and Cap 24,661$ FY 2023/24BAYOU WY BAYSIDE DR HARBOR WY 630 33 20,790 2" Grind and Cap 49,893$ FY 2023/24OCEAN AV 13TH ST MAIN ST 1,265 51 64,515 2" Grind and Cap 294,832$ FY 2023/2411TH ST OCEAN AV ELECTRIC AV 965 40 38,600 Slurry Seal with Digouts 39,790$ FY 2023/2415TH ST ELECTRIC AV PCH 1,110 21 23,310 Slurry Seal with Digouts 25,764$ FY 2023/24BASSWOOD ST ASTER ST LAMPSON AV 410 36 14,760 Slurry Seal with Digouts 16,314$ FY 2023/24CAMELIA ST ALMOND AV BANYAN AV 590 33 19,470 Slurry Seal with Digouts21,520$ FY 2023/24COLLEGE PARK DR (N) HARVARD LN (N) YALE LN 940 37 34,780 Slurry Seal with Digouts 38,442$ FY 2023/24SEA BREEZE DR BOLSA AV CATALINA AV 1,160 33 38,280 Slurry Seal with Digouts 42,310$ FY 2023/24STANFORD LN COLLEGE PARK DR COLLEGE PARK DR 1,860 32 59,520 Slurry Seal with Digouts 65,787$ FY 2023/2410TH ST OCEAN AV ELECTRIC AV 950 40 38,000 2" Grind and Cap 93,760$ FY 2024/255TH ST OCEAN AV MARINA DR 1,400 40 56,000 2" Grind and Cap 149,771$ FY 2024/25FIR AV GOLDENROD ST IRONWOOD AV 1,460 33 48,180 2" Grind and Cap 139,052$ FY 2024/25FUCHSIA CR FIR AV CDS 330 33 10,890 2" Grind and Cap 28,205$ FY 2024/2513TH ST ELECTRIC AV PCH 1,013 21 21,273 Slurry Seal with Digouts 17,547$ FY 2024/25CATALINA AV CDS SEA BREEZE DR 1,330 37 49,210 Slurry Seal with Digouts 43,309$ FY 2024/25MARVISTA AV CATALINA AV COASTLINE DR 1,610 33 53,130 Slurry Seal with Digouts 46,243$ FY 2024/25OCEAN AV 5TH ST 1ST ST 1,240 52 64,480 Slurry Seal with Digouts 112,695$ FY 2024/25SANDPIPER DR BOLSA AV TAPER DR 1,110 33 36,630 Slurry Seal with Digouts 31,882$ FY 2024/25CANDLEBERRY AV MARIGOLD ST FUCHSIA ST 1,560 37 57,720 2" Grind and Cap 180,684$ FY 2025/26DOGWOOD AV MARIGOLD ST FUCHSIA ST 1,520 33 50,160 2" Grind and Cap 153,762$ FY 2025/26ROSSMOOR CENTER WY WEST RD MONTECITO RD 364 28 10,192 2" Grind and Cap 54,424$ FY 2025/26PURDUE CR COLLEGE PARK DR CDS 68 27 1,836 2" Grind and Cap with Digouts 20,928$ FY 2025/2614TH ST ELECTRIC AV PCH 1,010 21 21,210 Slurry Seal with Digouts 24,363$ FY 2025/26CENTRAL AV 6TH ST MAIN ST 950 40 38,000 Slurry Seal with Digouts 99,244$ FY 2025/26CENTRAL AV 2ND ST 6TH ST 1,265 40 50,600 Slurry Seal with Digouts 99,244$ FY 2025/26DARTMOUTH CR HARVARD LN CDS 180 34 6,120 Slurry Seal with Digouts 9,327$ FY 2025/26IRONWOOD AV WISTERIA ST TULIP ST 322 37 11,914 Slurry Seal with Digouts 13,685$ FY 2025/26SEAL WY 10TH ST 11TH ST 290 15 4,350 Slurry Seal with Digouts 4,997$ FY 2025/266TH ST OCEAN AV ELECTRIC AV 1,300 40 52,000 2" Grind and Cap 126,927$ FY 2026/27DRIFTWOOD AV BALBOA DR COASTLINE DR 1,460 33 48,180 2" Grind and Cap 123,125$ FY 2026/27ELDER AV FUCHSIA ST IRONWOOD AV 1,500 36 54,000 2" Grind and Cap 137,999$ FY 2026/2717TH ST ELECTRIC AV PCH 1,260 21 26,460 Slurry Seal with Digouts 23,697$ FY 2026/277TH ST OCEAN AV ELECTRIC AV 1,280 40 51,200 Slurry Seal with Digouts 45,854$ FY 2026/27CENTRAL AV 1ST ST 2ND ST 260 20 5,200 Slurry Seal with Digouts 4,657$ FY 2026/27GOLDENROD ST ELDER AV CDS 610 33 20,130 Slurry Seal with Digouts 19,148$ FY 2026/27GUAVA AV IRONWOOD AV CDS 530 33 17,490 Slurry Seal with Digouts 16,783$ FY 2026/272 of 3
Appendix ASeven‐Year Road Maintenance and Rehabilitation Plan Based on City's Current FundingLocalSorted by Year of TreatmentStreet Name From ToLength of SegmentWidth of SegmentPavement AreaType of Treatment Cost of Treatment Year of TreatmentLocalLimits of WorkIRONWOOD AV CANDLEBERRY AV ELDER AV 524 33 17,292 Slurry Seal with Digouts 15,487$ FY 2026/27OCEAN AV ELECTRIC AV 13TH ST 1,300 51 66,300 Slurry Seal with Digouts111,448$ FY 2026/27SEAL WY ELECTRIC AV NEPTUNE AV 505 13 6,565 Slurry Seal with Digouts 14,437$ FY 2026/273 of 3
Pavement Management Plan Agency Submittal
Page | 10
XII. Appendix B – Complete Street Listing Current Conditions
A complete street listing of current pavement conditions should be included in this report. Specific data to be
submitted should follow the format below:
MPAH
Street Name From To Width of Segment Area Current PCI Most Recent
Inspection Date
LOCAL
Street Name From To Width of Segment Area Current PCI Most Recent
Inspection Date
Please attach the complete street listing, following the above template, after this sheet. The pages should be
labeled Appendix B.
Appendix BMPAH Street Listing ‐ Current ConditionsSorted by Street NameStreet Name From ToWidth of SegmentArea Current PCIMost Recent Inspection Date1ST ST OCEAN AV MARINA DR 40 35,480 80 1/15/20201ST ST PCH 597' NE/PCH 24 14,328 35 3/24/20201ST ST MARINA DR PCH 23 49,956 44 3/24/20201ST ST PCH MARINA DR 22 47,784 58 1/15/2020BOLSA AV SEAL BEACH BL BALBOA DR 37 73,445 70 1/15/2020BOLSA AV BALBOA DR PCH 37 36,741 100 4/20/2020ELECTRIC AV NB MAIN ST 6TH ST 27 25,920 30 1/15/2020ELECTRIC AV NB SEAL BEACH BL 14TH ST 27 22,140 89 1/15/2020ELECTRIC AV NB 14TH ST MAIN ST 27 42,930 91 1/15/2020ELECTRIC AV SB 6TH ST MAIN ST 25 22,750 67 1/15/2020ELECTRIC AV SB SEAL BEACH BL 14TH ST 25 18,875 93 3/24/2020ELECTRIC AV SB 14TH ST MAIN ST 25 40,125 35 1/15/2020LAMPSON AV HEATHER ST CANDLEBERRY AV 60 157,800 78 1/8/2020LAMPSON AV CANDLEBERY AV BASSWOOD ST 56 71,064 76 1/8/2020LAMPSON AV BASSWOOD ST 735' W/O BASSWOOD ST 56 41,160 74 1/8/2020LAMPSON AV 735' W/O BASSWOOD ST OLD RANCH PLAZA 56 106,568 59 1/8/2020LAMPSON AV OLD RANCH PLAZA SEAL BEACH BLVD 56 41,776 62 3/24/2020LAMPSON AV CITY LIMIT ROSE ST 60 106,860 75 3/24/2020LAMPSON AV ROSE ST HEATHER ST 60 94,920 81 1/8/2020MARINA DR PCH 6TH ST 61 38,369 38 1/15/2020MARINA DR 6TH ST 1ST ST 50 82,500 58 1/15/2020MARINA DR 1ST ST CITY LIMIT 50 48,250 86 1/18/2020OLD RANCH PARKWAY SEAL BEACH BL 200' W/ SEAL BEACH BL 48 9,600 77 1/15/2020OLD RANCH PARKWAY 200' W/ SEAL BEACH 720' W/ SEAL BEACH 64 33,280 75 1/15/2020OLD RANCH PARKWAY 720' W/ SEAL BEACH 22 FWY 34 35,020 90 1/15/2020SEAL BEACH BL ELECTRIC AV PCH 40 60,400 69 1/9/2020SEAL BEACH BL PCH BOLSA AV 97 159,080 74 1/9/2020SEAL BEACH BL FWY 405 NORTH (OLD RANCH PKY) LAMPSON AV 89 74,137 66 1/9/2020SEAL BEACH BL LAMPSON AV ST. CLOUD DR 77 70,455 70 1/9/2020SEAL BEACH BL ST. CLOUD DR PLYMOUTH DR 38 57,404 70 3/24/2020SEAL BEACH BL PLYMOUTH DR ST. CLOUD DR 38 57,404 67 1/9/2020SEAL BEACH BL PLYMOUTH DR CITY LIMIT 48 50,440 70 3/24/2020SEAL BEACH BL CITY LIMIT PLYMOUTH DR 48 50,440 70 3/24/2020SEAL BEACH BL BOLSA AV HERON POINTE 99 204,138 67 1/9/2020SEAL BEACH BL HERON POINTE ADOLFO LOPEZ DR 99 123,552 83 1/9/2020SEAL BEACH BL ADOLFO LOPEZ DR APOLLO DR 98 56,742 75 1/9/2020SEAL BEACH BL APOLLO DR ROAD C 98 175,224 79 1/9/2020SEAL BEACH BL ROAD C WESTMINSTER BL 98 151,998 80 1/9/2020SEAL BEACH BL WESTMINSTER BL ST ANDREWS DR 95 95,950 69 3/24/2020SEAL BEACH BL ST ANDREWS DR (N) GOLDEN RAIN RD 95 186,580 68 1/9/2020SEAL BEACH BL (N) GOLDEN RAIN RD FWY 405 SOUTH (NORTH GATE ROAD) 95 145,065 69 3/24/2020MPAH1 of 2
Appendix BMPAH Street Listing ‐ Current ConditionsSorted by Street NameStreet Name From ToWidth of SegmentArea Current PCIMost Recent Inspection DateMPAHWESTMINSTER BL W/CITY LIMIT SEAL BEACH BL 79 344,440 100 1/10/2020WESTMINSTER BL BOLSA CHICA RD SEAL BEACH BL 72 763,920 90 3/24/20202 of 2
Appendix BLocal Street Listing ‐ Current ConditionsSorted by Street NameStreet Name From ToWidth of SegmentArea Current PCIMost Recent Inspection Date10TH ST ELECTRIC AV PCH 40 26,400 85 1/16/202010TH ST OCEAN AV ELECTRIC AV 40 38,000 71 1/16/202010TH ST SEAL WY OCEAN AV 25 5,250 57 1/16/202011TH ST ELECTRIC AV LANDING AV 37 7,770 97 1/16/202011TH ST SEAL WY OCEAN AV 25 5,250 57 1/16/202011TH ST OCEAN AV ELECTRIC AV 40 38,600 73 1/16/202012TH ST ELECTRIC AV PCH 37 31,820 69 1/16/202012TH ST OCEAN AV ELECTRIC AV 40 32,400 92 1/16/202012TH ST SEAL WY OCEAN AV 24 5,040 59 1/16/202013TH ST ELECTRIC AV PCH 21 21,273 92 1/16/202013TH ST OCEAN AV ELECTRIC AV 40 28,400 71 1/16/202013TH ST SEAL WY OCEAN AV 25 5,250 82 1/16/202014TH ST ELECTRIC AV PCH 21 21,210 93 1/16/202014TH ST OCEAN AV ELECTRIC AV 40 26,400 79 1/16/202014TH ST SEAL WY OCEAN AV 25 5,250 61 1/16/202015TH ST ELECTRIC AV PCH 21 23,310 90 3/24/202016TH ST ELECTRIC AV PCH 21 24,360 100 1/16/202017TH ST ELECTRIC AV PCH 21 26,460 97 1/16/20202ND ST OCEAN AV CENTRAL AV 40 34,400 91 1/16/20202ND ST CENTRAL AV MARINA DR 40 4,200 85 3/24/20203RD ST OCEAN AV CENTRAL AV 40 30,400 79 1/16/20204TH ST OCEAN AV MARINA DR 40 48,000 90 1/16/20205TH ST MARINA DR PCH 60 39,600 70 1/16/20205TH ST OCEAN AV MARINA DR 40 56,000 67 1/16/20206TH ST OCEAN AV ELECTRIC AV 40 52,000 79 1/10/20206TH ST (S) ELECTRIC AV MARINA DR 40 7,800 51 3/24/20207TH ST ELECTRIC AV MARINA DR 40 8,400 93 1/10/20207TH ST OCEAN AV ELECTRIC AV 40 51,200 91 1/15/20208TH ST ELECTRIC AV PCH 40 18,400 92 1/15/20208TH ST OCEAN AV ELECTRIC AV 40 46,000 85 1/15/2020ADOLFO LOPEZ DR END 425 E/SEAL BEACH BL 60 48,000 93 1/15/2020ADOLFO LOPEZ DR SEAL BEACH BL 425 W/SEAL BEACH BL 60 25,500 50 3/24/2020AGUA PL MARLIN AV CDS 27 5,940 92 1/15/2020ALMOND AV IRIS CR DAISY ST 36 35,100 90 1/10/2020ALMOND AV OLEANDER ST IRIS CR 36 40,320 94 1/10/2020ALMOND AV DAISY ST ASTER ST 36 70,200 89 1/10/2020ALMOND AV VIOLET ST ROSE CR 37 28,305 95 1/10/2020ALMOND AV ROSE CR OLEANDER ST 37 26,085 87 1/10/2020ASTER ST ALMOND AV BIRCHWOOD AV 37 45,843 80 1/10/2020ASTER ST BIRCHWOOD AV CANDLEBERRY AV 37 7,622 82 1/10/2020AVALON DR CATALINA AV END 33 14,190 93 1/14/2020Local1 of 5
Appendix BLocal Street Listing ‐ Current ConditionsSorted by Street NameStreet Name From ToWidth of SegmentArea Current PCIMost Recent Inspection DateLocalBALBOA DR BOLSA AV CATALINA AV 37 39,220 96 1/14/2020BALBOA DR PCH BOLSA AV 37 24,420 94 1/14/2020BANYAN AV CAMELIA ST COLUMBINE ST 33 19,800 61 1/13/2020BASSWOOD ST ASTER ST LAMPSON AV 36 14,760 89 1/13/2020BAYOU WY BAYSIDE DR HARBOR WY 33 20,790 72 3/24/2020BAYSIDE DR BOLSA AV CRESTVIEW AV 33 46,530 93 1/14/2020BEACHCOMBER DR BOLSA AV SEA BREEZE DR 33 38,280 86 1/14/2020BERYL COVE WY EMERALD COVE WY MARLIN AV 33 11,880 93 1/14/2020BIRCHWOOD AV OLEANDER ST DAISY ST 33 64,350 98 4/20/2020BIRCHWOOD AV DAISY ST ASTER ST 33 54,450 87 1/8/2020BLUEBELL ST ALMOND AV BIRCHWOOD AV 33 23,430 55 1/13/2020CAMELIA ST ALMOND AV BANYAN AV 33 19,470 85 4/20/2020CANDLEBERRY AV ASTER ST LAMPSON AV 36 13,140 97 4/20/2020CANDLEBERRY AV FUCHSIA ST ASTER AV 36 62,280 58 4/20/2020CANDLEBERRY AV MARIGOLD ST FUCHSIA ST 37 57,720 83 4/20/2020CANDLEBERRY AV WISTERIA ST OLEANDER ST 33 54,780 78 1/13/2020CARAVEL WY MARINA DR CORSAIR WY 37 13,320 95 1/20/2020CARMEL AV SURF PL COASTLINE DR 37 13,320 95 1/14/2020CARNATION CR ALMOND AV CDS 33 7,590 93 1/13/2020CATALINA AV CDS SEA BREEZE DR 37 49,210 76 1/14/2020CATALINA AV BALBOA DR COASTLINE DR 37 70,670 83 1/14/2020CATALINA AV SEA BREEZE DR BALBOA DR 37 42,920 95 1/14/2020CENTRAL AV 6TH ST MAIN ST 40 38,000 90 1/15/2020CENTRAL AV MAIN ST 12TH ST 40 34,400 87 1/15/2020CENTRAL AV 1ST ST 2ND ST 20 5,200 91 1/15/2020CENTRAL AV 2ND ST 6TH ST 40 50,600 90 1/15/2020CENTRAL WY 2ND ST 1ST ST 40 10,400 78 1/16/2020CENTRAL WY 4TH ST 2ND ST 38 21,280 89 1/16/2020CENTRAL WY 5TH ST 4TH ST 38 9,880 87 1/16/2020CLIPPER WY CARAVEL WY ELECTRIC AV 33 30,030 94 1/20/2020CLOVER CR ALMOND AV CDS 33 4,290 63 4/20/2020COASTLINE DR BALBOA DR MARVISTA DR 33 61,050 81 1/14/2020COASTLINE DR CARMEL AV CDS 27 12,960 95 1/14/2020COASTLINE DR MARVISTA DR CARMEL DR 33 15,015 81 3/24/2020COLLEGE PARK DR (N) YALE LN (S) HARVARD LN 37 64,417 87 4/20/2020COLLEGE PARK DR (S) HARVARD LN CITY LIMIT 44 41,360 72 3/24/2020COLLEGE PARK DR (N) HARVARD LN (N) YALE LN 37 34,780 77 4/20/2020COLUMBINE ST ALMOND AV BANYAN AV 33 6,930 69 4/20/2020CORAL PL CDS BAYSIDE DR 27 6,210 93 1/14/2020CORSAIR WY CARAVEL WY SCHOONER WY 33 33,660 93 1/20/2020CREST DR CATALINA AV CRESTVIEW AV 33 6,930 93 1/14/20202 of 5
Appendix BLocal Street Listing ‐ Current ConditionsSorted by Street NameStreet Name From ToWidth of SegmentArea Current PCIMost Recent Inspection DateLocalCRESTVIEW AV BAYSIDE DR CREST DR 33 37,290 92 1/14/2020CRESTVIEW AV CREST DR AVALON DR 33 30,525 86 1/14/2020CRESTVIEW AV CATALINA AV BAYSIDE DR 33 37,290 94 1/14/2020CRYSTAL COVE WY MARBLE COVE WY OPAL COVE WY 33 17,160 93 1/15/2020CRYSTAL PL CRYSTAL COVE WY CDS 27 6,480 93 1/15/2020DAFFODIL CR ALMOND AV CDS 33 7,590 82 1/13/2020DAHLIA DR ALMOND AV CDS 33 7,590 81 4/20/2020DAISY CR FIR AV CDS 33 7,590 60 1/13/2020DAISY ST ALMOND AV BIRCHWOOD AV 33 13,530 100 4/20/2020DAISY ST CANDLEBERRY AV DOGWOOD AV 33 6,930 48 1/13/2020DARTMOUTH CR HARVARD LN CDS 34 6,120 75 3/24/2020DOGWOOD AV DAISY ST IRONWOOD AV 33 48,510 64 1/13/2020DOGWOOD AV MARIGOLD ST FUCHSIA ST 33 50,160 67 1/13/2020DOGWOOD AV WISTERIA ST OLEANDER ST 33 56,430 100 1/13/2020DOLPHIN AV SEAL WY OCEAN AV 24 5,424 80 1/16/2020DOLPHIN AV OCEAN AV ELECTRIC AV 24 13,968 82 1/16/2020DORY WY GALLEON WY SCHOONER WY 28 10,080 77 1/20/2020DRIFTWOOD AV BALBOA DR COASTLINE DR 33 48,180 77 1/14/2020EBBTIDE PL COASTLINE PL CDS 27 6,210 94 1/14/2020ELDER AV HEATHER ST FUCHSIA ST 36 18,720 66 4/20/2020ELDER AV OLEANDER ST HEATHER ST 36 40,680 78 4/20/2020ELDER AV VIOLET ST PRIMROSE ST 33 45,540 74 1/13/2020ELDER AV FUCHSIA ST IRONWOOD AV 36 54,000 80 1/8/2020ELECTRIC AV SEAL BEACH BL END 34 6,460 89 1/20/2020ELECTRIC AV 5TH ST CORSAIR WY 37 18,870 97 1/20/2020ELECTRIC AV CORSAIR WY CDS 33 12,540 77 1/20/2020EMERALD COVE WY BERYL COVE WY JADE COVE WY 33 19,140 95 1/14/2020EMERALD PL EMERALD COVE WY CDS 27 6,210 96 1/14/2020FATHOM AV SILVER SHOALS AV BALBOA DR 33 26,730 70 3/24/2020FERN CR ALMOND AV CDS 33 7,590 94 1/13/2020FIR AV GOLDENROD ST IRONWOOD AV 33 48,180 80 4/20/2020FIR AV ROSE ST HEATHER ST 33 41,580 100 4/20/2020FIR AV SUNFLOWER ST ROSE ST 33 10,890 48 4/20/2020FIR AV WISTERIA ST SUNFLOWER ST 33 40,260 54 1/10/2020FIR CR FIR AV CDS 60 7,800 80 4/20/2020FUCHSIA CR FIR AV CDS 33 10,890 81 4/20/2020FUCHSIA ST BIRCHWOOD AV ELDER AV 33 21,120 93 4/20/2020GALLEON WY ELECTRIC AV DORY WY 33 32,010 81 1/20/2020GOLDENROD CR ALMOND AV CDS 33 7,590 99 4/20/2020GOLDENROD ST ELDER AV CDS 33 20,130 88 4/20/2020GUAVA AV IRONWOOD AV CDS 33 17,490 92 4/20/20203 of 5
Appendix BLocal Street Listing ‐ Current ConditionsSorted by Street NameStreet Name From ToWidth of SegmentArea Current PCIMost Recent Inspection DateLocalGUAVA AV PANSY ST HEATHER ST 33 44,880 44 1/10/2020HARBOR WY BAYSIDE DR BAYOU WY 33 25,080 95 1/14/2020HARVARD LN COLLEGE PARK DR OCCIDENTAL LN 37 39,331 78 1/20/2020HARVARD LN OCCIDENTAL LN (N) COLLEGE PARK DR 37 47,693 74 1/20/2020HARVARD LN (N) COLLEGE PARK DR CDS 37 36,704 91 1/20/2020HAZELNUT AV GUAVA AV HEATHER ST 33 39,930 95 1/10/2020HAZELNUT AV HEATHER ST ROSE ST 33 53,130 63 4/20/2020HAZELNUT AV WISTERIA ST SUNFLOWER ST 33 43,230 100 1/10/2020HEATHER CR ALMOND AV CDS 33 7,590 97 4/20/2020HEATHER ST HAZELNUT AV LAMPSON AV 37 18,130 73 4/20/2020HEATHER ST ELDER AV HAZELNUT AV 37 29,230 60 1/8/2020IRIS CR ALMOND AV CDS 33 7,590 81 1/13/2020IRIS ST HAZELNUT AV IRONWOOD AV 32 7,232 97 1/10/2020IRONWOOD AV CANDLEBERRY AV ELDER AV 33 17,292 91 1/13/2020IRONWOOD AV ELDER AV HEATHER ST 33 64,911 88 1/13/2020IRONWOOD AV ROSE ST IRIS ST 33 46,860 99 1/10/2020IRONWOOD AV WISTERIA ST TULIP ST 37 11,914 91 3/24/2020IRONWOOD AV TULIP ST SUNFLOWER ST 37 37,740 100 1/10/2020ISLAND VIEW DR BOLSA AV SEA BREEZE DR 33 36,630 85 1/14/2020JADE COVE WY EMERALD COVE WY MARLIN AV 33 11,880 87 1/14/2020JASMIN CR ALMOND AV CDS 33 7,590 100 4/20/2020LAGUNA PL MARLIN AV CDS 27 10,260 95 1/14/2020LANDING AV 12TH ST 11TH ST 42 10,920 100 1/16/2020LANDING AV SEAL BEACH BL 12TH ST 21 25,410 75 3/24/2020LOYOLA PLAZA COLLEGE PARK DR END 25 8,250 77 1/20/2020MAIN ST ELECTRIC AV PCH 55 37,950 100 4/20/2020MAIN ST OCEAN AV ELECTRIC AVE 57 67,830 79 1/16/2020MARBLE COVE WY CRYSTAL COVE WY MARLIN AV 33 11,880 95 1/14/2020MARIGOLD ST BIRCHWOOD AV CANDLEBERRY AV 33 5,280 100 1/8/2020MARIGOLD ST CANDLEBERRY AV DOGWOOD AV 33 5,280 84 1/8/2020MARINE AV ELECTRIC AV DOLPHIN AV 24 7,680 78 3/24/2020MARLIN AV SEAL BEACH BL BALBOA DR 37 59,570 93 1/14/2020MARVISTA AV CATALINA AV COASTLINE DR 33 53,130 86 1/14/2020MARVISTA AV COASTLINE DR PCH 36 4,428 79 1/14/2020NEPTUNE AV SEAL WY OCEAN AV 24 5,040 71 1/16/2020NORTH GATE RD SEAL BEACH BL 760' W/O SEAL BEACH BL 42 31,920 70 3/24/2020NORTH GATE RD 760' W/O SEAL BEACH BL W/END 25 82,500 68 1/20/2020OCCIDENTAL DR STANFORD LN HARVARD LN 33 5,280 93 1/20/2020OCEAN AV 13TH ST MAIN ST 51 64,515 72 1/16/2020OCEAN AV MAIN ST 5TH ST 52 64,740 73 1/16/2020OCEAN AV ELECTRIC AV 13TH ST 51 66,300 79 1/16/20204 of 5
Appendix BLocal Street Listing ‐ Current ConditionsSorted by Street NameStreet Name From ToWidth of SegmentArea Current PCIMost Recent Inspection DateLocalOCEAN AV 5TH ST 1ST ST 52 64,480 78 1/16/2020OLEANDER ST ALMOND AV FIR AV 36 47,520 100 4/20/2020OPAL COVE WY CRYSTAL COVE WY MARLIN AV 33 11,880 93 1/14/2020PANSY CR ALMOND AV CDS 33 14,190 93 1/13/2020PANSY ST FIR AV GUAVA AV 33 5,280 69 3/24/2020PRIMROSE CR ALMOND AV CDS 33 14,190 93 1/13/2020PRIMROSE ST DOGWOOD AV ELDER AV 33 6,930 92 1/13/2020PRINCETON CR HARVARD LN CDS 30 6,900 58 1/20/2020PURDUE CR COLLEGE PARK DR CDS 27 1,836 51 3/24/2020RIVIERA DR MARLIN AV BOLSA AV 31 17,360 96 1/14/2020ROSE CR ALMOND AV CDS 33 14,190 93 1/13/2020ROSE ST FIR AV HAZELNUT AV 37 14,430 47 1/10/2020ROSE ST HAZELNUT AV LAMPSON AV 37 16,280 40 3/24/2020ROSSMOOR CENTER WY SEAL BEACH BL WEST RD 30 25,920 60 1/20/2020ROSSMOOR CENTER WY WEST RD MONTECITO RD 28 10,192 53 1/20/2020SANDPIPER DR BOLSA AV TAPER DR 33 36,630 91 1/14/2020SCHOONER WY GALLEON WY DORY WY 33 21,780 78 1/20/2020SEA BREEZE DR BOLSA AV CATALINA AV 33 38,280 88 1/14/2020SEAL WY 10TH ST 11TH ST 15 4,350 74 1/16/2020SEAL WY DOLPHIN AV 14TH ST 13 3,510 88 1/16/2020SEAL WY 12TH ST 11TH ST 12 3,600 92 1/16/2020SEAL WY 13TH ST 12TH ST 12 3,540 92 1/16/2020SEAL WY 14TH ST 13TH ST 12 3,540 91 1/16/2020SEAL WY NEPTUNE AV DOLPHIN AV 13 5,005 86 1/16/2020SEAL WY ELECTRIC AV NEPTUNE AV 13 6,565 76 1/16/2020SILVER SHOALS AV BOLSA AV FATHOM AV 33 9,900 95 1/14/2020SOUTH SHORE DR BOLSA AV TAPER DR 33 34,980 87 1/14/2020STANFORD LN COLLEGE PARK DR COLLEGE PARK DR 32 59,520 75 1/21/2020SUNFLOWER CR ALMOND AV CDS 33 14,190 82 1/13/2020SUNFLOWER ST FIR AV IRONWOOD AV 37 20,720 100 1/10/2020SURF PL CATALINA AV CDS 33 15,840 92 1/14/2020TAPER DR BOLSA AV CATALINA AV 33 36,630 88 1/14/2020TEABERRY CR ALMOND AV CDS 33 14,190 80 1/13/2020TULIP ST IRONWOOD AV LAMPSON AV 36 2,520 62 4/20/2020VIOLET ST ALMOND AV CANDLEBERRY AV 33 21,780 90 1/13/2020VIOLET ST ELDER AV FIR AV 33 5,280 100 4/20/2020WISTERIA ST DOGWOOD AV IRONWOOD AV 37 36,630 63 1/10/2020WISTERIA ST DOGWOOD AV CDS 33 34,320 79 4/20/2020YALE CR END YALE LN 48 6,240 73 3/24/2020YALE LN (N) COLLEGE PARK DR (S) COLLEGE PARK DR 33 38,280 88 1/20/20205 of 5
Pavement Management Plan Agency Submittal
Page | 11
XIII. Appendix C – Quality Assurance/Quality Control Plan
Introduction
When performing data collection in any field, the need for quality control is paramount as it is essential for
accurate planning, analysis and design. This is particularly true for collecting pavement distress data for a
pavement management system.
The Quality Assurance/Quality Control (QA/QC) Plan establishes minimum quality standards for performance
and procedures for updates of the pavement management system.
If applicable, utilize the space below to include information on the agency’s QA/QC policies:
City of Seal Beach
QC Plan
Pavement Management Program
2019/20
Fountain Valley, CA
17050 Bushard St., Suite 200
Fountain Valley, CA 92708
The contents of this report is the confidential property of
NCE and should not be copied, modified, retransmitted, or
used for any purpose except with NCE’s written
authorization.
City of Seal Beach
Pavement Management Plan Update 2019/20
Quality Control Plan
i
TABLE OF CONTENTS
1.Introduction ........................................................................ 1
1.1. Objectives ....................................................................................... 1
1.2. Structure ........................................................................................ 1
2.Quality Control Plan ............................................................ 2
2.1. Condition Inspection Procedures ........................................................ 2
2.2. Data Collection Accuracy Requirements .............................................. 3
2.3. Inspector Qualifications and Experience .............................................. 4
3.Safety Procedures ............................................................... 5
Appendix C1 Resumes of Field Inspectors
City of Seal Beach
Pavement Management Plan Update 2019/20
Quality Control Plan
1
1.Introduction
The need for quality control is paramount when performing data collection in any field, as it
is essential for accurate planning, analysis, and design. NCE’s Quality Assurance Management
Plan (QAMP) affirms that:
NCE is dedicated to achieving technical and management excellence and to
delivering professional engineering and environmental services that meet or
exceed our clients' needs. NCE's Quality Assurance/Quality Control (QA/QC)
Program is designed to achieve these goals. This QA Management Plan (QAMP)
describes NCE's QA Program, which is based on four principles: client
satisfaction, employee participation, problem prevention, and continuous
quality improvements.
NCE's QAMP establishes minimum quality standards for performance and procedures for
assuring that our clients receive quality service. It requires the participation of employees at
every level. It encourages Project Managers and technical staff to take pride in their work and
to assume responsibility for ensuring that the work is done correctly the first time. The QAMP
is designed to reduce the incidence of quality-related and, where necessary, results in
corrective actions and modification of work procedures to minimize the incidence of future
problems.
NCE has also prepared detailed and specific quality control plans (QCPs) for projects; the
most notable example is for the Long Term Pavement Performance (LTPP) – Western
Regional Support Contract for the Federal Highway Administration. This is a 150-page
document that covers data collection on highways, including deflection, profile, pavement
distresses, traffic, maintenance and rehabilitation history, materials testing and sampling as
well as document control.
1.1. Objectives
This document constitutes a formal QCP for the City of Seal Beach. The QCP focuses on data
collection issues as part of the pavement management update. Specifically, it is intended for
the 2019/20 Pavement Management Update. The focus is on the collection of network‐level
pavement distress data. As defined by the National Cooperative Highway Research Program
Synthesis 401 Quality Management of Pavement Data Collection, “Network‐level data
collection involves collection of large quantities of pavement condition data, which is often
converted to individual condition indices or aggregated into composite condition indices.”
1.2. Structure
The following components are addressed in this QCP:
•Condition inspection procedures,
•Data collection accuracy requirements,
•Inspector qualifications and experience, and
•Safety procedures.
City of Seal Beach
Pavement Management Plan Update 2019/20
Quality Control Plan
2
2.Quality Control Plan
2.1. Condition Inspection Procedures
The governing document for performing condition inspections for the City of Seal Beach is
Standard Practice for Roads and Parking Lots Pavement Condition Index (PCI) Surveys
(ASTM D6433-11). Both asphalt concrete (AC) and Portland cement concrete (PCC)
pavements are included in this protocol. The following distresses are collected for each
pavement type.
AC Pavements PCC Concrete (Jointed) Pavements
1.Alligator (fatigue) cracking
2.Bleeding
3.Block cracking
4.Bumps and sags
5.Corrugation
6.Depression
7.Edge cracking
8.Joint reflection cracking
9.Lane/shoulder drop-off
10. Longitudinal and transverse cracking
11. Patching and utility cut patching
12. Polish aggregate
13. Potholes
14. Railroad crossing
15. Rutting
16. Shoving
17. Slippage cracking
18. Swelling
19. Raveling
20. Weathering
1.Blowup/buckling
2.Corner breaks
3.Divided slab
4.Durability (“D”) cracking
5. Faulting
6.Joint seal damage
7.Lane/shoulder drop-off
8.Linear cracking
9.Patching (large) and utility cuts
10. Patching (small)
11. Polished aggregate
12. Popouts
13. Pumping
14. Punchout
15. Railroad crossing
16. Scaling, map cracking, and crazing
17. Shrinkage cracks
18. Spalling (corner)
19. Spalling (joint)
Any exceptions to the ASTM procedures will be discussed with the City before any inspections
are performed. Exceptions are usually related to distresses or situations that are not covered
in the manuals. Examples include slippage cracks, roller check marks, or edge cracking on
streets with no curbs and gutters. Others include the use of seals or open-graded AC mixes.
Any modifications will be documented and submitted to the City for approval.
All distress or condition inspections are performed as walking inspections, and a minimum
10% sampling rate is utilized. Field crews are typically composed of a one-person crew
teaming up when required for higher-volume facilities such as arterials. The sample units for
this project will be based upon the length and width of the street sections. This data will be
collected to match the existing management sections of PAVERTM.
City of Seal Beach
Pavement Management Plan Update 2019/20
Quality Control Plan
3
2.2. Data Collection Accuracy Requirements
The accuracy required for data collection has two components, both of which are further
described in the following paragraphs.
•Re-inspections
•PCI comparisons with past inspections
2.2.1 Re-Inspection “Check”
At least 5% of all inspections are randomly re-inspected by other team members. A different
inspector will review these sites and determine the revised pavement distress measurements.
If the initial inspection is determined to be inaccurate, the original inspector is given refresher
training before being allowed to continue with any further inspections. Should the data be
inaccurate for a certain day, all the data for that day will be re-inspected following refresher
training to ensure accuracy.
Acceptability Criteria
At the time of re-inspection, the actual distresses will be re-inspected and verified, and any
corrections made, if necessary. Distress types and severities must be the same and re-
measured quantities must be within ±10% of the original measured quantity.
If corrections are required on more than 10% of the re-inspected sample units, then an
additional 5% will be re-inspected. This will continue until more than 95% of the re-inspected
sections meet the acceptability criteria.
2.2.2 PCI Comparisons with Past Inspections
As another level of quality control, the new PCIs are compared with the previous PCIs. If they
differ by more than ±10 PCI points, these sections are automatically flagged for further
investigation.
If PCI Increases 10 points:
The section is investigated to see if maintenance and rehabilitation (M&R) activities have been
performed since the last inspection, but have not been recorded. This can only be resolved
with feedback from the City. Typical M&R activities that may have occurred include:
•Crack sealing – changes medium- or high-severity cracking to low-severity.
•Patching – alligator cracking has been removed and patched, so that the resultant
PCI is increased.
•Surface seals.
•Overlay.
City of Seal Beach
Pavement Management Plan Update 2019/20
Quality Control Plan
4
Therefore, an up-to-date M&R history file in the PAVERTM database is desirable, both for
historical accuracy as well as to provide additional quality control.
If PCI Decreases 10 points:
The section is checked to see if the average deterioration rate (usually 3 to 4 points per year)
is exceeded. If the drop in PCI is within the acceptable range, no further action is required. If
the drop is more than the acceptable range, a re-inspection will be performed. The default
performance curves in the pavement management software form the basis for acceptability.
2.3. Inspector Qualifications and Experience
All NCE’s inspectors are required to attend formal training on condition distress inspections.
For example, any of NCE’s inspectors working on the LTPP project are required to attend a
week-long training workshop every year to maintain their certifications. The Regional
Transportation Commission (RTC) of Washoe County requires inspectors to be calibrated prior
to performing any work using the ASTM D6433 protocols (also known as the pavement
management inspections).
For pavement management (or ASTM D6433) inspections, NCE’s technicians underwent the
Orange County Transportation Authority technician certification exercise held in
December 2019.
Similarly, in agencies that use the StreetSaver® system, NCE’s inspectors attend the distress
training conducted by the Metropolitan Transportation Commission (MTC). After the formal
training, technicians work with an experienced inspector before they are allowed to work on
their own. Within the first month of working on their own, up to 20% of their work is checked
weekly. Any necessary corrections are made immediately.
Finally, NCE conducts a one-day training and calibration workshop for all NCE staff involved
with data collection. This is conducted once a year. The following table lists the inspectors
assigned to this project and their most recent training date.
Inspector Name Date of Distress
Training
Training
Conducted by:
Franc Escobedo January 6, 2020 Lisa K. Senn
Joseph De Leon January 6, 2020 Lisa K. Senn
Resumes of technicians utilized on this project are included in Appendix C1.
City of Seal Beach
Pavement Management Plan Update 2019/20
Quality Control Plan
5
3.Safety Procedures
NCE administers a health and safety program in compliance with the Nevada Occupational
Safety and Health Act (Section 618.383) and California Occupational Safety and Health
Administration (OSHA) Title VIII, Section 3203. The program is documented in NCE's
Workplace Safety Program Manual, which can be provided upon request.
Generally, the safety procedures include:
•Inspectors wear a Class 2 safety vest at all times.
•Flashing beacons are placed on all vehicles utilized for inspections.
•Stopped vehicles are to be parked at locations away from moving traffic (nearby
parking, shoulders etc.).
On streets where there is a high volume of traffic or high speeds, additional measures may
be necessary, such as:
•Inspections occur during off-peak periods or on weekends.
•An additional inspector attends to watch out for traffic.
•Traffic flaggers are provided in extreme cases.
In extreme cases where it is not possible to walk on the pavement surface, inspections will
be performed from sidewalks or raised medians. However, this is extremely rare for city or
county roads/streets; this is most often encountered on state highways, and lane closures
are the most likely option in that circumstance.
All NCE inspectors are required to take online safety programs annually as administered by
“Click Safety.” These classes include:
•C2 Cal Personal Protective Equipment R2.
•G2 Cal/OSHA Heat Illness Prevention.
•G2 Cal/OSHA Heat Illness R2.
Appendix C1
Resumes of Field Inspectors
Education
Computer Operations Program
Computer Learning Center, Los Angeles, CA, 1983-
84
Network Engineering & Administrative Program
Computer Learning Center, Anaheim, CA, 1997
Certified Network Administration
Computer Learning Center, Anaheim, CA 1997
Registrations and Certifications
OCTA PAVER Certification (expires 2021)
MTC StreetSaver Rater Certification Program
(expires September 2020)
Joined NCE
2004
Total Years of Experience
15 years
Franc Escobedo
Engineering Field Technician
Franc has over 15 years of experience as a pavement management technician
for NCE. He has performed numerous pavement condition inspections
throughout California, Idaho and Washington. His experience includes distress
collection across various Pavement Management Systems, including the
Metropolitan Transportation Commission StreetSaver, PAVER, Cartegraph, and
Hansen systems.
Additionally, Franc has completed both the OCTA PAVER and MTC “Distress
Identification” courses for both Asphalt Concrete and Portland Cement
Pavements and now assists with the training of agency staff on both courses.
Franc performs all activities relating to pavement data collection using hardcopy
forms or tablets. As part of the quality control process, he performs cross-checks
of data in the PMS database. He regularly performs quality control checks of field
collected data and pavement maintenance history to ensure that PMS databases
are accurate and up-to-date. During this process, he generates detailed reports
that are necessary to perform his cross-checks of the collected data.
His field experience and expertise are added benefits to agencies during field
training. Listed below are a collection of agencies for which Mr. Escobedo has
performed condition inspections – they total over 6,000 centerline miles of roads
and streets.
Representative Projects
Pavement Management
Pavement Management Inspections
Engineering Field Technician
Ada County, Idaho
Agoura Hills
Anaheim
Bakersfield
Bell
Buena Park
Camarillo
Chula Vista
Commerce
Corona
Cudahy
Dana Point
El Centro
El Cerrito
Elk Grove
Encinitas
Fremont
Fullerton
Hayward
Hillsborough
Humboldt County
Inyo County
La Habra
Lake Forest
Lemon Grove
Marin County
Martinez
Mendocino County
Milpitas
Mission Viejo
Mono County
Mountain View
Orange County
Palm Springs
Redwood City
San Clemente
San Diego County
San Ramon
Santa Cruz County
Seal Beach
Siskiyou County
South Lake Tahoe
Stanislaus County
Stanton
Thousand Oaks
Torrance
Tulare
Tuolumne County
Tustin
Vallejo
Vernon
Walnut Creek
West Covina
West Sacramento
Projects included various forms of inspections for pavement distress data collection, such as walking, windshield, and/or semi-
automated.
Education
Mendocino College
Joined NCE
2017
Total Years of Experience
2 years
Joseph De Leon
Field Technician
Joseph joined NCE in 2017 as a pavement management technician and is
experienced in collecting distress data for pavement management systems. Apart
from conducting field inspections, he has performed all functions related to data
collection and is an active participant in the quality control process. As part of this
process, he performs cross-checks of data in the PMS database. Joseph has
performed quality control checks of field collected data and pavement maintenance
history to ensure that PMS databases are accurate and up to date. During this
process, he generates detailed reports, needed to help perform his crosschecks of
the data collected.
Representative Projects
Pavement Asset and Management
Pavement Condition Surveys
Various Cities and Counties, CA
Field Technician. Listed below are a collection of agencies that he has performed
condition inspections. Projects included various forms of inspections for pavement
distress data collection, such as walking, windshield and/or semi-automated.
Buena Park
El Cajon
Elk Grove
Fairfield
King City
Lake County
Martinez
Oakland
Pacific Grove
Sand City
Santa Ana
Santa Cruz County
Sonoma County
Stockton
Torrance
Ventura
Pavement Management Plan Agency Submittal
Page | 12
XIV. Appendix D – Pavement Management Data Files
The Pavement Management data files shall be submitted to OCTA in spreadsheet format. This must include the
following information:
• Street name and limits for all public streets
• Street identifiers (Branch ID, Section ID)
• Direction (if applicable)
• Beginning and ending of each section
• Length, widths, and true areas
• Functional Classification (MPAH, Local)
• Number of travel lanes
• PCI and date of inspection
• Type of recommended treatment
• Cost of recommended treatment
The Pavement Management data files are attached here as a CD, or included as Appendix D
XV. Appendix E – GIS Maps – Current Conditions (Optional)
If included, attach and label Appendix E.
Agenda Item J
AGENDA STAFF REPORT
DATE: June 8, 2020
TO: Honorable Mayor and City Council
THRU: Jill R. Ingram, City Manager
FROM: Philip Gonshak, Chief of Police
SUBJECT:Detention Facility Service Agreement with City of Los Alamitos
________________________________________________________________
SUMMARY OF REQUEST:
That the City Council adopt Resolution 7038:
1. Approving an agreement between the City of Seal Beach and the City of
Los Alamitos; and,
2. Authorizing the City Manager to execute the agreement and any
necessary documents, amendments and extensions on behalf of the City
of Seal Beach.
BACKGROUND AND ANALYSIS:
The Los Alamitos Police Department occasionally uses the Seal Beach jail for
detention services, given that Los Alamitos does not operate its own jail. As with
other agencies, the City of Seal Beach provides jail detention services when
space is available in the Seal Beach jail, under contract to recover the costs of
providing those services. The Detention Service Agreement between the Cities
of Seal Beach and Los Alamitos was last completed in 2008. There was no
provision in the prior agreement to update contract terms and fees.
The purpose of this Detention Service Agreement is to provide the most up to
date service terms and fees for the agreement between the two cities. Under the
proposed 2020 agreement, Los Alamitos would pay Seal Beach $135 per day for
a detainee, except for “Detox” detainees for whom the fee is $100 per day. The
fees will be automatically adjusted annually based on the increase in the
applicable Consumer Price Index (“CPI”). The agreement also updates other
terms and conditions of service.
ENVIRONMENTAL IMPACT:
There is no environmental impact related to this item.
Page 2
LEGAL ANALYSIS:
The City Attorney has reviewed and approved as to form.
FISCAL IMPACT:
Depending on the type of detention, the City of Los Alamitos will pay the City of
Seal Beach a daily detention fee, which will assist with the costs of operating the
jail. There will be no negative fiscal impact to the City of Seal Beach or the Seal
Beach Police Department.
STRATEGIC PLAN:
This item is not applicable to the Strategic Plan.
MEASURE BB:
This item is not applicable to Measure BB, the Seal Beach Neighborhood and
Essential Services Protection Measure.
RECOMMENDATION:
That the City Council adopt Resolution 7038:
1. Approving an agreement between the City of Seal Beach and the City of
Los Alamitos; and,
2. Authorizing the City Manager to execute the agreement and any
necessary documents, amendments and extensions on behalf of the City
of Seal Beach.
SUBMITTED BY: NOTED AND APPROVED:
Philip Gonshak Jill R. Ingram
Phillip Gonshak, Chief of Police Jill R. Ingram, City Manager
Prepared by: Sergeant David Barr
ATTACHMENTS:
A. Resolution 7038
B. Intergovernmental Service Agreement Contract between the City of Seal
Beach and the City of Los Alamitos Police Department for Detention
Services
RESOLUTION 7038
A RESOLUTION OF THE SEAL BEACH CITY COUNCIL
APPROVING AN AGREEMENT BETWEEN THE CITY OF LOS
ALAMITOS AND THE CITY OF SEAL BEACH FOR DETENTION
CENTER SERVICES AND AUTHORIZING THE CITY MANAGER
TO EXECUTE THE AGREEMENT AND ANY NECESSARY
DOCUMENTS, AMENDMENTS AND EXTENSIONS ON BEHALF
OF THE CITY OF SEAL BEACH
WHEREAS the Cities of Seal Beach and Los Alamitos seek to update the
terms of the agreement through which the Los Alamitos Police Department
obtains jail detention services; and
WHEREAS the Seal Beach Police Department intends to provide
detention services in the Seal Beach jail when space is available; and
WHEREAS the two cities intend to update the terms of the service
agreement.
THE SEAL BEACH CITY COUNCIL DOES HEREBY RESOLVE:
Section 1. The Intergovernmental Service Agreement between the City of Seal
Beach and the City of Los Alamitos attached hereto as Exhibit A (“Agreement”) is
approved.
Section 2. The City Manager is authorized to execute the Agreement on behalf
of the City, along with any necessary documents, amendments or extensions
thereto.
PASSED, APPROVED AND ADOPTED by the Seal Beach City Council at a
regular meeting held on the June 8, 2020 by the following vote:
AYES: Council Members
NOES: Council Members
ABSENT: Council Members
ABSTAIN: Council Members
Schelly Sustarsic, Mayor
ATTEST:
Gloria D. Harper, City Clerk
STATE OF CALIFORNIA }
COUNTY OF ORANGE } SS
CITY OF SEAL BEACH }
I, Gloria D. Harper, City Clerk of the City of Seal Beach, do hereby certify that the
foregoing resolution is the original copy of Resolution 7038 on file in the office of
the City Clerk, passed, approved, and adopted by the City Council at a regular
meeting held on the 8th day of June, 2020.
Gloria D. Harper, City Clerk
6/2/2020
Agenda Item K
AGENDA STAFF REPORT
DATE:June 8, 2020
TO:Honorable Mayor and City Council
THRU:Jill R. Ingram, City Manager
FROM:Gloria D. Harper, City Clerk
SUBJECT:Calling and Consolidation of Election – November 3, 2020
________________________________________________________________
SUMMARY OF REQUEST:
That the City Council adopt:
1. Ordinance 1684 calling and giving notice of the holding of a General
Municipal Election to be held on Tuesday, November 3, 2020; and,
2. Resolution 7039 requesting the Board of Supervisors of the County of
Orange to consolidate the City’s General Municipal Election with the
Statewide General Election to be held on Tuesday, November 3, 2020 for
the purposed of the election of two Members of the City Council (District 2
and District 4) for the full four year term of the office; and,
3. Resolution 7040 adopting regulations for Candidate’s Statements
submitted to the voters; and,
4. Resolution 7041 providing for the conduct of a Municipal Run-off Election
in the event no candidate receives 50% plus 1 votes to be held on
Tuesday, January 26, 2021.
BACKGROUND AND ANALYSIS:
Under the provisions of the City Charter a General Municipal Election shall be
held for the election of Municipal Officers.
SECTION 501. General Municipal Elections. General Municipal Elections shall
be held on the first (1st) Tuesday after the first (1st) Monday in November in
even-numbered years commencing with the year 2008.
SECTION 505. Consolidation of Elections. The City Council shall have the power
to submit to the electors of the City of Seal Beach, at any election, any measure
or proposition required to be submitted by the constitution, this charter, general
law, or by ordinance of the City.
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SECTION 506. Holding Elections. The City Council shall, by ordinance, order
the holding of all elections. Such ordinance shall conform in all respects to the
general law of the State of California governing the conduct of municipal
elections, now or hereafter in force, except as in this Charter or by ordinance
otherwise provided.
Further, the City Council must adopt a resolution requesting that the Orange
County Board of Supervisors approve the consolidation and designate the
County to canvass the returns of the election.
The nomination period begins Monday, July 13, 2020 and ends Friday,
August 7, 2020.
ENVIRONMENTAL IMPACT:
There is no environmental impact related to this item.
LEGAL ANALYSIS:
The City Attorney reviewed and approved as to form the ordinance and the
resolutions.
FINANCIAL IMPACT:
The estimated cost to consolidate the City’s General Municipal Election with the
County of Orange Statewide General Election on the November 3, 2020 ballot is
approximately $40,000, plus the cost of a run-off election. If a run-off election is
necessary, the cost is approximately $30,000 per Council district.
STRATEGIC PLAN:
This item is not applicable to the Strategic Plan.
MEASURE BB:
This item is not applicable to Measure BB, the Seal Beach Neighborhood and
Essential Services Protection Measure.
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RECOMMENDATION:
That the City Council adopt:
1. Ordinance 1684 calling and giving notice of the holding of a General
Municipal Election to be held on Tuesday, November 3, 2020; and,
2. Resolution 7039 requesting the Board of Supervisors of the County of
Orange to consolidate the City’s General Municipal Election with the
Statewide General Election to be held on Tuesday, November 3, 2020 for
the purposed of the election of two Members of the City Council (District 2
and District 4) for the full four year term of the office; and,
3. Resolution 7040 adopting regulations for Candidate’s Statements
submitted to the voters; and,
4. Resolution 7041 providing for the conduct of a Municipal Run-off Election
in the event no candidate receives 50% plus 1 votes to be held on
Tuesday, January 26, 2021.
SUBMITTED BY: NOTED AND APPROVED:
Gloria D. Harper Jill R. Ingram
Gloria D. Harper, City Clerk Jill R. Ingram, City Manager
ATTACHMENTS:
A. Ordinance 1684 – Calling Election
B. Resolution 7039 – Consolidate with County
C. Resolution 7040 – Candidate’s Statement
D. Resolution 7041 – Run-off Election
ORDINANCE 1684
AN ORDINANCE OF THE CITY OF SEAL BEACH, CALIFORNIA
CALLING FOR AND GIVING NOTICE OF THE HOLDING OF A
GENERAL MUNICIPAL ELECTION TO BE HELD ON TUESDAY,
NOVEMBER 3, 2020, FOR THE ELECTION OF CERTAIN
OFFICERS AS REQUIRED BY THE PROVISIONS OF THE CITY
CHARTER
THE SEAL BEACH CITY COUNCIL DOES ORDAIN AS FOLLOWS:
SECTION 1. Pursuant to §506 of the City Charter, the City Council hereby calls
and orders to be held in the City of Seal Beach, California, on Tuesday,
November 3, 2020, a General Municipal Election for the purpose of electing City
Councilmembers for the full term of four years in Councilmanic District Two, and
Councilmanic District Four.
SECTION 2. That the ballots to be used at the election shall be in form and
content as required by law.
SECTION 3. The City Clerk is authorized, instructed, and directed to coordinate
with the County of Orange Registrar of Voters Office to procure and furnish any
and all official ballots, notices, printed matter and all supplies, equipment and
paraphernalia that may be necessary in order to properly and lawfully conduct
the election.
SECTION 4. That the polls for the election shall be open at 7:00 a.m. of the day
of the election and shall remain open continuously from that time until 8:00 p.m.
of the same day when the polls shall be closed, pursuant to Elections Code
§10242, except as provided in Elections Code §14401 of the Elections Code of
the State of California.
SECTION 5. That in all particulars not recited in this Ordinance, the election shall
be held and conducted as provided by the City Charter and other applicable law
for holding municipal elections.
SECTION 6. That notice of the time and place of holding the election is given
and the City Clerk is authorized, instructed and directed to give further or
additional notice of the election, in time, form and manner as required by law.
SECTION 7. Pursuant to City Charter §509 and in accordance with Elections
Code §15651(a) in the event no candidate for an office receives a majority (50%
plus 1) of all the votes cast for such office, there shall be a Municipal Run-off
Election and the two candidates receiving the highest number of votes for such
office at the General Municipal Election held on November 3, 2020 shall be the
only candidates for such office printed upon the ballots at the Municipal Run-off
Election as certified by the County of Orange Registrar-Recorder/County Clerk.
Pursuant to City Charter §502 and in accordance with the timeframe outlined in
Elections Code §15651(b) that such Municipal Run-off Election for the election of
officers shall be held on the last Tuesday in January in each odd-numbered year
(January 26, 2021).
SECTION 8. The City Council authorizes the City Clerk to administer such
election, and to contract for necessary services, and all reasonable and actual
election expenses shall be paid by the City upon presentation of a properly
submitted bill.
SECTION 9. The City Clerk shall certify to the passage and adoption of this
Ordinance, shall cause the same to be published at least three times in the
official newspaper of the City of Seal Beach ten days prior to the date of the
election, and entered into the book of ordinances.
SECTION 10. Pursuant to City Charter §416(a) this Ordinance shall take effect
and be in force immediately upon its adoption.
PASSED, APPROVED and ADOPTED by the City Council of the City of Seal
Beach, California, at a meeting held on the 8th day of June 2020.
Schelly Sustarsic, Mayor
ATTEST:
Gloria D. Harper, City Clerk
STATE OF CALIFORNIA }
COUNTY OF ORANGE } SS
CITY OF SEAL BEACH }
I, Gloria D. Harper, City Clerk of the City of Seal Beach, California, do hereby
certify that the foregoing ordinance was passed, approved and adopted by the
City Council of the City of Seal Beach at a meeting thereof held on the 8th day of
June 2020, by the following vote:
AYES: Council Members: _____________________________________
NOES: Council Members: _____________________________________
ABSENT: Council Members: _____________________________________
ABSTAIN: Council Members: _____________________________________
and do hereby certify that Ordinance 1684 has been published as required by
law.
Gloria D. Harper, City Clerk
RESOLUTION 7039
A RESOLUTION OF THE SEAL BEACH CITY COUNCIL
REQUESTING THE BOARD OF SUPERVISORS OF THE
COUNTY OF ORANGE TO CONSOLIDATE THE GENERAL
MUNICIPAL ELECTION TO BE HELD ON TUESDAY,
NOVEMBER 3, 2020 WITH THE STATEWIDE GENERAL
ELECTION TO BE HELD ON THAT DATE PURSUANT TO
§10403 OF THE ELECTIONS CODE
WHEREAS, the City Council of the City of Seal Beach has called a General
Municipal Election to be held on Tuesday, November 3, 2020, for the purpose of
the election of two Members of the City Council (District 2 and District 4) for the
full four year term of office; and,
WHEREAS, it is desirable that the General Municipal Election be consolidated
with the Statewide General Election to be held on the same date and that within
the City precincts, vote centers, and election officers of the three elections be the
same, and that the county election department of the County of Orange canvass
the returns of the General Municipal Election and that the election be held in all
respects as if there were only one election. The election will be held and
conducted in accordance with the provisions of law regulating the statewide
election.
NOW, THEREFORE, the Seal Beach City Council does resolve, declare,
determine, and order as follows:
SECTION 1. That pursuant to the requirements of §10403 of the Elections Code,
the Board of Supervisors of the County of Orange is hereby requested to consent
and agree to the consolidation of a General Municipal Election with the Statewide
General Election on Tuesday, November 3, 2020, for the purpose of the election
of two Members of the City Council (District 2 and District 4) for the full four year
term of office.
SECTION 2. The county election department of the County of Orange is
authorized to canvass the returns of the General Municipal Election. The
election shall be held in all respects as if there were only one election, and only
one form of ballot shall be used. The election will be held and conducted in
accordance with the provisions of law regulating the statewide election.
SECTION 3. That the Board of Supervisors is requested to issue to the county
election department to take any and all steps necessary for the holding of the
consolidated election.
SECTION 4. The City of Seal Beach recognizes that additional costs will be
incurred by the County by reason of this consolidation and agrees to reimburse
the County for actual costs.
SECTION 5. The City Clerk is hereby directed to file a certified copy of this
resolution with the Board of Supervisors and the county election department of
the County of Orange.
SECTION 6. The City Clerk shall certify to the passage and adoption of this
resolution and enter it into the book of original resolutions.
PASSED, APPROVED and ADOPTED by the Seal Beach City Council at a
regular meeting held on the 8th day of June 2020 by the following vote:
AYES: Council Members: _____________________________________
NOES: Council Members: _____________________________________
ABSENT: Council Members: _____________________________________
ABSTAIN: Council Members: _____________________________________
Schelly Sustarsic, Mayor
ATTEST:
Gloria D. Harper, City Clerk
STATE OF CALIFORNIA }
COUNTY OF ORANGE } SS
CITY OF SEAL BEACH }
I, Gloria D. Harper, City Clerk of the City of Seal Beach, do hereby certify that the
foregoing resolution is the original copy of Resolution 7039 on file in the office of
the City Clerk, passed, approved, and adopted by the City Council at a regular
meeting held on the 8th day of June 2020.
Gloria D. Harper, City Clerk
RESOLUTION 7040
A RESOLUTION OF THE SEAL BEACH CITY COUNCIL
ADOPTING REGULATIONS FOR CANDIDATES FOR ELECTIVE
OFFICE PERTAINING TO CANDIDATE’S STATEMENTS
SUBMITTED TO THE VOTERS AT A GENERAL MUNICIPAL
ELECTION TO BE HELD ON TUESDAY, NOVEMBER 3, 2020
WHEREAS, §13307 of the Elections Code of the State of California provides that
the governing body of any local agency adopt regulations pertaining to materials
prepared by any candidate for a municipal election, including costs of the
candidates statement.
THE SEAL BEACH CITY COUNCIL DOES HEREBY RESOLVE AS FOLLOWS:
SECTION 1. GENERAL PROVISIONS. That pursuant to §13307 of the
Elections Code of the State of California, each candidate for elective office to be
voted for at the Election to be held in the City of Seal Beach on November 3,
2020 may prepare a candidate’s statement on an appropriate form provided by
the City Clerk. The statement may include the name, age, and occupation of the
candidate and a brief description of 200 words of the candidate’s education and
qualifications expressed by the candidate himself or herself. The statement shall
not include the party affiliation of the candidate, nor membership or activity in
partisan political organizations. The statement shall type written and filed in the
office of the City Clerk at the time the candidate’s nomination papers are filed.
The candidate’s statement may be withdrawn, but not changed, during the period
for filing nomination papers and until 5:00 p.m. of the next working day after the
close of the nomination period. The Nomination Filing period: July 13th through
August 7th, 2020.
SECTION 2: FOREIGN LANGUAGE POLICY. Pursuant to the Federal Voting
Rights Act, candidate’s statement will be translated into all languages required by
the County of Orange. The County is required to translate candidate’s
statements into Spanish, Chinese, Japanese, Korean, Tagalog, Vietnamese and
other languages. The County will mail separate voter information guides and
candidate’s statements in Spanish, Chinese, Japanese, Korean, Tagalog,
Vietnamese and other languages to those voters who are on the county voter file
as having requested a voter information guide in a particular language. The
County will make the voter information guides and candidate’s statements in the
required languages available at all vote centers, on the County’s website, and in
the Election Official’s office.
SECTION 3: PAYMENT.
A. The candidate shall be required to pay for the cost of printing the
candidate’s statement in English in the main voter pamphlet.
B. The candidate shall be required to pay for the cost of translating the
candidate’s statement into any foreign language that is not required as specified
in Section 2 above, pursuant to Federal and\or State law, but is requested as an
option by the candidate.
C. The City Clerk shall provide the candidate with the total cost of
printing, handling, translating, and mailing the candidate’s statements filed
pursuant to this section, including costs incurred as a result of complying with the
Voting Rights Act of 1965 (as amended). The cost varies by election, district and
by each city participating in the election. Each candidate that request to file a
candidate’s statement shall be required to pay the fixed non-refundable cost at
the time of filing.
The General Municipal Election (November 3, 2020) is consolidated with the
County of Orange and the Registrar of Voters office has determined the fixed
non-refundable cost for each city participating in the election.
D. Additionally, according to the City’s comprehensive fee schedule
there is a candidate’s filing fee of $25.00 (non-refundable).
SECTION 4. MISCELLANEOUS.
A.Candidate’s statement will comply with the formatting and
submission guidelines provided by the City Clerk from the Orange County
Registrar of Voters.
B. The City Clerk shall comply with all recommendations and
standards set forth by the California Secretary of State regarding occupational
designations and other matters relating to elections.
C. No candidate will be permitted to include additional materials
in the voters information guide.
SECTION 5. That the City Clerk shall provide each candidate or the candidate’s
representative a copy of this Resolution at the time nominating petitions are
issued.
SECTION 6. That all previous resolutions establishing City Council policy on
payment for candidate’s statements are repealed.
SECTION 7. That this Resolution shall apply only to the General Municipal
Election to be held on November 3, 2020 and the Municipal Run-off Election to
be held on January 26, 2021, if necessary, and shall then expire.
SECTION 8. That the City Clerk shall certify to the passage and adoption of this
Resolution and enter it into the book of original resolutions.
PASSED, APPROVED and ADOPTED by the Seal Beach City Council at a
regular meeting held on the 8th day of June 2020 by the following vote:
AYES: Council Members: _____________________________________
NOES: Council Members: _____________________________________
ABSENT: Council Members: _____________________________________
ABSTAIN: Council Members: _____________________________________
Schelly Sustarsic, Mayor
ATTEST:
Gloria D. Harper, City Clerk
STATE OF CALIFORNIA }
COUNTY OF ORANGE } SS
CITY OF SEAL BEACH }
I, Gloria D. Harper, City Clerk of the City of Seal Beach, do hereby certify that the
foregoing resolution is the original copy of Resolution 7040 on file in the office of
the City Clerk, passed, approved, and adopted by the City Council at a regular
meeting held on the 8th day of June 2020.
Gloria D. Harper, City Clerk
RESOLUTION 7041
A RESOLUTION OF THE SEAL BEACH CITY COUNCIL
PROVIDING FOR THE CONDUCT OF AN ALL MAIL BALLOT
MUNICIPAL RUN-OFF ELECTION IN THE EVENT NO
CANDIDATE RECEIVES A MAJORITY (50% PLUS 1) OF ALL
THE VOTES CAST AT THE GENERAL MUNICIPAL ELECTION
HELD ON NOVEMBER 3, 2020
THE SEAL BEACH CITY COUNCIL HEREBY RESOLVES AND ORDERS AS
FOLLOWS:
SECTION 1. Pursuant to City Charter §509, if no candidate for an office receives
a majority (50% plus 1) of all the votes cast for such office, there shall be a
Municipal Run-off Election and the two candidates receiving the highest number
of votes for such office at the General Municipal Election held on November 3,
2020 shall be the only candidates for such office printed upon the ballots at the
Municipal Run-off Election.
SECTION 2. Pursuant to City Charter §502, such Municipal Run-off Election
shall be held on Tuesday, January 26, 2021.
SECTION 3. Pursuant to Seal Beach Municipal Code §2.05.020, the City
Council hereby authorizes the Run-off Election be conducted through an all
mailed ballot election.
SECTION 4. The City Clerk shall certify to the passage and adoption of this
Resolution and enter it into the book of original resolutions.
PASSED, APPROVED and ADOPTED by the Seal Beach City Council at a
regular meeting held on the 8th day of June 2020 by the following vote:
AYES: Council Members: ____________________________________
NOES: Council Members: ____________________________________
ABSENT: Council Members: ____________________________________
ABSTAIN: Council Members: ____________________________________
____ _
Schelly Sustarsic, Mayor
ATTEST:
Gloria D. Harper, City Clerk
STATE OF CALIFORNIA }
COUNTY OF ORANGE } SS
CITY OF SEAL BEACH }
I, Gloria D. Harper, City Clerk of the City of Seal Beach, do hereby certify that the
foregoing resolution is the original copy of Resolution 7041 on file in the office of
the City Clerk, passed, approved, and adopted by the City Council at a regular
meeting held on the 8th day of June 2020.
Gloria D. Harper, City Clerk
Agenda Item L
AGENDA STAFF REPORT
DATE:June 8, 2020
TO:Honorable Mayor and City Council
THRU:Jill R. Ingram, City Manager
FROM:Steve Myrter, P.E., Director of Public Works
SUBJECT:Adoption of Updated Transportation Analysis Guidelines
Pursuant to Senate Bill 743
________________________________________________________________
SUMMARY OF REQUEST:
That the City Council adopt Resolution 7042 adopting the updated Transportation
Analysis Guidelines, dated June 2020.
BACKGROUND AND ANALYSIS:
Background
Starting July 2020, CEQA lead agencies including the City of Seal Beach will
need to conduct CEQA transportation analysis in conformance with Senate Bill
743 (SB-743). This Bill states that measures of vehicle congestion and delay will
no longer be accepted as an environmental impact.
A new metric for CEQA transportation analysis was developed by the Governor’s
Office of Planning and Research based on the vehicle miles traveled (VMT) of a
Proposed Project, which is the total distance of vehicle travel associated with a
Project. This shift in CEQA transportation metric promotes outcomes intended to
reduce reliance on automobile travel, which align with State goals for reducing
emissions, investing in multimodal transportation networks and encouraging
higher density in-fill development.
The two components of the vehicle miles traveled (VMT) are (1) the number of
vehicle trips generated, and (2) the distance they travel. The primary
determinants of vehicle trips are household demographics (i.e., their size and
composition), and their economic circumstances, particularly employment status
and income level. Distance of travel is influenced by the geographic distribution
of households, employment, schools, shopping and recreational destinations. In
general, VMT is lower in areas where there is a diversity of land uses in close
proximity (i.e., shortening trips), and where there are multimodal transportation
networks (i.e., reducing the need for vehicle travel).
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Since assessing total vehicle miles traveled would put larger projects at a
disadvantage and possibly discourage economic growth, an “Efficiency Metric” or
index of VMT by population and/or employment has been developed to consider
the trip purpose and trip productions-and-attractions. Population VMT includes
the production of all home-based origin and destination VMT, whereas,
Employment VMT includes all home-based work attractions and work-based
other production trips.
Threshold of Significance
The new CEQA guidelines provide for a number of screening criteria, by which a
project could be presumed to be less than significant without undergoing detailed
analysis.
• Projects that are too small to generate a significant number of trips.
• Transit Priority Areas – one-half mile in proximity to major transit stops.*
• Neighborhood retail that primarily serves the local community.
• Projects with a large amount of affordable housing units.
• Projects focused on services that primarily serve the community, such as
schools, parks, public buildings, daycare and libraries.
*It should be noted that there are no major transit stops in Seal Beach.
The following thresholds of significance are recommended based on project type:
• The City’s thresholds of significance for development projects and land
use plans is a project value residential VMT per capita and employment
VMT per employee at or above the City’s baseline average. A significant
impact would occur if the VMT per capita or VMT per employee exceeds
the citywide average VMT per population or per employee of the baseline.
• For transportation projects, a significant impact would occur if the project
would result in an increase to the total baseline VMT in the City (not
indexed to population nor employment).
As baseline data is regularly updated to be in compliance with the latest Orange
County Transportation Analysis Model (OCTAM), state and local legislation, and
CEQA, project thresholds of significance will be compared to the latest available
averages.
If a project exceeds the significance threshold, then it would need to be mitigated
to less than significance, through a Transportation Demand Management Plan
that could require on-site or off-site improvements to reduce the number of
vehicle trips from the proposed project.
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Differences between LOS and VMT
State law does not prohibit using the traditional operations-based level of service
(LOS) analysis for non-CEQA purposes; therefore, the City will be retaining
traditional level of service traffic studies to ensure adequate public infrastructure
consistent with General Plan policy.
The following notes the key metric differences under the new CEQA
transportation analysis:
• Impacts were previously evaluated based on adequacy of roadway
operation, where impacts will now be tied to greenhouse gas emissions.
• Activities were previously measured by congestion, where now it will be
the daily length of all trips per person or employee.
• The time period of traffic studies was previously analyzed primarily during
the morning and evening peak hours, whereas VMT will look at all travel
during the course of a day.
• LOS has focused on the amount and quality of vehicle infrastructure, while
VMT will be mostly influenced by land use patterns.
• LOS analyses looked at localized impacts, while VMT analyses will be
regional in nature (i.e., measuring all travel even outside of the City). The
farther away from the City trips are made, the greater the impact.
• LOS analysis mitigation focuses on vehicles, while for VMT mitigation will
focus on non-vehicle travel such as walking, biking, and transit.
Conclusion
This proposed policy update results from the requirements set forth in Senate Bill
743, which was developed following five years of development through over 200
stakeholder meetings, public meetings and outreach events statewide. The
proposed policy language ultimately encourages the reduction of and shorter
vehicle trips versus simply focusing upon the capacity of an intersection or road
segment.
On May 18, 2020, the Seal Beach Planning Commission adopted Resolution No.
20-06 recommending that the City Council adopt the updated Transportation
Analysis Guidelines.
ENVIRONMENTAL IMPACT:
The adoption of the Updated Transportation Analysis Guidelines, which is an
action consistent with Senate Bill (“SB”) 743, will not result in a direct or
reasonably foreseeable indirect physical change in the environment. Accordingly,
the Updated Transportation Analysis Guidelines are not a “project” within the
meaning of CEQA pursuant to Section § 15378(a) of the CEQA Guidelines. In
addition, the Updated Transportation Analysis Guidelines are not a “project”
within pursuant to Section 15378(b)(5) of the CEQA Guidelines and constitute an
action involving procedures for the protection of the environment, which is
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exempt from CEQA pursuant to 14 CCR Section 15308. Finally, if the Updated
Transportation Analysis Guidelines are determined to be subject to CEQA, they
are exempt therefrom because it can be seen with certainty that there is no
possibility that these amendments will have a significant effect on the
environment. pursuant to Section 15061(b)(3) of the CEQA Guidelines because
the proposed action falls under the general rule that CEQA applies only to
actions that have the potential for causing a significant effect on the environment,
and it can be seen with certainty that a public review will not have a significant
effect on the environment.
LEGAL ANALYSIS:
The City Attorney has reviewed and approved the resolution as to form.
FINANCIAL IMPACT:
There are no financial impacts associated with the adoption of the updated
Transportation Analysis Guidelines.
STRATEGIC PLAN:
This item is not applicable to the Strategic Plan.
MEASURE BB:
This item is not applicable to Measure BB, the Seal Beach Neighborhood and
Essential Services Protection Measure.
RECOMMENDATION:
That the City Council adopt Resolution 7042 adopting the updated Transportation
Analysis Guidelines, dated June 2020.
SUBMITTED BY: NOTED AND APPROVED:
Steve Myrter Jill R. Ingram
Steve Myrter, P.E., Director of Public Works Jill R. Ingram, City Manager
Prepared by: Iris Lee, Deputy Public Works Director/City Engineer
ATTACHMENTS:
A. Resolution 7042
B. Transportation Analysis Guidelines, June 2020
C. Planning Commission Resolution 20-06
RESOLUTION 7042
A RESOLUTION OF THE SEAL BEACH CITY COUNCIL
ADOPTING THE UPDATED TRANSPORTATION ANALYSIS
GUIDELINES PURSUANT TO SENATE BILL 743
WHEREAS, Governor Edmond. G. Brown signed Senate Bill (SB) 743 in 2013,
directing the Office of Planning and Research (OPR) to develop updated criteria
for measuring transportation impacts using alternative metrics that promote a
reduction in greenhouse gases, the development of multimodal transportation,
and a diversity of land uses, and,
WHEREAS, OPR released the proposed updates to the California Environmental
Quality Act (CEQA) in November 2017; and,
WHEREAS, the Natural Resources Agency released the Final Statement of
Reasons for Regulatory Action Amendments to the State CEQA Guidelines in
November 2018; and,
WHEREAS, the Office of Administrative Law approved the CEQA Guidelines on
December 28, 2019; including new CEQA Guidelines Section 15064.3 that
identifies vehicle miles traveled ("VMT") — meaning the amount and distance of
automobile travel attributable to a project — as the most appropriate metric to
evaluate a project's transportation impacts; and
WHEREAS, as a result, automobile delay, as measured by "level of service" and
other similar metrics, generally no longer constitutes a significant environmental
effect under CEQA; and
WHEREAS, the CEQA Guidelines Section 15064.7(b) allows lead agencies to
adopt thresholds of significance for the lead agency’s general use in its
environmental review process by ordinance, resolution, rule, or regulations,
developed through a public review process, and be supported by substantial
evidence; and,
WHEREAS, the City of Seal Beach have updated the Transportation Analysis
Guidelines pursuant to SB 743 and CEQA Guidelines Section 15064.3; and,
WHEREAS, on May 18, 2020, the Seal Beach Planning Commission adopted
Resolution No. 20-06 recommending that the City Council adopt the updated
Transportation Analysis Guidelines.
THE SEAL BEACH CITY COUNCIL DOES HEREBY RESOLVE:
Section 1. CEQA. The City Council hereby finds that the adoption of the
Updated Transportation Analysis Guidelines, which is an action consistent with
Senate Bill (“SB”) 743, will not result in a direct or reasonably foreseeable
indirect physical change in the environment. Accordingly, the Updated
Transportation Analysis Guidelines are not a “project” within the meaning of
CEQA pursuant to Section § 15378(a) of the CEQA Guidelines. In addition, the
Updated Transportation Analysis Guidelines are not a “project” within pursuant to
Section 15378(b)(5) of the CEQA Guidelines and constitute an action involving
procedures for the protection of the environment, which is exempt from CEQA
pursuant to 14 CCR Section 15308. Finally, if the Updated Transportation
Analysis Guidelines are determined to be subject to CEQA, they are exempt
therefrom because it can be seen with certainty that there is no possibility that
these amendments will have a significant effect on the environment. pursuant to
Section 15061(b)(3) of the CEQA Guidelines because the proposed action falls
under the general rule that CEQA applies only to actions that have the potential
for causing a significant effect on the environment, and it can be seen with
certainty that a public review will not have a significant effect on the environment.
Section 2. The City Council hereby adopts the updated Transportation
Analysis Guidelines, dated June 2020.
PASSED, APPROVED AND ADOPTED by the Seal Beach City Council at a
regular meeting held on the 8th day of June 2020 by the following vote:
AYES: Council Members
NOES: Council Members
ABSENT: Council Members
ABSTAIN: Council Members
Schelly Sustarsic, Mayor
ATTEST:
Gloria D. Harper, City Clerk
STATE OF CALIFORNIA }
COUNTY OF ORANGE } SS
CITY OF SEAL BEACH }
I, Gloria D. Harper, City Clerk of the City of Seal Beach, do hereby certify that the
foregoing resolution is the original copy of Resolution 7042 on file in the office of
the City Clerk, passed, approved, and adopted by the City Council at a regular
meeting held on the 8th day of June 2020.
Gloria D. Harper, City Clerk
TRANSPORTATION ANALYSIS GUIDELINES
Prepared by the City of Seal Beach Public Works
Steve Myrter, Director
Iris Lee, City Engineer
June 2020
PAGE 2 OF 20
Contents
TRANSPORTATION ANALYSIS OVERVIEW .............................................................................3
A TRAFFIC IMPACT STUDY GUIDELINES ...............................................................................4
WHEN IS A TRAFFIC IMPACT STUDY REQUIRED? ..........................................................4
TYPICAL TRAFFIC IMPACT STUDY OUTLINE....................................................................5
B CEQA TRANSPORTATION ASSESSMENT GUIDELINES..................................................11
WHEN IS A CEQA TRANSPORTATION ASSESSMENT REQUIRED? .............................11
CEQA ASSESSMENT FRAMEWORK.................................................................................12
APPENDICES.............................................................................................................................16
APPENDIX A - LEVEL OF SERVICE DEFINITIONS...........................................................17
APPENDIX B - INTERSECTION CAPACITY UTILIZATION WORKSHEET .......................18
INTERSECTION CAPACITY UTILIZATION WORKSHEET ................................................21
PAGE 3 OF 20
TRANSPORTATION ANALYSIS OVERVIEW
Transportation Analysis of proposed projects in the City of Seal Beach includes A)
operational analysis of the project impact of parking, site access, and intersection
operations consistent with the City’s General Plan; and B) environmental assessment
consistent with the California Environmental Quality Act (CEQA). Not all projects are
subject to these analyses and the requirement parameters are described in these
guidelines. Questions regarding traffic impact studies or environmental transportation
assessment should be directed to the City Engineer or designee at (562) 431-2527.
These guidelines are organized into two sections:
A.Traffic Impact Study Guidelines are conducted to ensure projects meet City
requirements for parking, site access, and intersection operations.
B.CEQA Transportation Assessment Guidelines for projects required to perform
environmental assessment for transportation impacts of vehicle miles traveled to
promote state goals of the reduction of greenhouse gas emissions, the development
of multimodal transportation networks, and a diversity of land uses.
PAGE 4 OF 20
A TRAFFIC IMPACT STUDY GUIDELINES
Traffic Impact Studies are conducted to ensure projects meet City requirements for
parking, site access and intersection operations.
The following are minimum requirements for a Traffic Impact Study for submittal to the
City of Seal Beach, California. In order to maintain consistency with the traffic reports
submitted by various applicants, these requirements must be fulfilled in addition to any
other special requirements, as will be discussed later in this document, before a Traffic
Study Report can be reviewed and/or accepted by the City. While a considerable
amount of details are presented below, the following will serve as a general overview of
the City’s current Traffic Study Report requirements. The City reserves the right to
modify these guidelines as necessary.
The City Engineer or designee, in conjunction with these guidelines, will make a
determination on the need for a Traffic Impact Study. Once this need is determined, the
City will formally notify the applicant. At this point, the applicant is required to have a
professional Traffic Engineer conduct the traffic study and prepare the report.
Once a Traffic Engineer has been selected, the selected Traffic Engineer shall contact
the City Engineer or designee at (562) 431-2527 to define the scope and the
parameters of the traffic study. Any special requirements and elements to be studied
beyond the scope of the minimum requirements will be determined at this point. These
minimum requirements must be met before the report is deemed complete.
WHEN IS A TRAFFIC IMPACT STUDY REQUIRED?
The determination of whether a Traffic Impact Study will be required is based on five
basic factors. These factors are:
1)A Traffic Impact Study (TIS) is required for new developments or for the expansion
of existing developments which are forecast to generate a minimum of 50 vehicles
per hour (total two-way) during the greater of the A.M. or P.M. peak hours. In
general, this lower limit includes:
Single family residential developments of 20 or more dwellings.
Multi-family residential developments of 30 or more dwellings.
Commercial developments of 5,000 square feet or more building area. All
commercial developments, regardless of size, which include any type of
restaurant, will require a TIS.
Office developments and industrial developments of 5,000 square feet or more.
All mixed use developments.
All car washes of any type.
Gas stations/convenience stores.
2)A TIS will also be required for all developments, regardless of size, located within
PAGE 5 OF 20
300 feet of the intersection of two arterial streets as defined in the General Plan or
for any developments fronting on two different streets, regardless of classification.
3)The presence of an existing or future traffic safety problem will require a TIS.
4)The location of the developments in an environmentally or otherwise sensitive area,
or in an area that generates controversy will require a TIS.
5)The presence of a near-by sub-standard intersection or street will require a TIS. The
sub-standard condition is normally considered to be level of service “D” or worse.
Other developments at or below these thresholds may be required by the City Engineer
or designee to submit a letter analysis.
TYPICAL TRAFFIC IMPACT STUDY OUTLINE
Each Traffic Impact Study submitted to the City of Seal Beach shall contain each of the
following elements unless the topic is entirely not applicable:
1)Executive Summary
2)Introduction
3)Area Development
4)Existing Street Systems
5)Project Description and Location
6)Traffic Generation Forecast
7)Traffic Distribution and Assignment
8)Traffic Impact Study
9)On-Site Parking and Circulation
10)Truck Service Impacts
11)Active Transportation Impacts
12)Transit Impacts
13)Construction Period Impacts
14)Mitigation Measures
Detailed descriptions of the above elements are presented below.
Executive Summary
This portion of the report should present factual and concise information relative to the
major issues. Pertinent information in this regard will include a brief overview of the
project, a short discussion of the projects traffic generation potential, the expected
impacts of the project and a summary of measures necessary to mitigate resultant
project impacts.
Introduction
A detailed description of study procedures, plus a general overview of the proposed
project site and study area boundaries, existing and proposed site uses, and existing
PAGE 6 OF 20
and proposed roadways and intersections within in the defined study area (defined
study area to be determined by City Engineer or designee). Exhibits required for this
section includes a regional map showing the project vicinity and a site layout map.
Area Development
A specific description of existing and proposed land uses surrounding the proposed
project site need to be provided. If the land uses differ from the general plan designation
for a particular parcel, it needs to be indicates in this section.
Existing Transportation System
This section will contain a definition of Regional and Local access including any CMP
roadway which will serve the proposed project. This includes all major access routes to
the site with descriptions of the most likely routes to be utilized.
Minimum information in this section shall include generalized geometric descriptions,
i.e. the particular roadway as classified by the Seal Beach General Plan with the
pavement and the right-of-way widths. A description is also required of existing traffic
volumes that use the particular facility (include the source of your traffic count
information). The adequacy of pedestrian facilities and the accessibility of bicycles and
from adjacent transit stops shall also be described.
An exhibit showing the various roadways in the study area and presenting peak hour
traffic count information, as well as a table showing daily (24-hour) volumes and Master
Planned roadway configurations, is required. All traffic counts used need to have been
surveyed within 12 months of the traffic study completion date unless otherwise
approved by the City Engineer or designee.
Project Description and Location
This section shall expand on information presented in the introduction giving a detailed
development scenario and specific project location. Exhibits in this section shall include,
at a minimum, a clear illustration of the project in terms of a site plan, its density,
adjacent roadways, on-site parking supply, proposed traffic circulation within the project,
gross square footage, number of rooms/units, phasing, and other descriptions as
appropriate. Any changes in these descriptors during the permitting and construction
processes will require an amendment to the study report.
Traffic Generation Forecast
The traffic generation section of the report will include trip generation estimates for the
project based on standard trip generation values established by the City Engineer or
designee. Typically, these values will be derived from Trip Generation, latest Edition,
published by the Institute of Transportation Engineers (ITE), but can be modified if the
applicant proposes specific and permanent measures to reduce the traffic generation
potential of the project.
However, to achieve reductions in estimated generation factors, the applicant must
describe, accurately and completely, the proposed measure, the estimated reduction in
PAGE 7 OF 20
trip generation, and the basis for the estimate. It is not sufficient to state information is
based on “past studies” without first presenting and reviewing these studies with the
City Engineer or designee prior to preparing the report. The applicant’s Traffic Engineer
should submit the proper documentation to prove the proposed reduction.
In all cases, the generation values must be displayed in terms of A.M., P.M., and
afternoon peak hour volumes as well as daily (24-hour) volumes. Some uses may
require traffic counts and studies during hours other than the peak hours, as determined
by the City Engineer or designee. Documented reductions to generated values as
discussed above or for “passer-by” and transit trips must be presented in the generation
forecast as well.
Traffic Distribution and Assignment
Traffic distribution shall be consistent with the distribution patterns currently being used
in the City. On that basis, the prospective applicant should consult with the City
Engineer or designee for this information particularly in regard to the different
distribution patterns for uses such as commercial, industrial, and residential. The City
Engineer or designee prior to starting the study must approve any deviations from this
concept.
The section is to include a description of the utilization of study area roadways by site-
generated traffic. An exhibit must be supplied with this section which presents projected
daily link volumes between intersections, as well as morning and afternoon peak house
turning movement volumes at intersections. All of this information is usually presented
on two exhibits: one presenting daily link volumes between intersections; and the
second illustrating morning and afternoon peak hour turning movement volumes within
the study area. However, with concurrence from the City, one exhibit could be
acceptable depending on the size of the report.
Traffic Impact Study
The traffic study will be the key to the report. Unless directed otherwise by the City
Engineer or designee, all reports will include a study of intersection operation as well as
midblock operation. The intersection analysis will be performed via the Intersection
Capacity Utilization (ICU) procedure as outlined in the appendix “B” to this document.
The link analysis shall follow the highway capacity manual method.
In all cases, the analysis of intersection operation must be formulated for existing
conditions and existing plus project conditions. Cumulative conditions need to be
addressed and will be utilized to assess impacts relative to development of additional
approved or in the process of being approved projects.
Three time frames will be addressed in the traffic impact study. These are:
1) Existing year.
2) Project completion year (One for each completed phase for multi-phase project).
3) General Plan target year (20 years in the future).
PAGE 8 OF 20
Additional time frames as designated by the City Engineer or designee may be required
for large multi-phased developments.
Also, a table is to be included which identifies the forecast Level of Service (LOS) for
each intersection within the defined study area. This summary table shall present LOS
for both the background and background plus project conditions for all scenarios.
Regardless of the location (i.e. either at or removed from the project location), specific
mitigation measures must be clearly identified in the text with supporting information
presented in the above table as well as on exhibits. These exhibits will show proposed
lane configurations, modified right-of-way requirements, signal modifications, and other
measures as required.
If the applicant wishes to propose quantifiable improvements or changes to the
circulation system, which may not appear to be strictly consistent with the Circulation
Element, or special assumptions as a basis for the traffic study, they shall provide a
description of such proposals in writing to the City, along with supporting data justifying
their use.
Unless otherwise defined by the City Engineer or designee, the following intersections
will be analyzed:
All signalized intersections within 1/2 mile of the project.
All intersections on arterial streets within 1 mile of the project where project traffic
represents 1% or more of the peak hour critical volumes entering the intersection.
All project site driveways.
The capacity of individual lane type to be used in the ICU calculations are as shown
below.
Left Turn Lanes – 1,600 vehicles per hour
Through Lanes – 1,700 vehicles per hour
Right Turn Lanes – 1,700 vehicles per hour
Shared Lanes – 1,600 vehicles per hour
Yellow clearance/lost time should always be 0.100.
Link analysis shall be performed on all sections of arterial highways and collector streets
within the project area where the daily project traffic after distribution to the street
system represents 1% or more of the total directional volume. For the purposes of this
report, links will be started and ended at each traffic signal and project entrance. High
accident locations significantly impacted by the project are to be analyzed and
mitigated. For the purpose of the high accident location, the level of significance is as
defined for the links and intersections.
PAGE 9 OF 20
On-Site Parking and Circulation
This section will assess the on-site vehicle and bicycle parking supply versus the
parking required per City codes. If the proposed development is of mixed-use type, a
table shall be included presenting each land use, its size, and the code parking
requirement.
This table should clearly indicate how the code parking was calculated and include the
proposed on-site parking supply together with the resultant surplus or deficit from code
requirements.
Should the on-site parking supply be less than required by the City code, a detailed
explanation justifying a reduction to the code requirement must be included. This does
not eliminate the need for any zoning code variance.
A discussion of on/off-site circulation shall be included in this section complete with
descriptions of the proposed access points, turn prohibitions, number of lanes
proposed, proposed bus stop locations, bicycle facilities, sidewalks and paths,
deceleration or acceleration lanes provided, turn pocket requirements, vehicle storage
length requirements, and any other applicable circulation issues.
Truck Service Impacts
A discussion of on/off-site delivery truck circulation shall be included in this section
complete with descriptions of the proposed access points, turn prohibitions, number of
lanes proposed, deceleration or acceleration lanes provided, turn pocket requirements,
vehicle storage length, most probably routes to the site requirements, and any other
applicable circulation issues.
This section will also address the on-site delivery docks versus the requirement based
on City code. This discussion should clearly indicate how the code requirement was
calculated.
Should the number of docks be less than required by the City code, a detailed
explanation justifying a reduction to the code requirement must be included. This does
not eliminate the need for any zoning code variance.
Active Transportation Impacts
A discussion of bicycle and pedestrian circulation shall include how the project will affect
the use, safety of, or condition of existing or planned facilities.
Transit Impacts
All transit stops within one-half mile of the project shall be described through their
scheduled service, condition, and access to and from the project site.
Construction Period Impacts
This section shall include a discussion of any unusual circumstances anticipated during
construction. Proposed roadway lane closures, construction signage, safety features,
PAGE 10 OF 20
and detours shall be included. The City of Seal Beach, in general, requires all lanes on
arterial roads shall be open to traffic during the periods from 6 to 9 AM and 4 to 7 PM.
At no time will any street capacity be reduced or closed without written permission of the
City Engineer or designee.
Mitigation Measures
All measures required to mitigate intersection or roadway links with a significant impact
on the Level-of-Service or high accident rate must be presented in this section. A table
presenting resultant Level-of-Service for existing plus project conditions with and
without mitigation shall be included. Appropriate text along with the sketches must be
provided detailing each mitigation measure assumed in the study and method(s) of
implementing those measures described. Unless otherwise prescribed by the City
Engineer or designee, the following increases in Intersection Capacity Utilization (ICU)
shall be deemed an impact and require mitigation.
Existing ICU Project Related Increase in ICU
0.00 – 0.69 0.06
0.70 – 0.79 0.04
0.80 – 0.89 0.02
0.90+0.01
Unless otherwise prescribed by the City Engineer or designee, intersections or roadway
links having five or more reported accidents within the most recent 12 month period
within significant influence of the project shall be analyzed and will require mitigation.
The level of significance is as listed above. This figure of five accidents is a generalized
figure used by the City as an indication of potential problems. The requirement for
mitigation will depend on the location, i.e. intersection or midblock, and configuration,
i.e. roadway width, number of lanes, sight distance, signalization, and the like.
Sketches illustrating proposed mitigation must be included, either in this section, the
appendix, or accompanying the report. These sketches shall include, as a minimum, the
existing intersection geometrics, striping, right-of-way, building locations (as applicable),
and the proposed modifications.
Recommended signal phasing shall be provided for suggested mitigation measures,
which will affect existing traffic signals as well as new traffic signal locations.
It should be noted improvements necessary as a result of project-related impacts could
become conditions of approval for the subject development. Improvement of the
roadways adjacent to the project, to at least half-width configuration, could also be a
condition of approval. Additional off-site traffic related improvements may be required as
determined by the City Engineer or designee on a project by project basis.
PAGE 11 OF 20
B CEQA TRANSPORTATION ASSESSMENT GUIDELINES
CEQA Transportation Assessments are required for environmental documentation in
conformance with Resources Code section 21099 directing lead agencies to use criteria
for determining the significance of transportation impacts that “promote the reduction of
greenhouse gas emissions, the development of multimodal transportation networks, and
a diversity of land uses.
Seal Beach, as a CEQA lead agency, developed the following analysis methodology,
significance thresholds, and mitigation measures to address potential significant
impacts in accordance with Title 14. Natural Resources, Division 6. California Natural
Resources Agency, Chapter 3. Guidelines for the Implementation of the California
Environmental Quality Act.
Beginning July 1, 2020 CEQA analysis for determining potential significant
transportation impacts transitioned from an automobile delay or capacity measure to a
vehicle miles traveled (VMT) metric in evaluating a project’s environmental impacts
under CEQA as required by Senate Bill (SB) 743. This necessitated a separation of
transportation analysis into two types, with section A) Traffic Impact Study Guidelines
no longer applicable for CEQA analysis.
CEQA Guidelines section 15064.3 establishes VMT as the most appropriate measure of
transportation impacts, shifting away from the level of service analysis that evaluated a
project’s impacts on traffic conditions on nearby roadways and intersections.
Section XVII of Appendix G (Environmental Checklist) includes the following
transportation items to be addressed in an initial study. Would the project:
a) Conflict with a program plan, ordinance or policy addressing the circulation system,
including transit, roadway, bicycle and pedestrian facilities?
b) Would the project conflict or be inconsistent with CEQA Guidelines section 15064.3,
subdivision (b)(1)?
c) Substantially increase hazards due to a geometric design feature (e.g., sharp curves
or dangerous intersections) or incompatible uses (e.g., farm equipment)?
d) Result in inadequate emergency access?
WHEN IS A CEQA TRANSPORTATION ASSESSMENT REQUIRED?
A CEQA Transportation Assessment is required for any project undergoing review
under CEQA. A project may be presumed to be less than significant if it meets one or
more screening criteria, or would require further study to determine potential significant
impacts.
PAGE 12 OF 20
The four outcomes of CEQA Transportation Assessment for a project are:
1)Screened from Further Analysis: Screened from analysis and presumed to be less
than significant based on screening thresholds.
2)Less than Significant: Not screened from analysis and CEQA Transportation
Assessment is conducted which found the project to be less than significant.
3)Less than Significant After Mitigation: Not screened from analysis and CEQA
Transportation Assessment is conducted which found the project to be potentially
significant, feasible mitigation measures are applied, and the project is less than
significant transportation impacts after mitigation.
4)Statement of Overriding Considerations: Not screened from analysis and CEQA
Transportation Assessment is conducted which found the project to be potentially
significant, feasible mitigation measures are applied and a project cannot achieve
less than significant transportation impacts after mitigation and a Statement of
Overriding Considerations is approved.
CEQA ASSESSMENT FRAMEWORK
CEQA transportation analysis in the City is focused on the impact of automobile and
light truck VMT from residents and employees. Project will be analyzed for the entire
VMT of their trips, including outside of the City. A Project’s change in VMT will be
analyzed and assessed on a per capita and/or per employee in order to use an
efficiency-based metric. These are compared to a baseline average City value to
determine potential significant transportation impact. VMT from heavy trucks are not a
component of the CEQA transportation analysis.
The tool used to calculate VMT and efficiency metrics of VMT will be the Orange County
Transportation Analysis Model (OCTAM) which is a subarea model of the Southern
California Association of Government’s (SCAG) travel demand model. Most projects will
be analyzed using the average VMT by trip type from the model traffic analysis zone
(TAZ) the project is located. Since VMT is primarily a function of the location of a
project, and the TAZ is the smallest geography in the Model, a project will be assumed
to have the same average VMT characteristics as neighboring development within the
TAZ. Contact the City Engineer or designee at (562) 431-2527 for VMT information.
For very large projects, as directed by the City Engineer, new model scenarios that
include the proposed project may need to be produced, provided it is based on methods
and assumptions approved by the City. The Project and citywide VMT outputs shall be
from the same model and model version as to be internally consistent for the CEQA
determination.
The SCAG travel demand model is updated every four years, with OCTAM updated
subsequently. Baseline VMT values will be updated when a new model is released. The
existing/baseline year of the model will be used for CEQA baseline conditions and the
future year (approximately 20 year forecast) scenario will provide future year and
PAGE 13 OF 20
cumulative analysis VMT information.
The format of the CEQA Transportation Assessment would vary depending on the
requirements of the environmental documentation, however it must conform to these
guidelines.
Screening Criteria
Since the SB 743 law is intended to provide CEQA relief to projects that support the
State’s GHG emission goals the screening of projects as presumed as less than
significant is an incentive for development in areas where vehicle trips are shorter or
where other modes of transportation are supported. The screening therefore limits the
technical analysis of CEQA transportation impacts to those projects which have the
potential of significant impacts.
The following project conditions are reviewed at the CEQA Checklist stage to determine
if a project can be presumed to have a less than significant CEQA transportation impact
or if a specialized study in conformance with these guidelines is required for the
determination. The City maintains discretion to approve a project applicant’s conditions
for a presumption of less than significant.
Small Projects: Projects that would generate less than 250 vehicles per day based on
the latest Institute of Transportation Engineers (ITE) Trip Generation Manual may be
presumed to be less than significant. As with other types of transportation analysis, the
trip generation of the current uses could be removed from the proposed project so only
net trips are assessed. A project demonstrating fewer and/or shorter trips leading to
lower VMT than existing conditions could be presumed to be less than significance.
Transit Priority Areas: Transit Priority Areas (TPAs) are located within 1/2 mile of a
major transit stop, and projects within them can be generally presumed to be less than
significant. A "major transit stop" is a rail transit station, a ferry terminal served by either
a bus or rail transit service, or the intersection of two or more major bus routes with a
frequency of service interval of 15 minutes or less during the morning and afternoon
peak commute periods. There are no current or planned TPAs in the City. The Electric-
Main bus stop served by OCTA and Long Beach Transit does not have frequent enough
service to be considered a “major transit stop”.
Retail Projects: By adding retail opportunities into the urban fabric and thereby
improving retail destination proximity, local-serving retail development tends to shorten
trips and reduce VMT. Thus, the City generally presumes such development creates a
less-than-significant transportation impact. Regional-serving retail development, on the
other hand, which can lead to substitution of longer trips for shorter ones, may tend to
have a significant impact.” Locally serving retail less than 50,000 square feet can be
presumed to be less than significant.
Affordable Housing: Adding affordable housing to infill locations generally improves
jobs-housing match, in turn shortening commutes and reducing VMT. Further, “… low-
wage workers in particular would be more likely to choose a residential location close to
PAGE 14 OF 20
their workplace, if one is available.” Evidence supports a presumption of less than
significant impact for a 100 percent affordable residential development (or the
residential component of a mixed-use development) in infill locations.
Community-Serving Projects: Similar to the screening of retail projects, community-
serving or municipal projects such as schools, parks, community centers, public
buildings, day care and libraries intended for local use could be presumed to have a
less-than-significant impact on transportation based on the discretion of the City.
Transportation Projects: Transportation projects not expected to increase VMT (such
as intersection turn lanes, signalization, bicycle, pedestrian, or transit projects), as
determined by the City’s Public Works Department, would be presumed to have a Less
Than Significant CEQA Transportation Impact.
Analysis Methodology
Projects not screened as Less Than Significant transportation impacts would be
required to undergo a CEQA Transportation Assessment. The OCTAM, or other similar
models as approved by the City Engineer, will be used to determine the project’s VMT.
Project VMT may be determined through new model runs or by using the VMT per
capita or employee for the current land uses in the model TAZ that would contain the
proposed project.
VMT is split into different land use and trip type components of home-based (residential)
VMT and work-based (employment) VMT. These VMT will be indexed by the number of
residents and the number of employees respectively. Therefore the two VMT metrics
are in the two following categories:
Residential VMT per capita: Home-Based Production VMT / Residential Population
Employment VMT per employee: Home-Based Work Attraction VMT and Work-
Based Production
In order to develop the VMT component of the metrics, travel demand model outputs by
trip purpose and productions and attractions must be considered. The delineation of
productions and attractions include both ends of an origin and destination trip. For
example, production VMT for home-based work trips represents the total VMT of all
commute trips VMT for people living in the City to and from wherever they work. The
attraction VMT represents the VMT of all people commuting to and from the City for
work no matter where they live.
Residential VMT includes the production of all home based VMT. Employment VMT
includes home-based work attraction and work-based other production.
The estimated number of residents will be based on city average, or other estimates of
the full occupancy of the residential units of a proposed project. Number of employees
may be estimated using Typical Employment Conversion Factors from the Orange
County Subarea Modeling Guidelines Manual or the ITE Trip Generation Manual.
PAGE 15 OF 20
The maximum internal capture of persons residing in and working in a mixed use
development shall be three percent of the residents. The maximum average VMT
reduction for residents of affordable housing units shall be four percent (e.g. a 100
percent affordable housing development could reduce average VMT per capita by a
maximum of four percent whereas a 50 percent affordable housing development could
reduce average VMT per capita by a maximum of two percent).
Thresholds of Significance
The City’s thresholds of significance for development projects and land use plans is a
project value residential VMT per capita and employment VMT per employee at or
above the City’s baseline average. A significant impact would occur if the VMT per
capita or VMT per employee exceeds the citywide average VMT per population or per
employee of the baseline.
For Transportation Projects, a significant impact would occur if the project would result
in an increase to the total baseline VMT in the City (not indexed to population nor
employment).
Mitigation Measures
CEQA requires an environmental impact report identify feasible alternatives and
mitigation measures that could avoid or substantially reduce a project’s significant
environmental impacts (Pub. Resources Code, § 21002.1, subd. (a)).
If a significant transportation impact is identified for a project, it will be the Project
applicant’s responsibility to submit a mitigation measure plan to reduce impacts to Less
Than Significant. Options include provision of on-site transportation infrastructure, on-
site transportation demand management, off-site infrastructure improvements including
roadway improvements for active transportation and multimodal infrastructure, or off-site
multimodal improvements. The City Engineer or designee will review, make necessary
changes and approve the TDM plan.
PAGE 16 OF 20
APPENDICES
Detailed appendix material is to be supplied as part of the report. If the main report is
too large to include an appendix, such material shall be provided under a separate and
identifiable cover. Typical material in this regard includes traffic counts, ICU calculation
work sheets, HCM Link Analysis worksheets, fully completed signal warrants, accident
diagrams at high accident locations, sketches of proposed mitigation measures, and
other information necessary for the City’s review of the report.
PAGE 17 OF 20
APPENDIX A
LEVEL OF SERVICE DEFINITIONS
For intersections, Level of Service is described in terms of Intersection Capacity
Utilization (ICU). This ICU calculation, shown in Appendix B, quantifies the delay
experienced by drivers at the intersection.
Table 1 – Intersection Level of Service Definitions
LEVEL OF
SERVICE OPERATING CONDITION ICU
VALUE
A Free flowing, virtually no delay. Minimal traffic <0.60
B Free low and choice of lanes. Delays are minimal. All
cars clear intersection easily.0.60-0.69
C
State flow. Queue at signal starting to get relatively
long. Delays starting to become a factor but still within
“acceptable” limits.
0.70-0.79
D
Approaching unstable flow. Queues at intersection are
quite long but most cars clear intersection on their
green signal. Occasionally, several vehicles must wait
for a second green signal. Congestion is moderate
0.80-0.89
E
Severe congestion and delay. Most of the available
capacity is used. Many cars must wait through a
complete signal cycle to clear the intersection.
0.90-0.99
F
Excessive delay and congestion. Most cars must wait
through more than one on one signal cycle. Queues are
very long and drivers are obviously irritated.
>1.00
For areas of roadways situated between intersections, LOS is described via a “mid-
block roadway link” analysis. Highway capacity manual-Chapter 15 is used to find the
Level-of-Service provided under section “Mitigation Measures’ and duplicated here for
quick reference.
PAGE 18 OF 20
APPENDIX B
SAMPLE ICU CALCULATIONS
INTERSECTION CAPACITY UTILIZATION WORKSHEET
PROJECTA Any Project
N-S STREETB Any Street E-W STREETC Any Avenue
TIMED ANALYSTE Semore Green
DATEF February 28, 2021_
TRAFFICG BACKGROUND TIME FRAMEH CURRENT
PROJECT BUILDOUT
YEAR
APPROACH
DIRECTION
MOVEMENT VOLUMEI
(VPH)
LANESJ CAPACITYK V/C
RATIOL
CRITICAL
VALUEM
LEFT 242 2 3200 0.076 ***
THRU 830 2 3400 0.258NB
RIGHT 47 0
LEFT 138 2 3200 0.043
THRU 871 2 3400 0.345 ***SB
RIGHT 302 0
LEFT 280 1 1600 0.175 ***
THRU 286 2 3400 0.084EB
RIGHT 237 1 1700 0.139
LEFT 149 1 1600 0.093
THRU 548 2 3300 0.232 ***WB
RIGHT 217 0
SUM OF CRITICAL MOVEMENTSP 0.827
YELLOW CLEARANCEQ 0.1
ICU VALUER 0.927
LEVEL OF SERVICE E
AM PEAK HOUR
PM PEAK HOUR
N
O
PAGE 19 OF 20
A Enter the name of the development being studied at the location.
B Enter the name of the North-South street of the intersection being analyzed.
C Enter the name of the east-west street of the intersection being analyzed.
D Enter an “X” to indicate the time being analyzed. If the time is other than the AM or PM peak period,
enter the time period being analyzed.
E Enter the name of the person doing the analysis at this intersection.
F Enter the date on which the traffic count was taken. Note that this is not the date the analysis was
performed.
G Enter an “X” to indicate the type of traffic being used in the study. If the traffic type is not listed, indicate
the type.
H Enter an “X” to indicate the time frame of the traffic listed. If the time is for some year other than the
current year or build out year, indicate the year.
I Use this column to enter the traffic volume for each turning movement on each approach for the time
period being analyzed.
J Enter the number of lanes for each movement on each approach. Do not use “1/2” lanes to indicate
shared lanes. For example, the westbound approach in the example CU worksheet has three lanes.
The left lane is an exclusive left-turn lane, the center lane is a through movement only lane, and the
curb lane is a shared through/right turn lane. This column indicates 1 for the left turn lane, 2 as the
number of through lanes and no right turn lanes. Traffic volumes for the right turns would be added to
the through movement in the calculations.
K Enter the capacity for each movement as the sum of the lane capacity for that type of movement times
the number of lanes. Use the following capacities:
Left turn lanes – 1600 vehicles per lane per hour through lanes – 1700 vehicles per lane per hour
Right turn lanes – 1700 vehicles per lane per hour shared lanes – 1600 vehicles per lane per hour
Referring to the westbound approach in the example, the capacity for the through movement is 3300
vehicles per hour, reflecting 1700 for the exclusive thorough lane, and 1600 for the shared
through/right turn lane.
PAGE 20 OF 20
L Enter the Volume to Capacity ratio (V/C) for each movement in this column. In the sample problem,
the V/C ratio of the northbound through movement is (830+47) divided by 3400, or 0.258. The V/C
ratio of the westbound through movement is (548 + 217) divided by 3400, or 0.225.
M Indicate if the V/C ratio is the critical V/C ratio for this approach
N The critical V/C ratios for the north-south street are determined by comparing the sum of the
northbound left turn V/C ratio plus the larger of the southbound through movement V/C ratio or the
south bound right turn V/C ratio to the sum of the south bound left turn V/C ratio plus the larger of the
northbound through movement V/C ratio or the northbound right turn V/C ratio and determining the
greater. In this case, 0.076 + 0.345 = 0.424 which is greater than 0.043 + 0.258 = 0.301, meaning that
the former V/C ratios are the critical movements. Since the through movements and the right turn
movements can be made at the same time, only the larger of these two is critical.
O The critical V/C ratios for the east-west street are determined by comparing the sum of the eastbound
left turn V/C ratio plus the larger of the westbound through movement V.C ratio or the westbound right
turn V/C ratio to the sum of the westbound left turn V/C ratio plus the larger of the eastbound through
movement V/C ratio or the eastbound right turn V/C ratio and determining the greater. In this case,
0.232 + 0.175 = 0.408 which is greater than 0.093 + 0.139 = 0.232, meaning the former V/C ratios are
the critical movements. Note that since the through movements and the right turn movement can be
made at the same time, only the larger of these two is critical.
P Sum the critical movement values determined above. In the sample, this would be
0.076+0.345+0.175+0.232=0.828.
Q Add in the time allowance for lost time/yellow clearance. This will always be 0.100.
R Sum the critical movement values and the yellow clearance and indicate the level of service. In the
sample, 0.828 + 0.100 = 0.928. This would be a level of service “E”.
S A M P L E
CY W/OUT PROJECT CY WITH PROJECT CY+ PROJECT+ACCUMALATIVE
PROJECTS
AM PEAK PM PEAK AM PEAK PM PEAK CHANGE IN ICU AM PEAK PM PEAK CHANGE IN ICU
INTERSECTION
ICU LOS ICU LOS ICU LOS ICU LOS AM PM ICU LOS ICU LOS AM PM
SIGNIFICANT
IMAPCT?
ALTNTIC AT
HELLMAN
W/OUT IMPRMT
WITH IMPRMT
GARVEY
W/OUT IMPRMT
WITH IMPRMT
PCY W/OUT PROJECT PCY WITH PROJECT PCY+ PROJECT+ACCUMALATIVE PROJECTS
AM PEAK PM PEAK AM PEAK PM PEAK CHANGE IN ICU AM PEAK PM PEAK CHANGE IN ICU
INTERSECTION ICU LOS ICU LOS ICU LOS ICU LOS AM PM ICU LOS ICU LOS AM PM
SIGNIFICANT IMAPCT?
ALTNTIC AT
HELLMAN
W/OUT IMPRMT
WITH IMPRMT
GARVEY
W/OUT IMPRMT
WITH IMPRMT
GPTY W/OUT PROJECT GPTY WITH PROJECT GPTY+ PROJECT+ACCUMALATIVE PROJECTS
AM PEAK PM PEAK AM PEAK PM PEAK CHANGE IN ICU AM PEAK PM PEAK CHANGE IN ICU
INTERSECTION ICU LOS ICU LOS ICU LOS ICU LOS AM PM ICU LOS ICU LOS AM PM
SIGNIFICANT IMAPCT?
ALTNTIC AT
HELLMAN
W/OUT IMPRMT
WITH IMPRMT
GARVEY
W/OUT IMPRMT
WITH IMPRMT
CY CURRENT YEAR
PCY PROJECT COMLETION YEAR
GPTY GENERAL PLAN TARGET YEAR
RESOLUTION NO 20-06
A RESOLUTION OF THE PLANNING COMMISSION OF THE
CITY OF SEAL BEACH RECOMMENDING THAT THE CITY
COUNCIL ADOPT THE UPDATED TRANSPORTATION
ANALYSIS GUIDELINES PURSUANT TO SENATE BILL 743
WHEREAS, Governor Edmond. G. Brown signed Senate Bill (SB) 743 in 2013,
directing the Office of Planning and Research (OPR) to develop updated criteria
for measuring transportation impacts using alternative metrics that promote a
reduction in greenhouse gases, the development of multimodal transportation,
and a diversity of land uses, and,
WHEREAS, OPR released the proposed updates to the California Environmental
Quality Act (CEQA) in November 2017; and,
WHEREAS, the Natural Resources Agency released the Final Statement of
Reasons for Regulatory Action Amendments to the State CEQA Guidelines in
November 2018; and,
WHEREAS, the Office of Administrative Law approved the CEQA Guidelines on
December 28, 2019, including new CEQA Guidelines section 15064.3 that
identifies vehicle miles traveled ("VMT") — meaning the amount and distance of
automobile travel attributable to a project — as the most appropriate metric to
evaluate a project's transportation impacts; and
WHEREAS, as a result, automobile delay, as measured by "level of service" and
other similar metrics, generally no longer constitutes a significant environmental
effect under CEQA; and
WHEREAS, the CEQA Guidelines Section 15064.7(b) allows lead agencies to
adopt thresholds of significance for the lead agency’s general use in its
environmental review process by ordinance, resolution, rule, or regulations,
developed through a public review process, and be supported by substantial
evidence; and,
WHEREAS, the City of Seal Beach has updated its Transportation Analysis
Guidelines pursuant to SB 743 and CEQA Guidelines Section 15064.3; and,
WHEREAS, on May 18, 2020, the Planning Commission considered staff’s
presentation and reviewed the updated Transportation Analysis Guidelines.
THE PLANNING COMMISSION OF THE CITY OF SEAL BEACH DOES
HEREBY RESOLVE:
Section 1. CEQA. The Planning Commission hereby finds that the adoption
of the Updated Transportation Analysis Guidelines, which is an action consistent
with Senate Bill (“SB”) 743, will not result in a direct or reasonably foreseeable
indirect physical change in the environment. Accordingly, the Updated
Transportation Analysis Guidelines are not a “project” within the meaning of
CEQA pursuant to Section § 15378(a) of the CEQA Guidelines. In addition, the
Updated Transportation Analysis Guidelines are not a “project” within pursuant to
Section 15378(b)(5) of the CEQA Guidelines and constitute an action involving
procedures for the protection of the environment, which is exempt from CEQA
pursuant to 14 CCR Section 15308. Finally, if the Updated Transportation
Analysis Guidelines are determined to be subject to CEQA, they are exempt
therefrom because it can be seen with certainty that there is no possibility that
these amendments will have a significant effect on the environment. pursuant to
Section 15061(b)(3) of the CEQA Guidelines because the proposed action falls
under the general rule that CEQA applies only to actions that have the potential
for causing a significant effect on the environment, and it can be seen with
certainty that a public review will not have a significant effect on the environment.
Section 2. Recommend that the City of Seal Beach City Council adopt the
updated Transportation Analysis Guidelines pursuant to SB 743.
PASSED, APPROVED AND ADOPTED by the Seal Beach Planning
Commission at a meeting held on the May 18, 2020 by the following vote:
AYES: Commissioners
NOES: Commissioners
ABSENT: Commissioners
ABSTAIN: Commissioners
Mariann Klinger
Chairperson
ATTEST:
Les Johnson
Planning Commission Secretary
Agenda Item M
AGENDA STAFF REPORT
DATE: June 8, 2020
TO: Honorable Mayor and City Council
THRU: Jill R. Ingram, City Manager
FROM: Philip L. Gonshak, Chief of Police
SUBJECT:Municipal Code Amendment Prohibiting the Use of Electronic
Smoking Devices Where Conventional Cigarettes Are
Prohibited
________________________________________________________________
SUMMARY OF REQUEST:
That the City Council introduce, read by title only, and waive further reading of
Ordinance 1685, an Ordinance of the City Council of the City of Seal Beach
Amending the Seal Beach Municipal Code to Ban the Use of Electronic
Cigarettes or Other Smoking Devices Wherever the Use of Cigarettes or Other
Conventional Tobacco Products are Prohibited in the City.
BACKGROUND AND ANALYSIS:
Seal Beach Municipal Code (SBMC) §9.05.060 and §7.55.010 prohibits smoking
on the beach, pier, and City parks. However, the sections relate only to the use
of conventional methods of smoking such as “carrying or holding of a lighted
pipe, cigar, cigarette or any other lighted smoking product or equipment used to
burn any tobacco product, weed, plant or another combustible substance, the
lighting of a pipe, cigar, cigarette or similar device; and the exhaling of gaseous
products and particles created by the use of a lighted pipe, cigar, cigarette or
similar device.” The SBMC does not prohibit the use of electronic smoking
devices in areas where “traditional” smoking is prohibited.
The frequent use of electronic cigarettes, which emit a smoke-like vapor similar
in appearance to the exhaled smoke from cigarettes and other conventional
tobacco products, involuntarily exposes members of the public to potentially
dangerous secondhand byproducts. The use also undermines enforcement of
no-smoking laws, and threatens to undermine compliance with smoking
regulations and reverse the progress that has been made in establishing a social
norm that smoking is not permitted in certain locations.
It is well understood that tobacco smoking is a hazard to the health of the general
public. Studies demonstrate that smoking is a hazard to the health of those who
smoke. Smoking is responsible for the premature death of thousands of people
Page 2
each year from lung cancer, heart disease, respiratory illness, and other
diseases. The Environmental Protection Agency (EPA) has concluded that
secondhand tobacco smoke is a human carcinogen and responsible for over
3,000 lung cancer deaths in nonsmoking adults each year. Therefore,
secondhand smoke is a proven health hazard to those who are present in
confined spaces.
Credible studies have demonstrated that there are health concerns regarding the
use of electronic smoking devices by users of the devices and bystanders. The
Centers for Disease Control and Prevention has reported that from 2011-2012,
the use of electronic cigarettes by U.S. middle and high school students more
than doubled.
Despite the potential use of electronic smoking devices as an aid to quitting
smoking, the products are not approved by the U.S Food and Drug
Administration (FDA) for smoking cessation or treatment of any health concerns.
An analysis by the FDA found that electronic cigarettes do contain carcinogens,
including nitrosamines as well as toxic chemicals such as diethylene glycol.
Although electronic smoking devices do not produce the same smoke as
conventional tobacco product cigarettes, they can produce a cloud of vapors
containing unknown substances and produce unpleasant odors. The possible
health effects of bystanders breathing or absorbing these vapors through their
skin is unknown.
Nicotine is contained in most electronic smoking devices. Nicotine is a highly
addictive neurotoxin included in the Proposition 65 list of Chemicals Known to the
State to Cause Cancer or Reproductive Toxicity and is known to cause birth
defects. Nicotine is a component of the emissions from electronic smoking
devices containing nicotine and involuntarily exposes non-users to nicotine.
Scientific studies and FDA testing demonstrated that the solutions in electronic
smoking devices contained toxic chemicals and that labelling often
misrepresented nicotine content contained in the devices.
There are products approved by the FDA for smoking cessation. To date,
scientific studies have not demonstrated the benefit of electronic smoking
devices for smoking cessation and these devices are not approved by the FDA
for smoking cessation.
The use of electronic smoking devices in locations where the smoking of tobacco
is prohibited may cause confusion and uncertainty, and make it more difficult to
enforce smoke free environments and other prohibitions on smoking tobacco.
Further, there are sources of heat or combustion in electronic smoking devices
that can cause fire or personal injury dangers.
Therefore, it is appropriate to regulate the use, sale and distribution of electronic
cigarettes in the same manner as cigarettes and other traditional tobacco
products.
Page 3
Survey of Municipalities:
A survey was conducted of all municipalities in Orange County, and all beach
cities in San Diego, Los Angeles, and Orange Counties.
47% of all Orange County cities prohibit electronic cigarettes where
traditional cigarettes are prohibited.
57% of all Orange County Beaches prohibit electronic cigarettes on the
beach.
100% of San Diego beaches prohibit electronic cigarettes on the beach.
100% of San Diego beaches prohibit electronic cigarettes on the beach.
The State of California beaches also prohibit electronic cigarettes.
When all San Diego, Los Angeles, and Orange County beaches are
combined, 80% of all beaches prohibit the use of electronic cigarettes on
the beach.
Page 4
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ENVIRONMENTAL IMPACT:
There is no environmental impact related to this item.
LEGAL ANALYSIS:
The City Attorney has reviewed and approved as to form.
FISCAL IMPACT:
There is no financial impact for this item.
STRATEGIC PLAN:
This resolution is directly related to the City Council strategic objective of
enhancing public health and safety.
MEASURE BB:
This item is not applicable to Measure BB, the Seal Beach Neighborhood and
Essential Services Protection Measure.
RECOMMENDATION:
That the City Council introduce, read by title only, and waive further reading of
Ordinance 1685, an Ordinance of the City Council of the City of Seal Beach
Amending the Seal Beach Municipal Code to Ban the Use of Electronic
Cigarettes or Other Smoking Devices Wherever the Use of Cigarettes or Other
Conventional Tobacco Products are Prohibited in the City.
SUBMITTED BY: NOTED AND APPROVED:
Phillip Gonshak Jill R. Ingram
Philip L. Gonshak, Chief of Police Jill R. Ingram, City Manager
Prepared by: Sergeant Nick Nicholas
Attachments:
A. Ordinance 1685
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ORDINANCE 1685
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SEAL
BEACH PROHIBITING THE USE OF ELECTRONIC SMOKING
DEVICES IN PUBLIC PARKS, ON BEACHES, AND ON THE SEAL
BEACH PIER
WHEREAS, the City Council has previously determined that because tobacco use, and
the resultant exposure to secondhand smoke and other tobacco byproducts, cause
death and disease and impose great social and economic costs, smoking should be
prohibited in public parks, on the beach and the Seal Beach Pier; and
WHEREAS, the U.S. Food and Drug Administration (FDA) has preliminarily found that
the use of electronic smoking devices (commonly called “vaping”) can also harmfully
affect human health, and that, because electronic smoking devices are often marketed
in appealing flavors, the use of such devices can increase nicotine addiction among
young people and may lead to their use of conventional tobacco products. Electronic
cigarettes, electronic cigars, electronic cigarillos, electronic pipes, electronic hookahs,
vape pens, and similar electronic smoking devices are generally designed to look like or
be used in the same manner as conventional tobacco products; and
WHEREAS, State laws regulating tobacco and tobacco products do not, with limited
exceptions regarding smoking in the workplace, preempt or otherwise prohibit the
adoption of local standards, or enforcement of local ordinances, that impose greater
restrictions than the standards imposed therein. It is therefore the intent of the City
Council to protect public health and safety by supplementing applicable state and
federal law and not to duplicate or contradict any such law, and this Ordinance shall be
construed consistently with that intent; and
WHEREAS, the use of electronic smoking devices also can introduce a source of
combustion into areas of fire risk, such as the Seal Beach Pier.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF SEAL BEACH HEREBY
ORDAINS AS FOLLOWS:
Section 1. The City Council finds that each fact set forth in the preceding recitals is
true and correct.
Section 2. Subsection I of Section 7.55.010 (Park Use Restrictions) of the Seal Beach
Municipal Code is hereby amended to read as follows (text to be added is underlined
and text to be deleted is shown in strikethrough):
“I. No person shall smoke. For purpose of this section 7.55.010, the term “smoke”
includes without limitation the following: carrying or holding of a lighted pipe, cigar,
cigarette or any other lighted smoking product or equipment used to burn any tobacco
product, weed, plant or another combustible substance (“similar device” hereinafter); the
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lighting of a pipe, cigar, cigarette or similar device; and the exhaling of gaseous
products and particles created by the use of a lighted pipe, cigar, cigarette or similar
device. For the purpose of this section 7.55.010, the term “smoke” also includes the
use of an Electronic Smoking Device, which is defined as an electronic or battery-
operated device, the use of which may resemble smoking and may be referred to as
“vaping,” that can be used to deliver an inhaled dose of nicotine or other substances.
An Electronic Smoking Device includes the nicotine or other substances used in or
produced by any such device, whether manufactured, distributed, marketed, sold, or
given as an electronic cigarette, e-cigarette, electronic cigar, electronic cigarillo, pipe,
hookah, or any other similar device or product name or descriptor. The term Electronic
Smoking Device does not include any medical inhaler prescribed by a licensed doctor,
or any other product specifically approved by the United States Food and Drug
Administration for use in the mitigation, treatment, or prevention of diseases. No person
shall intimidate, threaten any reprisal, or effect any reprisal, for the purpose of retaliating
against another person who seeks to obtain compliance with this section. Violations of
this section shall constitute an infraction unless prosecuted pursuant to the
administrative citation procedure of this code.”
Section 3. Subsection J of Section 7.55.010 (Park Use Restrictions) of the Seal Beach
Municipal Code is hereby amended to read as follows (text to be added is underlined
and text to be deleted is shown in strikethrough):
“J. No person shall scatter, throw, place, discharge, deposit or leave, or cause, suffer
or permit to be scattered, thrown, placed, discharged, deposited or left, any refuse
matter, waste matter, rubbish, garbage, lighted or unlighted cigars or cigarettes, cigar
butts, cigarette butts or any other tobacco-related waste, waste from Electronic Smoking
Devices as defined in Section 7.55.010(I), effluent, carcasses or remains of any
creature, or any portion thereof, paper, empty containers, remnants of any food or other
waste, trash or broken glass, nails, tacks, dirt, or any substance or material whose
presence at a park might result in injury to any person. Notwithstanding the preceding, a
person may discard items in receptacles designated for such items. Violations of this
section shall constitute an infraction unless prosecuted pursuant to the administrative
citation procedure of this code.”
Section 4. Section 9.05.060 (Smoking on Pier or Beach) of the Seal Beach Municipal
Code is hereby amended to read as follows (text to be added is underlined and text to
be deleted is shown in strikethrough):
“It shall be unlawful to smoke in or on the city pier or any public beach. For purpose of
this section, the term “smoke” includes without limitation the following: carrying or
holding of a lighted pipe, cigar, cigarette or any other lighted smoking product or
equipment used to burn any tobacco product, weed, plant or another combustible
substance (“similar device” hereinafter); the lighting of a pipe, cigar, cigarette or similar
device; and the exhaling of gaseous products and particles created by the use of a
lighted pipe, cigar, cigarette or similar device. For the purpose of this section, the term
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“smoke” also includes the use of an Electronic Smoking Device, which is defined as an
electronic or battery-operated device, the use of which may resemble smoking and may
be referred to as “vaping,” that can be used to deliver an inhaled dose of nicotine or
other substances. An Electronic Smoking Device includes nicotine or other substances
used in or produced by any such device, whether manufactured, distributed, marketed,
sold , or given as an electronic cigarette, e-cigarette, electronic cigar, electronic cigarillo,
pipe, hookah, or any other similar device or product name or descriptor. The term
Electronic Smoking Device does not include any medical inhaler prescribed by a
licensed doctor, or any other product specifically approved by the United States Food
and Drug Administration for use in the mitigation, treatment, or prevention of diseases.
No person shall intimidate, threaten any reprisal, or effect any reprisal, for the purpose
of retaliating against another person who seeks to obtain compliance with this section.
Violations of this section shall constitute an infraction unless prosecuted pursuant to the
administrative citation procedure of this code.”
Section 5. If any provision of this Ordinance is held invalid by a court of competent
jurisdiction, such provision shall be considered a separate, distinct and independent
provision and such holding shall not affect the validity and enforceability of the other
provisions of this Ordinance.
Section 6. The City Clerk shall certify to the adoption of this Ordinance, and the City
Clerk shall cause this Ordinance or a summary thereof to be published as required by
law.
INTRODUCED by the City Council of the City of Seal Beach on this 8th day of June,
2020, by the following vote:
AYES:
NOES:
_____________________
Schelley Sustarsic, Mayor
ATTEST:
____________________________
Gloria D. Harper, City Clerk
APPROVED AS TO FORM
____________________________
Craig Steele, City Attorney
Agenda Item N
AGENDA STAFF REPORT
DATE:June 8, 2020
TO:Honorable Mayor and City Council
THRU:Jill R. Ingram, City Manager
FROM:Les Johnson, Community Development Director
SUBJECT:Ratification of Sub-Recipient Agreement Between the
County of Orange and the City of Seal Beach for
Coronavirus Relief Funds for Economic Support Provided
by the City
________________________________________________________________
SUMMARY OF REQUEST:
That the City Council approve Resolution 7043 ratifying a Sub-Recipient
Agreement between the County of Orange and the City of Seal Beach for
coronavirus relief funds to provide economic support to small businesses in Seal
Beach.
BACKGROUND AND ANALYSIS:
During their May 26, 2020 meeting, the Orange County Board of Supervisors
directed County Executive Officer Frank Kim to execute sub-recipient
agreements with the District 2 cities in order to transfer the allocation of $75
million in CARES Act funding for small business economic support. The
Agreement will allow for the City of Seal Beach to directly administer grants to
qualified small businesses consistent with the CARES Act. District 2 was
allocated $15 million and the District allocation is based upon the latest Census
track population count. This resulted in an allocation amount of $562,802.94 to
the City of Seal Beach.
The identified CARES Act funding is limited to “expenditures related to the
provision of grants to Small Businesses to reimburse the costs of business
interruption caused by required closures and unemployment insurance costs
related to the COVID-19 public health emergency if such costs were not
otherwise reimbursed by the federal government.” The Agreement also identifies
a small businesses are being an independently owned and operated business,
where the principal office is located in Seal Beach, has 100 or fewer employees
and average annual gross receipts of $15 million or less over the past three
years. Seal Beach is responsible for administering the grant program, must
adhere to the Single Audit Act, must provide a progress report and final report to
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the County, must maintain records in accordance with the County requirements,
and must expend the funds by no later than December 30, 2020.
Due to the need to quickly execute the Sub-Recipient Agreement, City Manager
Ingram signed the Agreement on May 29, 2020 under her authority as a result of
the related COVID-19 local emergency declaration. The attached resolution
provides formal ratification of the Agreement. The agreement provides for the
County to disburse the funds to the City no later than ten days following
execution of the agreement. The City received the funds on June 2, 2020 and
placed them into a separately identified account to be disbursed to the business
community once the grant program begins. Staff is in the process of researching
and establishing criteria and standards for a grant program, which will be
recommended to City Council during the June 22, 2020 meeting.
ENVIRONMENTAL IMPACT:
There is no environmental impact related to this item.
LEGAL ANALYSIS:
No legal analysis is required for this item.
FINANCIAL IMPACT:
Ratification of the Agreement will confirm the City’s intent to administer a small
business grant program. The City of Seal Beach has received $562,802.94 of
CARES Act funding from the County of Orange. Use of these funds is restricted
by the CARES Act and further restricted by the County of Orange based on
provisions set forth in the Agreement and can only be used to provide economic
support to small businesses located within the City. Additional City Council
action will be required in order to allow for proper distribution and use of these
funds.
STRATEGIC PLAN:
This item is not applicable to the Strategic Plan.
MEASURE BB:
This item is not applicable to Measure BB, the Seal Beach Neighborhood and
Essential Services Protection Measure.
RECOMMENDATION:
That the City Council approve Resolution 7043 ratifying a Sub-Recipient
Agreement between the County of Orange and the City of Seal Beach for
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coronavirus relief funds to provide economic support to small businesses in Seal
Beach.
SUBMITTED BY: NOTED AND APPROVED:
Les Johnson Jill R. Ingram
Les Johnson, Community Development Director Jill R. Ingram, City Manager
ATTACHMENTS:
A. Resolution 7043
B. OC Sub-Recipeint Agreement CARES Act Exhibit A
RESOLUTION 7043
A RESOLUTION OF THE SEAL BEACH CITY COUNCIL
RATIFYING A SUB-RECIPIENT AGREEMENT BETWEEN THE
COUNTY OF ORANGE AND THE CITY OF SEAL BEACH FOR
CORONAVIRUS RELIEF FUNDS FOR ECONOMIC SUPPORT
PROVIDED BY THE CITY
WHEREAS, on February 26, 2020, the County of Orange Health Officer declared
a local health emergency based on an imminent and proximate threat to public
health from the introduction of COVID-19 in Orange County; and
WHEREAS, on March 2, 2020, the Orange County Board of Supervisors adopted
Resolution No. 2020-11 ratifying the local health emergency declared by the
County Health Officer; and
WHEREAS, on March 4, 2020, the Governor of the State of California declared a
State of Emergency to exist in California as a result of the threat of COVID-19;
and
WHEREAS, on March 13, 2020, the President of the United States issued a
Proclamation of Declaring a National Emergency concerning the COVID-19
outbreak; and
WHEREAS, the Seal Beach City Manager, as the Director of Emergency
Services, proclaimed on March 13, 2020 a Local Emergency for the 2020
Coronavirus Pandemic pursuant to Seal Beach Municipal Code Section
3.25.020, to protect public health, safety and welfare, and to enhance the City’s
ability to mobilize local resources, coordinate interagency response, accelerate
procurement of vital supplies, use mutual aid, and seek potential reimbursement
by the State and Federal governments; and
WHEREAS, on March 19, 2020, the Seal Beach City Council adopted resolution
7013 ratifying the local emergency previously declared by the City Manager; and
WHEREAS, the Coronavirus Aid, Relief, and Economic Security (CARES) Act
was passed by Congress and signed into law by the President of the United
States on March 27, 2020; and
WHEREAS, the CARES Act established the Coronavirus Relief Fund and
Orange County received an allocation of funds from this Fund; and
WHEREAS, the CARES Act provides that payments from the Coronavirus Relief
Fund may only be used to cover costs that (1) are necessary expenditures
incurred due to the public health emergency with respect to COVID-19; and (2)
were not accounted for in the budget most recently approved as of March 27,
2020 (date of enactment of the CARES Act) for the State or local government;
and (3) were incurred during the period that begins March 1, 2020 and ends on
December 30, 2020; and
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WHEREAS, the Orange County Board of Supervisors has authorized the
distribution of $15 million in CARES Act Coronavirus Relief Funds to Orange
County cities located in the County’s Second District, of which Seal Beach is
located, based upon the 2010 US Census figures for the economic support of
small businesses within the Second District; and
WHEREAS, in order to provide funds for the City of Seal Beach to pay necessary
expenditures it has or will incur providing economic support to small businesses
in the City of Seal Beach due to the COVID-19 public health emergency, the
parties of the Sub-Recipient Agreement have agreed that Orange County shall
transfer the grant amount described in the Agreement to the City of Seal Beach.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF SEAL BEACH
DOES HEREBY RESOLVE:
Section 1. That the City Council hereby ratifies the Sub-Recipient Agreement
between the County of Orange and the City of Seal Beach for Coronavirus relief
funds for economic support provided by the City of Seal Beach (Exhibit A).
PASSED, APPROVED, and ADOPTED by the City Council at a regular meeting
held on the 8th day of June, 2020 by the following vote:
AYES: Council Members _______________________________________
NOES: Council Members
ABSENT: Council Members
ABSTAIN: Council Members
Schelly Sustarsic, Mayor
ATTEST:
___
Gloria D. Harper, City Clerk
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STATE OF CALIFORNIA }
COUNTY OF ORANGE } SS
CITY OF SEAL BEACH }
I, Gloria D. Harper, City Clerk of the City of Seal Beach, do hereby certify that the
foregoing resolution is the original copy of Resolution 7043 on file in the office of
the City Clerk, passed, approved, and adopted by the City Council at a regular
meeting held on the 8th day of June, 2020
Gloria D. Harper, City Clerk