HomeMy WebLinkAbout2025-04-22 | Special Meeting (Study Session)
CITY OF HERMOSA BEACH
CITY COUNCIL
POST-MEETING SPECIAL—STUDY SESSION AGENDA
Call and Notice of Special Meeting:
FY 2025-2026 CAPITAL IMPROVEMENT PROGRAM STUDY SESSION
Tuesday, April 22, 2025
5:00 PM
Council Chambers
1315 Valley Drive
Hermosa Beach, CA 90254
CITY COUNCIL
Dean Francois, Mayor
Rob Saemann, Mayor Pro Tem
Mike Detoy, Councilmember
Ray Jackson, Councilmember
Michael D. Keegan, Councilmember
David Pedersen, City Treasurer
APPOINTED OFFICIALS
Suja Lowenthal, City Manager
Patrick Donegan, City Attorney
EXECUTIVE TEAM
Brandon Walker, Administrative Services Director
Myra Maravilla, City Clerk
Lisa Nichols, Community Resources Director
Paul LeBaron, Police Chief
Joe SanClemente, Public Works Director
AMERICANS WITH DISABILITIES ACT OF 1990
To comply with the Americans with Disabilities Act of 1990, Assistive Listening Devices (ALD) are
available for check out at the meeting. If you require special assistance to participate in this meeting,
you must call or submit your request in writing to the Office of the City Clerk at (310) 318-0204 or at
cityclerk@hermosabeach.gov at least 48 hours before the meeting.
PARTICIPATION AND VIEWING OPTIONS
Hermosa Beach City Council meetings are open to the public and are being held in person in the City
Hall Council Chambers located at 1315 Valley Drive, Hermosa Beach, CA 90254. Public comment is
only guaranteed to be taken in person at City Hall during the meeting or prior to the meeting by
submitting an eComment for an item on the agenda. As a courtesy only, the public may view and
participate on action items listed on the agenda via the following:
Zoom: https://us02web.zoom.us/j/89968207828?
pwd=bXZmWS83dmxHWDZLbWRTK2RVaUxaUT092
•
Phone: Toll Free: (833) 548 0276; Meeting ID: 899 6820 7828, then #; Passcode: 472825 •
eComment: Submit an eComment no later than three (3) hours before the meeting start time.•
Supplemental Email: Supplemental emails are available for agenda items only and must be
sent to cityclerk@hermosabeach.gov. Supplemental emails should indicate the agenda item
and meeting date in the subject line and must be received no later than three (3) hours
before the meeting start time. Emails received after the deadline but before the meeting ends
will be posted to the agenda the next business day. Emails received after the deadline but
before the meeting ends will be posted to the agenda the next business day. Writings
distributed to all, or majority of all, of the City Council after the agenda has been posted shall
be available for inspection at the City Clerk's Office located at 1315 Valley Drive, Hermosa
Beach, CA 90254 during regular business hours.
•
Please be advised that while the City will endeavor to ensure these remote participation methods are
available, the City does not guarantee that they will be technically feasible or work all the time.
Further, the City reserves the right to terminate these remote participation methods (subject to Brown
Act restrictions) at any time and for whatever reason. Please attend in person or by submitting an
eComment to ensure your public participation.
Similarly, as a courtesy, the City will also plan to broadcast the meeting via the following listed
mediums. However, these are done as a courtesy only and not guaranteed to be technically feasible.
Thus, in order to guarantee live time viewing and/or public participation, members of the public shall
attend in Council Chambers.
Cable TV: Spectrum Channel 8 and Frontier Channel 31 in Hermosa Beach •
YouTube: https://www.youtube.com/c/CityofHermosaBeach90254 •
Live Stream: www.hermosabeach.gov/agenda •
Cablecast App: Available on supported devices and smart TVs•
If you experience technical difficulties while viewing a meeting on any of our digital platforms, please
try another viewing option. View City Council staff reports and attachments at
www.hermosabeach.gov/agenda.
Page 2 of 324
Pages
PLEASE TAKE NOTICE that the Mayor of the City of Hermosa Beach has called a Special
Meeting of the City Council to take place at 5:00 PM on April 22, 2025, to consider and take
action on only those matters set forth on the agenda below.
1.CALL TO ORDER—CLOSED SESSION 5:00 PM
2.ROLL CALL
3.PUBLIC COMMENT ON THE CLOSED SESSION AGENDA 6
This Public Comment period is limited to Closed Session agenda items only.
Public Comment is limited to three (3) minutes per speaker.
4.RECESS TO CLOSED SESSION
4.a APPROVAL OF MINUTES OF CLOSED SESSION HELD ON APRIL 8,
2025
4.b PUBLIC EMPLOYEE PERFORMANCE EVALUATION
Pursuant to Government Code Section 54957
Title: City Attorney
4.c PUBLIC EMPLOYEE APPOINTMENT
Government Code Section 54957
Title: City Attorney
4.d PUBLIC EMPLOYEE PERFORMANCE EVALUATION
Pursuant to Government Code Section 54957
Title: City Manager
5.CALL TO ORDER—STUDY SESSION 6:00 PM
6.PLEDGE OF ALLEGIANCE
7.ROLL CALL
8.ANNOUNCEMENTS—UPCOMING CITY EVENTS
9.PROCLAMATIONS/PRESENTATIONS
9.a RECOGNIZING CONGRESSMAN TED LIEU FOR HIS SUPPORT OF
TWO VITAL COMMUNITY PROGRAMS: HBCARES AND REAL TIME
CRIME CENTER (RTCC)
22
10.PUBLIC COMMENT ON STUDY SESSION AGENDA ONLY
The public is invited to attend and provide public comment on the Study Session
agenda only. No general public comment will be taken during the Study
Session. Public comments are limited to three minutes per speaker. The time
allotted per speaker may be modified due to time constraints at the discretion of
the Mayor or City Council. Another period is reserved for public comment on the
Study Session topic only during item 14.
No action will be taken on matters raised during public comment, except that the
Council may take action to schedule issues raised during public comment for a
future agenda. Speakers with comments regarding City management or
departmental operations are encouraged to submit those comments directly to
Page 3 of 324
the City Manager.
11.OPENING REMARKS
12.STUDY SESSION TOPIC
12.a FISCAL YEAR 2025–26 CAPITAL IMPROVEMENT PROGRAM STUDY
SESSION - 25-PW-025
24
(Public Works Director Joe SanClemente)
Recommended Action:
Staff recommends City Council:
Review and provide comment regarding the FY 2025–26
Capital Improvement Program (CIP) including proposed project
funding and sequencing;
1.
Review and provide comment regarding the Additional Matters
for City Council Consideration outlined in the report; and
2.
Receive and file the FY 2025–26 Capital Improvement Program
Study Session Report.
3.
Recommended Action:
To continue item 12a to a future agenda.
13.COUNCIL QUESTIONS ON STUDY SESSION TOPIC ONLY
14.PUBLIC COMMENT ON STUDY SESSION TOPIC ONLY
The public is invited to attend and provide public comment on the Study Session
agenda only. No general public comment will be taken during the Study
Session. Public comments are limited to three minutes per speaker. The time
allotted per speaker may be modified due to time constraints at the discretion of
the Mayor or City Council.
No action will be taken on matters raised during public comment, except that the
Council may take action to schedule issues raised during public comment for a
future agenda. Speakers with comments regarding City management or
departmental operations are encouraged to submit those comments directly to
the City Manager.
15.COUNCIL DISCUSSION ON STUDY SESSION TOPIC ONLY
16.OTHER MATTERS
16.a REVIEW OF CIP 619–KELLY COURTS IMPROVEMENTS - 25-PW-026 226
CEQA: The Project is exempt under the California Environmental
Quality Act (“CEQA”) pursuant to CEQA Guidelines section 15301
(Existing Facilities) and section 15302 (Replacement and
Reconstruction). The proposed work is an alteration of existing public
structures or facilities involving no expansion of existing use. The
proposed work consists of reconstructing existing court structures to
current standards where the new courts will be located on the same site
as the structure replaced and will have the same purpose and capacity
as the structure replaced. No exceptions to the CEQA exemption apply.
(Public Works Director Joe SanClemente)
Page 4 of 324
Recommended Action:
Staff recommends City Council:
Review Capital Improvement Program (CIP) Project 619–Kelly
Court Improvements; and
1.
Authorize the Director of Public Works to readvertise CIP
619–Kelly Courts Improvements.
2.
16.b REPORT TO COUNCIL REGARDING A CEASE AND DESIST LETTER
SENT BY FRANK ANGEL; REQUEST TO AUTHORIZE MAYOR TO
EXECUTE AND SEND RESPONSE LETTER
284
CEQA: The City finds that this action is not a project under the California
Environmental Quality Act pursuant to Public Resource Code § 21065
and State Guidelines Section §§ 15061(b) & 15378.
(City Attorney Patrick Donegan)
Recommended Action:
Staff recommends City Council:
Acknowledge receipt of the Cease and Desist Letter, and, to
reflect the City’s commitment to transparency, authorize the
Mayor to execute and send a response letter (in substantially
the same form attached hereto as Attachment 1) in order to
avoid unnecessary litigation, but without admitting any violation
of the Ralph M. Brown Act in connection with the challenged
action; or
1.
Provide alternative direction to staff.2.
16.c REPORT TO COUNCIL REGARDING AN ANONYMOUS CURE AND
CORRECT LETTER - 25-CA-012
299
CEQA: The City finds that this action is not a project under the California
Environmental Quality Act pursuant to Public Resource Code § 21065
and State Guidelines Section §§ 15061(b) & 15378.
(City Attorney Patrick Donegan)
Recommended Action:
Staff recommends City Council:
Receive a report on the anonymous “cure and correct” letter
sent to the City and direct the City Attorney to send a response
letter pursuant to Government Code section 54960.1(c)(2)
informing the anonymous drafter that the City Council
determined that the “cure and correct” letter asserts Brown Act
violations where no violations occurred and that the City
Council will not cure and correct the challenged action; or
1.
Provide alternative direction.2.
Recommended Action:
To continue the preliminary budget to May 29, 2025.
17.ADJOURNMENT
Page 5 of 324
From:Ann Yang
To:Reanna Guzman
Subject:Fw: Upcoming Agenda Item
Date:Monday, April 21, 2025 4:50:54 PM
FYI
From: Rachel Nyback <rnyback@stcross.org>
Sent: Friday, April 18, 2025 6:00 PM
To: City Council <citycouncil@hermosabeach.gov>
Subject: Upcoming Agenda Item
Dear Council Members,
I would like to begin by noting that I am writing this message on Good Friday—traditionallyone of the busiest days of my year, with numerous responsibilities and preparations underway
for the Easter weekend. Nonetheless, I feel compelled to pause and address an agenda itemthat I believe warrants serious reconsideration.
It has come to my attention that the upcoming closed session includes a Public EmployeeEvaluation concerning City Manager Suja Lowenthal. I am deeply concerned by this, as it
appears to be occurring outside of her regular annual review process. I respectfully questionthe rationale behind this decision, especially in light of her demonstrable contributions to the
City of Hermosa Beach.Under Ms. Lowenthal’s leadership, we have witnessed significant progress. The Capital
Improvement Projects have expanded notably during her tenure. It was through her influenceand leadership that Chief LeBaron applied for and was appointed as our Police Chief.
Together, they have achieved what I have not seen in over 20 years of living in HermosaBeach: a fully staffed Police Department—an extraordinary accomplishment, especially given
current nationwide staffing challenges.Additionally, Ms. Lowenthal’s thoughtful engagement helped facilitate important
conversations with St. Cross, ultimately leading to their willingness to participate in theHousing Element—something that had previously seemed unlikely. Her steady presence has
brought much-needed stability to a role that, prior to her arrival, saw frequent turnover.It is my sincere hope that this evaluation is not rooted in personality conflicts, which, while
not uncommon in city government, should not overshadow performance and results. ShouldMs. Lowenthal depart Hermosa Beach under these circumstances, I fear it will significantly
hinder our ability to attract high-caliber candidates in the future. Such a decision may send atroubling message about the stability and professionalism of our City Council.
I urge you to consider the long-term implications of this evaluation and to weigh Ms.Lowenthal’s substantial achievements and dedication to our city.
Thank you,The Rev. Dr. Rachel Anne Nyback
--
The Rev. Dr. Rachel Anne Nyback (she/her)Rector, St. Cross Episcopal Church
Hermosa Beach, CA
Page 6 of 324
Outlook
Tonight's closed session- Evaluation of City Manager Suja Lowenthal
From Karen Klink <klinky2@yahoo.com>
Date Tue 4/22/2025 2:52 PM
To City Clerk <cityclerk@hermosabeach.gov>; City Council <citycouncil@hermosabeach.gov>
You don't often get email from klinky2@yahoo.com. Learn why this is important
Concerns about City Manager Evaluation....
I recently learned that some City Council Members have placed an evaluation of City Manager Suja Lowenthal on the agenda for a
closed session. However, I have concerns about the lack of transparency and information surrounding this evaluation. As a result, I
find it challenging to support this evaluation without a clearer understanding of what's behind it.
The need for transparency is paramount in this situation. What specific actions or decisions has Suja Lowenthal taken that warrant an
evaluation of her performance? Is there a particular issue or incident that has raised concerns? I think it's crucial that the public is
informed about the reasons behind this evaluation, especially if it may impact her job security. Without this information, it's difficult
for me to understand the justification for this evaluation.
It would also be helpful to know what Suja's staff thinks about her performance. Are there any internal concerns or issues that have
led to this evaluation? Or is this a personal issue or disagreement with certain council members? I believe that understanding the
perspectives of those who work with Suja Lowenthal could provide valuable context for this evaluation.
Given the current state of the city, I question whether this evaluation is necessary at this time. With many projects underway and a
strong Police Department, I worry that adding uncertainty and potential destabilization may not be in the best interest of the city.
While I may not always agree with Suja's decisions or those of the city council, I haven't seen any evidence that warrants her dismissal
or significant disciplinary action. I believe it's essential to evaluate her performance based on facts and a thorough understanding of
her actions, rather than on speculation or personal opinions.
Much Gratitude,
Karen Klink
Daughter, Advocate, Essential Caregiver
310-339-9761
Page 7 of 324
Outlook
Support for CIty Manager Suja Lowenthal
From Kathy Welch <kwelch0424@gmail.com>
Date Sat 4/19/2025 3:03 PM
To City Clerk <cityclerk@hermosabeach.gov>
You don't often get email from kwelch0424@gmail.com. Learn why this is important
Dear City Clerk, City Council and all involved City Officials,
My name is Kathy Welch and I am writing to show my support for our city Manager, Suja Lowenthal. I have been a Hermosa Beach resident for 45 years and a
homeowner for over 40 after moving from Manhattan Beach where I was born and raised.
As a resident, I have been grateful and proud to live in Hermosa Beach and benefit from the best little beach city in California, mainly due to our government
which includes our police department, public works, and City Manager. I have been a part of CPAB (Citizens Police Advisory Board) for about 8 years now andhave become more aware of the solid direction that our current city manager has provided our city for the last almost 7 years.
Suja has brought to our city calm, directed, and balanced leadership. She works hard to ensure our community has the resources it needs to accomplish its
goals in a thoughtful and productive manner. Suja is a primary reason for such a high retention rate in our city staff, including our police department. We have
no police officer openings currently and have not lost an officer in 4-5 years. That is a reflection of strong leadership that people want to be a part of.
Suja embodies a winning team and people are drawn to winners. Please do not be swayed by a vocal minority who want to have Suja fired as our City Manager.
While it may be legal, this surprise, closed door meeting being held on Tue 4/22/25 is just like a back room, covert attempt to advance a few people's agenda in
order to stir things up in the city. While it may be legal, something this drastic should not be held without public input.
I will do everything I can to show my support for Suja.
Respectfully submitted,
Kathy Welch
854 Bard Street, HB
310 895-0335
Page 8 of 324
Outlook
City Manager Performance Review
From Russ Gilbert <russgilbert.hb@gmail.com>
Date Tue 4/22/2025 11:45 AM
To Mayor Pro Tem Rob Saemann <rsaemann@hermosabeach.gov>
Cc City Clerk <cityclerk@hermosabeach.gov>
Some people who received this message don't often get email from russgilbert.hb@gmail.com. Learn why this is important
Rob,
I wanted to take a moment to express a concern regarding the unscheduled performance review for Suja Lowenthal on the council agenda this evening.
There seems to be a prevailing idea among many of my friends and neighbors that you would be voting for her removal, despite a string of positive reviews
and, as far as I can tell, a fairly notable string of successes.
The idea that you would act at the behest of a small group of loud and irrationally angry residents who in general run counter to the opinions and preferences
of the vast majority of Hermosa residents, and whose hyperbolic "concerns" are usually complete fiction is extremely troubling.
I think of Carolyn Petty's passionate insistence that, if allowed, Tattoo shops or Cannabis delivery would destroy the fabric of Hermosa. These claims were madeloudly and repeatedly over months and years, and the reality simply doesn't match the false rhetoric she continues to insist is somehow true.
Of even more concern is Michael Keegan's alliance with Kent Allen, who are on video committing petty larceny together. In Kent's case that's not even the only
time he's done so.
I have a lot of firsthand knowledge of Kent's bullying, lies, and crimes, as he's falsely accused me of a felony, harassed my wife and 70 year old mother to the
point where I've had to submit multiple police reports, and terrorized Polly Schneider, a beloved former schoolteacher in her 90's over something as silly as tree
removal.
If youi'd like to see the Police reports, they are here:https://www.dropbox.com/scl/fo/dolg8lg6zl3630oeuzhmr/AG6IQfwMz0vDpQJ3M4x9tSE?rlkey=0pyxtjbetnioea84hb0synktj&dl=0
Kent seems to believe he's "in the know" on something that's "going down" tonight, and is stating publicly that is the case.
I'm sure I don't need to tell you that, if true, his apparent foreknowledge of the coordination of 3 council members would appear to constitute a Brown Act
Violation. I'd hope he's simply lying here, as is his habit, and you have no intention of voting to remove Suja.
Page 9 of 324
More than that, given objective metrics like completion of public works projects and her previous glowing performance reviews, it would seem to leave the city
open to a wrongful termination lawsuit. That's before we get into the chaos a sudden removal of such an active manager would cause, and the likely cascading
resignations of her key employees.
There is no upside to this beyond placating a small group of mean spirited malcontents, and from what I know of you I don't think the effective halt and reversal
of years of progress under your watch is the legacy you want to leave. Make no mistake, that's the only logical outcome of removing a city manager under these
circumstances.
If there is information not available to the public, that needs to be brought up in public council session, not rammed through in private session with no feedback
from the voters who by and large support Suja and her people.
Finally, the incredible public support she seems to have inspired really ought to be the end of the discussion.
I'd love to discuss this with you further if schedule permits. I can be reached at 513-484-2586.
Russ Gilbert
Loma Dr, 90254
Page 10 of 324
Outlook
City Manager
From catherine Hesse <cupkate7@icloud.com>
Date Tue 4/22/2025 11:50 AM
To City Clerk <cityclerk@hermosabeach.gov>
Cc Katie Janson <whirlyk8@gmail.com>
You don't often get email from cupkate7@icloud.com. Learn why this is important
My name is Catherine Vernon and my address is 2554 Ardmore Ave Hermosa Beach.
Thank you for reading my email.
Placing the city manager review out of the normal schedule doesn’t feel right and should be a public conversation. This should not be closed door.
Two city council members (Francois and Keegan) have been openly discussing firing our city manager with other stakeholders and elected officials (Seeman) before a
conversation has been had locally at council. This is wrong.
Hermosa Beach has made massive progress in the last several years including completing many community improvement projects and a fully staffed police
department with competitive salaries. This isn’t by accident. Our town is small and attracting competent police is difficult if we do not pay competitively.
Your city council leaders (Keegan and Francois) are planning what appears to be a coup and have already asked Carolyn Petty to step in as city manager. This isn’t a decision
they can and should make.
Thank you!
Catherine Vernon
Page 11 of 324
Outlook
HERMOSA PIE last day baking is tomorrow
From Hermosa Fields <hermosafields1@gmail.com>
Date Sat 4/19/2025 9:36 AM
To City Clerk <cityclerk@hermosabeach.gov>
Hi!
I wanted to take a moment to say goodbye to you, many of the residents don't realise what a difficult function and position City Clerk occupies. I am so proud
to have you and all of the employee of Hermosa as business partners and friends. Hermosa Pie was successful because of the efforts of you, Doug Krause, the
building and permitting dept. The city council and Mayor.
I and my son William owe a deep sincere appreciation for this city's obvious transparency. You are hard working, open and honest at all times. I have several
University degree, I speak 4 different languages fluently and have worked all over the world as a wine and food professional. My last years in this line of work
were spent here at home in Hermosa Beach. I have never experienced such a smoothly operating and helpful city government.
I would like to pay particular attention to two individuals who have taken years to garner my support and trust.
It's no secret that I have contributed over 1 million dollars in revenue to the South Bay and the greater Los Angeles area in my purchasing power, bills, taxes andlicensing fees. It's what we do when we own important local businesses. Businesses drive the local economy.
If you could please share with the city council my heartfelt gratitude for Your city's service and support of me, my son and Hermosa Pie. I would like to
commend the council for hiring Paul LaBaron as Chief. He is an amazing, hard working dedicated man who obviously loves our small beach town.
The second most amazing person I need to thank is Mrs. Suja Lowenthal.
We were struggling as a shop, Covid and the post Covid economy almost wiped us out. I was not a recipient of any financial aid during that crisis. I don't believe
in that. All of us have to work twice as hard when times are tough, so we can keep a thriving, safe and successful neighborhood and city.
You know who taught me those values?
Suja. She was able to explain to me how important all of the little businesses are to Hermosas success and strength. I was ready to throw in the towel and
declare bankruptcy. If Suja hadn't taken the time to talk with me, and explain city programs and goals with me, I wouldn't have made it through those dark days.
As a learned professional, I ask only that you share this with our mayor and city council. I couldn't have been the successful father, community leader andbusiness that we are. Without Suja's guidance. I am so glad I listened to her.
I love Hermosa Beach as much as I love my profession. So thank you, from the bottom of my heart.
Sincerely,
Chef David Wallace
Owner Hermosa Pie and Cake Co. Llc.
Page 12 of 324
Outlook
Concerns Regarding 04/22 Agenda
From Jacene Dimson <jacened@gmail.com>
Date Tue 4/22/2025 1:59 PM
To City Clerk <cityclerk@hermosabeach.gov>
Cc Jacene Dimson <jacened@gmail.com>
You don't often get email from jacened@gmail.com. Learn why this is important
Hello,
My name is Jacene Dimson and I’m reaching out as concerned business owner in Hermosa Beach.
I’d like to understand why there is an agenda item today for a review of our city manager. This is not part of the normal schedule and I strongly feel that is not
right.
THIS SHOULD BE A PUBLIC CONVERSATION.
It is unfair and wildly bothersome that some council members have been openly discussing firing our city manager before a conversation has been had at council.
We desperately need stability and that is not what I expect from elected officials. We need decorum and progress.
The city has made significant progress in the last several years including completing many community improvement projects and a fully staffed police department. I credit our current city manager.
Hermosa is a better version of itself today because of Suja. If we are to assess her effectiveness, it should be public and on regular schedule.
Thank you for your consideration of my thoughts.
Sincerely,
Jacene Dimson
—
Jacene Dimson
310.930.5667
Page 13 of 324
Outlook
Comment in support of City Manager, Suja Lowenthal-4/22 City Council Meeting
From Kamala Horwitz <kamalamh@icloud.com>
Date Tue 4/22/2025 12:22 PM
To City Council <citycouncil@hermosabeach.gov>; City Clerk <cityclerk@hermosabeach.gov>
You don't often get email from kamalamh@icloud.com. Learn why this is important
I am a resident of Hermosa Beach and am concerned about the lack of transparency as it relates to the performance review of City Manager, Suja Lowenthal. I
am sharing my concerns, as I cannot attend the City Council meeting tonight due to my work schedule.
Suja Lowenthal is skilled at what she does and is highly regarded. If there is no reason for the performance review and no transparency in the process there will
be a negative impact on the ability of the city Hermosa Beach to function well, to meet the needs of the residents of Hermosa Beach and to retain and attract
talent.
Thank you
Kamala Horwitz, M.A., LMFT
2200 Pacific Coast Highway, Suite 215
Hermosa Beach, CA 90254
424-241-0422
www.kamalahorwitztherapy.com
Page 14 of 324
Outlook
Public Comment Item 4d on Closed Session
From Mary Campbell <drmarycampbell@gmail.com>
Date Tue 4/22/2025 2:03 PM
To City Clerk <cityclerk@hermosabeach.gov>
You don't often get email from drmarycampbell@gmail.com. Learn why this is important
Members of the City Council,
I understand that there will be a discussion in Closed Session tonight about the performance of our City Manager, Suja Lowenthal. Therefore, I want
to provide my perspectives as a former City Council member who worked directly with Suja through most of my Council tenure. I was part of the
Council body that hired Suja and had a front row view of her outstanding leadership knowledge and capabilities and how she used them to “turn the
Titanic” on a significant number of seemingly intractable challenges we were facing at the time she stepped into the role. I was (and still am)enormously impressed by how quickly she assessed and addressed multiple organizational issues that required immediate and significant attention. Iwas able to directly observe her identify the root causes for areas needing improvement and make the many important strategic decisions required toorganize City resources to realize critical improvements in the ways we manage operational systems and technologies, strengthen public safety
departments and staffing levels, and grow a talented workforce into a more cohesive and high-functioning system of departments. This has benefited
our entire community. So much of what our City Staff do every day goes unnoticed and underacknowledged by most residents. While most know that
this goes with the territory in public service work, it is important to call attention to the complexities of the jobs they do each day and how
wholeheartedly they work on our behalf. We are so fortunate. No one works harder and takes that job more seriously than Suja Lowenthal. Moreover,
she has earned deep respect and loyalty from the city employees that have also had a front row view of her dedication to her role and this precious
community. That doesn’t happen by accident, and it doesn’t happen overnight. I hope this same level of integrity is present in the closed session
meeting discussions this evening.
Mary Campbell – Former Council Member and Mayor of Hermosa Beach
Page 15 of 324
From: John Keenan <jkeenan@aegworldwide.com>
Sent: Tuesday, April 22, 2025 5:30:39 PM
Dear Council Members:
As nearly 20-year residents of Hermosa Beach, my wife Kristen and I are
writing to express our strong and unwavering support for City Manager, Suja
Lowenthal, and to urge the Council to reject any agenda item or effort seeking
her removal.
Over the course of Ms Lowenthal's tenure she has demonstrated outstanding
leadership, professionalism and a clear commitment to the long-term health and
progress of our city. She has consistently prioritized transparency, process,
fiscal responsibility and community engagement and under her guidance , our
city has made measurable progress on a number of its key initiatives.
Removing a capable and respected City Manager like Ms. Lowenthal -
particularly for political reasons and without due process, any transparent
rationale or meaningful public input - would not only be disruptive to the city but
deeply counterproductive. Such action would send a very concerning message
about the stability of this council's governance and potentially jeopardize critical
projects currently underway.
Hermosa Beach should be the place that embraces a range of perspectives
from
smart, capable and dedicated people - no one that seeks to punish them for
doing their job. Leadership requires courage, and courage means we should
value competence over convenience and unity over division.
I urge the Council to act in the best interests of the City and its constituents and
reject any attempts to remove her without cause.
Our city deserves, steady, competent leadership and that is exactly what we
have in Suja Lowenthal.
Sincerely,
John and Kristen Keenan
1202 Cypress Ave
Hermosa Beach, CA 90254
Page 16 of 324
Outlook
Suja Lowenthal
From Tara Owen <tslitwin@gmail.com>
Date Tue 4/22/2025 1:14 PM
To City Council <citycouncil@hermosabeach.gov>; City Clerk <cityclerk@hermosabeach.gov>
Some people who received this message don't often get email from tslitwin@gmail.com. Learn why this is important
Hello City Council Members,
I am writing in support of
City Manager, Suja Lowenthal as a 11 year resident and homeowner in Hermosa Beach. I have had the pleasure of interacting with Mrs. Lowenthal several times
during my residency in Hermosa Beach through my organization of several events in the city. she has always been helpful and competent in her role as City
Manager.
The mere consideration of an off-cycle performance” review” for an exceptionally competent and highly regarded city manager like Suja Lowenthal—without
clear justification—sends a destabilizing message to both city staff and the broader Hermosa Beach community. For staff, it undermines morale, disrupts
continuity, and creates uncertainty around leadership priorities, making it harder to retain talent and sustain productivity. Suja is a highly skilled and steadying
presence in City Hall, coordinating departments, ensuring operational efficiency, and fostering collaboration across agencies. Forcing a sudden and unexplained
departure would erode public trust, appearing politically motivated and lacking transparency. Such disruption, with all that’s going on right now, will weaken
institutional memory, stall important initiatives, and ultimately compromises the effectiveness and responsiveness of Hermosa Beach’s government.
Thank you for your consideration in this matter.
Best,Tara Owen
734 Loma Drive
Sent from my iPhone
Page 17 of 324
Outlook
PUBLIC EMPLOYEE PERFORMANCE EVALUATION April 22, 2025
From Rachel Acker <rachel@leadershiphermosa.org>
Date Tue 4/22/2025 4:38 PM
To City Clerk <cityclerk@hermosabeach.gov>
You don't often get email from rachel@leadershiphermosa.org. Learn why this is important
Dear City Council,
My name is Rachel A and I’m a 16 year resident of Hermosa Beach. I’m writing today to express my strong support for our City Manager, Suja Lowenthal.
I’m concerned that the discussion around her performance is being agendized outside of the normal review schedule and without adequate public transparency. A decision of thismagnitude should be handled through a deliberate and open process, not rushed behind closed doors.
It’s troubling to hear that some councilmembers may have been discussing her potential removal with external stakeholders before having a local, public dialogue. This undermines trust
and creates unnecessary instability in our city government—both for staff and residents.
In the years Suja has served our city, I’ve seen tangible improvements: from fully staffing our police department to completing community improvement projects that have enhanced our
quality of life. Personally, I feel safer and prouder to live in Hermosa Beach now than I did 8 years ago.
Please continue to support strong, steady leadership in Hermosa Beach. Our city has made real progress under Suja’s guidance, and I’d like to see that momentum continue.
Thank you for reading and considering my comment.
Sincerely,
Rachel AckerHermosa Beach Resident
Page 18 of 324
Outlook
Inputs on City Manager Evaluation
From Ted Pascaru <ted.pascaru@gmail.com>
Date Tue 4/22/2025 4:46 PM
To City Clerk <cityclerk@hermosabeach.gov>
You don't often get email from ted.pascaru@gmail.com. Learn why this is important
Dear City Council,
My name is Ted Pascaru, and I’ve been a proud Hermosa Beach resident for over 35 years. This community has been central to my life—whether raising a family,
enjoying the beach, or being part of the local scene. I’ve seen Hermosa evolve, and while change is inevitable, I believe it should reflect the spirit and legacy of
this special place.
I’m writing with concern over the potential ousting of our city manager. Agendizing a city manager review outside the normal schedule doesn’t feel right anddeserves transparent, public discussion. It’s troubling to hear that some council members may have already been discussing this matter with outside
stakeholders before even bringing it up formally within council chambers.
Our city has made undeniable progress in recent years—completing key community projects and fully staffing our police department. I feel safer in Hermosa
than I did just 8 years ago, and I credit that stability to effective leadership. Abruptly changing course jeopardizes the momentum we’ve built and could
destabilize the hard-working staff who serve this city every day.
It’s also important to recognize that several controversial decisions—like parking fees or housing mandates—are City Council decisions, not directives from the
city manager.
Please consider the broader implications of this decision, and let’s have this conversation openly, with the community involved.
Thank you for your time and for hearing my voice.
Sincerely,
Ted Pascaru
Page 19 of 324
From:Ann Yang
To:Leo Zalyan; Reanna Guzman
Subject:Fw: Teamsters
Date:Tuesday, April 22, 2025 4:50:34 PM
FYI
From: Carlos Rubio
Sent: Tuesday, April 22, 2025 4:47 PM
To: City Council; Suja Lowenthal; Ann Yang; Angela Crespi
Cc: Ray Whitmer; Michael Grijalva; Hector@teamstersJC42.org
Subject: Teamsters
Honorable Mayor and City Council,
The purpose of this correspondence is to inform you that we noticed Agenda Item 4d
Public Employee Performance Evaluation (Gov Code Section 54957) / City Manager.
Although we do not have much information as to the issue listed above, what we can tell
you is that for over 30 years we have represented the general unit in the City of Hermosa
Beach.
We have had our ups and downs but since City Manager Suja Lowenthal has been in
leadership we have seen progress in the day-to-day operations, labor relations, and
overall negotiations, a lot of progress has been made.
Every single time we have contacted her; she has contacted us back and has dealt with
the difficult situations faced by our members.
The labor movement and working people are facing difficulties in these trying times not
only to make ends meet but most importantly to have a sense of security, health, safety,
protections and overall progress in pay and benefits.
The beautiful City of Hermosa beach continues to lead by example just like we did during
trying times including difficult negotiations and COVID 19. Our members showed up to
work and took care of business!!!
I urge you to please consider all options to consider the value that the City Manager (Suja
Lowenthal) brings to the table, community and the labor partners in the City of Hermosa
Beach which results in quality of life of issues.
Page 20 of 324
This is the time to work together and not apart.
If you have any questions, please feel free to reply.
Carlos I. RubioPresident
California Teamsters Local 911Public, Professional & Medical
Employees Union9900 Flower Street
Bellflower, CA 90706T: (562) 595-4518 Ext: 111
F: (562) 427-7298E: crubio@teamsters911.com
Page 21 of 324
HBCARES & RTCCPROGRAMS
Page 22 of 324
Real Time Crime Center
& Hb Cares Program
Page 23 of 324
City of Hermosa Beach | Page 1 of 26
Meeting Date: April 22, 2025
Staff Report No. 25-PW-025
Honorable Mayor and Members of the Hermosa Beach City Council
FISCAL YEAR 2025–26 CAPITAL IMPROVEMENT PROGRAM STUDY SESSION
(Public Works Director Joe SanClemente)
Recommended Action:
Staff recommends City Council:
1. Review and provide comment regarding the FY 2025–26 Capital Improvement
Program (CIP) including proposed project funding and sequencing;
2. Review and provide comment regarding the Additional Matters for City Council
Consideration outlined in the report; and
3. Receive and file the FY 2025–26 Capital Improvement Program Study Session
Report.
Executive Summary:
As part of the annual budget process, a study session is held to provide an opportunity
for City Council and staff to discuss the status of the current fiscal year Capital
Improvement Program (CIP) and the proposed CIP budget, and priorities, for next fiscal
year. Final approval of the proposed CIP budget and associated funding is determined
by the budget adoption process.
Background:
The study session format provides an opportunity for City Council and the community
to discuss and provide feedback on the new, deferred, and updated projects proposed
for the Fiscal Year 2025–26 CIP. Project discussions assist staff in refining individual
project scopes, funding allocations, priorities, and aligning staff capacity with agreed
upon priorities.
Discussion:
The CIP Study Session will include a staff presentation outlining the status and next
steps for the City of Hermosa Beach CIP.
FY 2024–25 CIP Highlights
Since the last CIP Study Session, staff made significant progress on many of the 38 CIP
projects included in the FY 2024–25 Budget, including:
A total of 15 CIP projects, with an estimated construction value of $12M, are
earmarked for completion, or substantial completion, by the end of this fiscal
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City of Hermosa Beach | Page 2 of 26
year, including 5 projects already complete as of April 22, 2025, 4 projects are in
the close-out phase, and 6 projects are under construction and expected to either
be complete or reach substantial completion prior to the end of the fiscal year;
Completed the design, advertised for bids, and brought to City Council for
consideration of contract award of two CIP projects: CIP 682—Parking Lot D
and CIP 619—Kelly Courts;
Staff created and expedited the design of two additional CIP projects at mid-year,
CIP 630—Community Center Gas Service Restoration and CIP 633—Base 3
Electrical Repairs and Upgrades, in response to urgent needs at those facilities.
These projects are slated for construction advertisement before the end of the
fiscal year; and
Substantial advancement on numerous other CIP projects.
The CIP completion rate in FY 2023–24 and FY 2024–25 represents a significant shift
in project delivery for the City, as the engineering team added key positions and brought
in great engineering talent to address longstanding backlog and deferred maintenance
and deliver complex projects that have languished. Historically, Public Works delivered
about 4 CIPs per fiscal year—the completion rates have tripled since FY 23–24.
Proposed FY 2025–26 CIP Budget
As part of the annual budget cycle, staff conducts a detailed review of each CIP project
to refine project scopes and cost estimates. Staff also evaluates the CIP as a whole,
including new project requests, grant- and funding-related timelines, public safety
needs, and/or regulatory requirements against available funding and staffing levels. The
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City of Hermosa Beach | Page 3 of 26
resultant holistic and careful review is necessary to properly sequence and deliver the
projects in a timely manner.
While staff made significant progress on many of the projects in the CIP this past year,
staff identified several high priority projects that require funding in the upcoming fiscal
year. With limited funding resources to deliver projects, staff recommends deferral of
one project (CIP 503—City Park Lighting Conceptual Design) that is unlikely to begin in
FY 2025–26, or FY 2026–27, to free up approximately $250,000 to fund other critical
and high-priority projects. The adjustment to the CIP would allow staff to focus on
delivery and necessary funding for numerous high-priority projects.
However, revenue growth is absorbed by the increased costs of providing services to
the community. Secured property tax is projected to increase by six percent FY 2025–
26. Property tax is the largest and most stable source of revenue for the City. However,
like many cities, Hermosa Beach is experiencing the impact of inflation and the ongoing
worldwide economic trade uncertainty. Consumer confidence, sentiment, and future
national policy decisions could impact revenue growth and increased costs.
The upcoming FY 2025–26 Budget will strive to be tightly balanced to avoid a deficit like
the prior FY 2024–25 Budget. The prior year budget was tightly balanced with revenue
and appropriations equal. The FY 2025–26 budget will be challenging with Los Angeles
County Fire negotiations, labor negotiations, and increasing pension costs pending. As
expenditures are projected to outpace revenues, there will be limited funds available for
the City’s CIP. Staff has, and will, creatively use other special revenue funding sources
to fund upcoming CIP projects.
For FY 2025–26, the CIP Budget includes 38 projects, of which 30 are carried over from
FY 2024–25 and 8 are new projects. The new projects, and other recommended project
deferrals and budget adjustments, would result in a CIP budget from the current
$30,061,597 to $35,895,359, (Attachment 1). A majority of the requested increase is
to fund high-priority deferred and preventative maintenance and other critical safety and
infrastructure projects including roadway resurfacing, facility maintenance and
renovation, sidewalk repair, and sewer improvements. The increase also includes
funding paid for by the Greenwich Village North Underground Utility Assessment District
for the Greenwich Village North Underground Utilities Project. The CIP budget has
grown substantially overtime as staff works to aggressively address backlog, tackle
deferred maintenance challenges, and incorporate new projects requested by City
Council and the community.
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City of Hermosa Beach | Page 4 of 26
The CIP is one of many components of the City’s overall budget and staff is working
through department budget requests and will have a full picture of available funding,
and whether further adjustments to the CIP are necessary, in advance of the upcoming
Budget Study Session. Attachment 2 details the Five-Year CIP for FY 2025–26 through
FY 2029–30 and the Deferred and Unfunded Future Projects list.
Engineering Staffing
As of April 2025, the department has two vacancies, including the City Engineer and the
Management Analyst, and a third position, Assistant Engineer, scheduled to become
vacant as of early May. Any vacancies across the small team directly impact the ability
of the department to deliver projects and services. Despite these vacancies, the
Department continued to make significant progress on the CIP and delivered many of
the projects as planned.
The City Engineer position has been vacant for eight months and staff has since relied
on a part-time Interim City Engineer. The Department’s sole Management Analyst
position, responsible for budget preparation and tracking, contract administration, and
invoicing, has been vacant for six months, requiring the engineering team to perform
these duties during the interim. A candidate accepted this position and is anticipated to
start in mid-May. Meanwhile, one Assistant Engineer position is scheduled to be
vacated in May due to a promotional opportunity in another City.
$-
$5,000,000
$10,000,000
$15,000,000
$20,000,000
$25,000,000
$30,000,000
$35,000,000
$40,000,000
CIP Budget
Page 27 of 324
City of Hermosa Beach | Page 5 of 26
While the Public Works Department and City Manager’s Office aggressively works to fill
the City Engineer position, and maintain overall full-time staffing levels, recruitment and
staff retention remains a time-intensive and difficult process in what remains a very
competitive job market.
To ensure continued project delivery, staff worked to identify opportunities to supplement
staffing with on-call engineering assistance, where possible, to ensure progress of
necessary CIP projects and other department functions. Current supplemental staffing
includes:
An Interim City Engineer in the office two days a week;
An experienced Senior Civil Engineer in the office two days a week to assist with
the design review and coordination of CIP projects and mentoring junior staff;
A Traffic Engineer one day per week to assist with traffic engineering requests
and review of traffic engineering elements for CIP projects;
An Americans with Disabilities Act (ADA) Specialist as needed to review ADA
elements of CIP projects and assist with advancing various elements of the City’s
Self-Evaluation and Transition Plan;
Plan Check Specialists to assist with the review of easements and parcel maps
for private development to help free up time for staff engineers to focus on CIP
projects; and
Construction Inspection Services to assist staff with the daily oversight of
contractors in the field working on the construction of CIP projects.
While additional support is helpful to address urgent needs, its availability is limited, and
permanent staffing remains necessary. Staff regularly evaluates and seeks
opportunities to temporarily fill or supplement staffing needs with outside help to ensure
progress on the CIP. Staff anticipates bringing several contract awards (i.e., staff
augmentation, owners advisory services for City Yard, architectural services, civil
engineering services, etc.) to City Council for consideration in the coming months and
year, to renew, or replace, several professional contract service agreements either
nearing expiration or reaching spending authority to ensure continued service and
project delivery.
Non-CIP Core Department Functions
In addition to CIP projects, the Engineering Division oversees a wide variety of City
programs and services which include, but are not limited to:
Review and issuance of right-of-way and encroachment permits;
Research and response to a high number of resident requests received by
phone, email, and in person;
Coordination with utilities (Southern California Edison, Cal Water, Los Angeles
County Sanitation District, SoCal Gas, AT&T, etc.) including permit review and
Page 28 of 324
City of Hermosa Beach | Page 6 of 26
issuance, inspection, and oversight of construction and associated public
outreach requirements;
Land development permitting, plan review, and construction inspection;
Small-cell wireless permitting, plan review, and construction inspection:
Facilitation of Public Works Commission meetings, including preparation of staff
reports;
Management of the City’s online bid portal PlanetBids;
Support for special events including review of traffic control and perimeter safety
plans;
Review and processing of tree removal requests;
Repair and improvements to all city facilities, including assessments,
troubleshooting issues, oversight of design and cost estimating, contract
preparation, administration, and construction for major repairs or enhancements;
Processing ADA parking space requests, the right-of-way banner program, and
memorial bench donation program;
Management of the sewer and landscaping and streetlighting assessment
districts;
Contract administration with agency partners (e.g., Los Angeles County
Department of Beaches and Harbor, Los Angeles County Public Works, Los
Angeles County Library, Caltrans, etc.);
Creation and management of private underground utility assessment districts;
partnerships for community projects (e.g., Greenwich Village North Underground
Utilities Assessment District, South Bay Parkland Conservancy, Hermosa Beach
Little League, etc.).
The Public Works Department is projected to issue more than 850 permits in FY 2024–
25, an increase of approximately six percent from the prior year. The number of utility
permits issued remains high and is projected to about 250 in FY 2025–26. Utility permits
are the most complex permit requests the department oversees. Each utility permit
requires significant staff time to ensure that work is completed in accordance with City
standards and that coordination with, and notification of, the community is implemented
by each permittee.
The Public Works Engineering Division also works closely with the Public Works
Maintenance and Operations team to address preventative maintenance needs,
including preparing work orders to address community concerns, troubleshooting issues
with existing infrastructure, and responding to storm-related events. These events
require substantial involvement and response to storm-related emergency work by our
engineers, including coordination with our partners at Los Angeles County Fire
Lifeguard Division, Los Angeles County Public Works, and Los Angeles County
Department of Beaches and Harbors.
Page 29 of 324
City of Hermosa Beach | Page 7 of 26
Major Non-CIP and Other Unplanned Work Efforts
The department completed numerous major non-CIP and other unplanned work efforts
during FY 2024–25 to address City Council and community concerns and to update and
modernize our operational processes:
Greenwich Village North Underground Utilities Assessment District—Work on this
project in the current fiscal year consisted of working with the utilities located in the
District (Southern California Edison, Frontier, and Crown Castle) to finalize the design
of the District and prepare the Bid Package for advertisement. The project is anticipated
to be advertised for construction in April, with bids due before the end of the fiscal year.
Event Traffic Control and Perimeter Security—The Public Works Engineering
Division assumed an expanded role in close partnership with the Community Resources
and Police Departments to review and implement plans for large scale events to ensure
enhanced perimeter safety, traffic control, and accessibility. The effort includes detailed
reviews with event producers and pre-event inspection by engineering staff to ensure
proper installation for major community events such as Locale 90254, Oktoberfest,
Fiesta Hermosa, and the St. Patrick’s Day parade.
Coordination with and Oversight of Utility Providers to Ensure Compliance with
City Requirements—The Public Works Engineering Division is projected to oversee
the review and approval of about 250 utility permits in FY 2024–25, including major
efforts that required significant coordination and outreach with the community, including,
but not limited to:
Cal Water—major watermain replacement project along Bayview Drive
replacing approximately 1,930 feet of watermain, with more than 120 new
service connections and three new fire hydrants after which the City was able to
successfully require expanded pavement restoration to enhance the roadway
condition for the neighborhood following a lengthy construction process.
LA County Sanitation District—The City also successfully coordinated a large-
scale emergency sewer main lining project on Bayview Drive. The project
included installation of approximately 1,450 linear feet of Cured-In-Place-Pipe
(CIPP) lining for a nearly 100-year-old county sewer main. This work required
installation of a temporary surface level sewer bypass system on Monterey
Boulevard to allow the lining work to commence and involved substantial
coordination between City staff, the Los Angeles County Sanitation district, and
the ongoing work with Cal Water in the same project area.
During the FY 2024–25 the Public Works Engineering Division also processed 13
applications for small-cell wireless facilities around the City up from four in FY2023–24.
This is an increase of more than 200 percent of these types of applications from the
previous year. The permit review for these applications includes reviewing site plans,
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City of Hermosa Beach | Page 8 of 26
traffic control plans, structural calculations and radio frequency emissions reports for
each site to follow the City municipal code and federal and state regulations. Staff also
dedicates significant time responding to resident comments for each proposed site.
Small Maintenance and Construction Projects—In fall of 2023, the Public Works
Engineering Division updated the Hermosa Beach Municipal Code (HBMC) to
incorporate alternative bidding procedures subject to the Uniform Public Construction
Cost Accounting Act (UPCCAA) for all public maintenance projects as defined in the
California Public Contract Code (PCC). The effort resulted in increased bid limits and
greatly improved efficiencies for smaller projects simplifying the process of public works
to advance small maintenance and construction contracts. In FY 2024-25, Public Works
team advanced 19 contracts to implement small projects, address urgent and deferred
maintenance needs, and advance other safety and beautification projects. These efforts
included, but were not limited to Edith Rodaway Park Improvements, South Park
Classroom new flooring and air conditioning, City Hall and Base 3 painting, tree
plantings, sink hole repairs, etc.
Outdoor Dining—The Public Works Engineering Division continues to work in
coordination with the City Manager’s Office on advancing the Coastal Commission
permit and review process.
Other—The Engineering Division assisted with responding to and investigating a wide
range of issues as they were reported by the community or identified by staff.
FY 2024-25 CIP Progress (Completed)
Staff is on track to either complete, or bring to substantial completion, 15 CIP projects
by the end of FY 2024–25. This includes five projects already complete as of April 22,
2025, four projects in the project close-out phase, and six projects under construction
expected to either be complete or reach substantial completion prior to the end of the
fiscal year. Additionally, design of seven projects were completed or nearing completion;
in preparation for advertisement for construction either this, or next, fiscal year pending
unforeseen changes in workload or Council priorities. The CIP status sheet summary is
provided in Attachment 3 and illustrated in the proposed estimated schedule for FY
2025–26 (Attachment 4).
Projects for which construction was completed in FY 2024–25 include:
CIP 624 CDBG Improvements—CIP 624 is a critical project for the department due to
requirements related to CDBG funds as the City’s receipt of future funds is contingent
upon timely completion of projects. The project constructed six ADA-compliant curb
ramps, one new cross gutter, and approximately 450 square feet of new sidewalk along
Valley Dr. The Engineering Division completed the design for the project in- house and
advertised it for construction in May 2024. The construction contract was awarded in
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City of Hermosa Beach | Page 9 of 26
July 2024. Construction started in November 2024 and was completed shortly thereafter
on December 13, 2024, within budget. The approximately $37,000 excess CDBG funds
remaining are to be rolled into the next fiscal year for use with an upcoming CDBG
project.
CIP 422 Annual Storm Drain Improvements (5th Street and Greenbelt) —The project
was completed and involved improvements to the storm drain infrastructure near the
intersection of Ardmore Avenue at 5th Street. The scope of this project included
installation of a new catch basin on west side of Ardmore Avenue near 5th Street, 50
linear feet of curb and gutter for drainage improvement, 160 linear feet of new storm
drain line, 50 square foot of concrete sidewalk replacement, and a new connection to
the Los Angeles County storm drain main line along Valley Drive. The construction was
completed six months ahead of the original CIP schedule and the total cost of
construction was under the planned project budget. As a result, a balance of
approximately $144,000 will be reallocated to other CIP projects.
CIP 538 Citywide Parks Master Plan—The project included the preparation of an
action plan that creates a roadmap for current and future beach, park, facility, and
program needs for the next 20 years and an evaluation of the current utilization,
maintenance, and programming of the City’s recreation facilities and staff resources.
The project has included an extensive community outreach process including surveys
and three community workshops, as well as monthly meetings between staff, the Master
Plan Professional Firm, and the Commission subcommittee members; all of which
involved extensive participation by the Public Works Department Engineering and
Operations & Maintenance team members.
Throughout the 2024, staff worked closely with the master plan project team and the
subcommittee members to finalize the draft report presented at a joint study session of
the Parks, Recreation, and Community Resources Advisory Commission and the Public
Works Commission and Session in October 2024. The report was then adopted by City
Council at its November 12, 2024 meeting.
CIP 620 Citywide Roof Repairs—The Engineering Division, in coordination with the
Maintenance and Operations Division, advanced contracts under the City’s new
procurement policies and procedures to complete repair work on roofs at various City
buildings. Staff began processing the contract for this CIP project as of March 2024 and
completed roof repairs at the Clark Building Kitchen, City Yard, and Police Department
facilities in Fall 2024. Staff released $190,000 back to the CIP fund, initially budgeted
for $217,496 at the FY 2024–25 Midyear Budget Review at the March 25, 2025 City
Council Meeting.
CIP 112 City Sidewalk Improvements—The Project addressed high priority safety
hazards and accessibility issues on 21st Street and 24th Street. The project was
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City of Hermosa Beach | Page 10 of 26
completed for the construction of approximately 1,200 square feet of sidewalk, planting
of two parkway trees, the installation of one ADA ramp, and 120 linear feet of concrete
curb and gutter.
Projects for which construction was completed in FY 2024–25 and are currently in the
close-out phase, include:
CIP 502 Greenbelt Pedestrian Trail, CIP 604 City Wide ADA Improvements, and
CIP 194 Annual Striping Improvements—These CIP projects consisted of removing
the existing wood chip trail and replacing it with an accessible decomposed granite trail,
installing new irrigation, landscaping, and fitness equipment, installing accessible curb
ramps and parking spaces, and improving pedestrian safety along the Greenbelt
Pedestrian Trail from Pier Avenue to 8th Street. In addition, City staff identified and was
awarded $529,000 in grant funds from the Los Angeles County Regional Park and Open
Space District (RPOSD) that provided reimbursement funding for a large portion of the
total project cost. These CIP projects were substantially completed in February 2025
within the project budget. Surplus funds were released to be used on other CIP projects.
CIP 424 Annual Storm Drain Improvements (Bard Street)—The project included
installation of a new catch basin, approximately 110 linear feet of new storm drain line,
installation of a new maintenance access hole, 90 square feet of sidewalk repair,
construction of an ADA ramp, pavement restoration, and other work incidental to
improving stormwater capture at the intersection of Bard Street and Oak Street. The
construction was completed on time per the Estimated CIP schedule and the total cost
of construction came in under the planned CIP budget. The project is currently in the
close-out process. As a result, a balance of approximately $129,000 will be reallocated
to other CIP projects.
Projects under construction and/or anticipated to be completed or reach substantial
completion prior by the end of FY 2024–25 include:
CIP 689 Clark Building Renovations—Following the replacement of the building’s
sewer lateral, heating system maintenance work and minor interior touch-ups, Clark
Building was reopened on an interim, limited-use basis at the end of FY 2023–24. Staff
re-advertised the project for construction on April 23, 2024, after revisions to plans that
included value engineering. Bids were opened on June 3, 2024 and the construction
contract was awarded on July 9, 2024.
Construction for the project began on October 7, 2024 for work that includes site
abatement work, a new commercial kitchen, new restrooms, new HVAC system, new
electrical system with and updated 400-amp panel and undergrounded utilities, a new
AV system, architectural improvements and concrete improvements and landscaping
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City of Hermosa Beach | Page 11 of 26
on the exterior including ADA accessible ramps. The project is approximately 80 percent
complete and project completion is anticipated in May 2025.
CIP 105 Annual Street Improvements and CIP 695 Parking Lot A improvements—
The $3.2M project includes pavement rehabilitation, reconstruction of damaged
concrete improvements, and re-striping along approximately two miles of roadways
including Pier Avenue from Hermosa Avenue to Pacific Coast Highway, Valley Drive
from Pier Avenue to Herondo Street, and segments of various residential streets.
Parking Lot A improvements include pavement rehabilitation, reconstruction of
damaged concrete gutters, repainting parking stall lines, and replacement of waste
enclosures fencing.
Given the urgent need to resurface roadways in the City, the project was designed by
the City’s engineering staff and advertised for construction on December 12, 2024,
approximately three months ahead of schedule. City Council awarded the contract at its
February 25, 2025 meeting and construction commenced on April 7, 2025.
Anticipating significant impacts to businesses, traffic flow, and parking in the downtown,
staff worked to phase the project construction to minimize impacts and issued a
substantial level of project communications through a variety of methods to raise
awareness and minimize impacts. The project is currently under construction, with an
estimated completion date in June 2025.
CIP 421 Annual Sewer Improvements—The $3.7M project consists of performing
approximately 100 linear feet of spot repairs to sewer pipes, constructing approximately
5,000 linear feet of new sewer pipe, installation of 25 new maintenance access holes,
installing 50 new maintenance access hole frames and covers, reconstructing
approximately 20,000 square feet of pavement, and perform other incidental sewer
maintenance work throughout the City. Construction began in October 2024 and is
slated for completion before the end of the fiscal year and is projected to fall under the
original budget.
CIP 617 Civic Center Charging Stations—Staff coordinated with Southern California
Edison to install 20 new level 2 charging stations at parking locations along Bard Street.
The work, which has taken part in several phases, is nearly complete as of April 2025
with new electrical infrastructure and energization of the new switchgear to power the
charging stations. The installation of the actual charging stations by a City contractor is
expected to be completed in May 2025.
CIP 603 South Park Slope and Irrigation Repairs—Staff engaged one of the City’s
on-call landscape architecture specialists in 2020 to conduct a landscaping and
irrigation assessment at South Park. The assessment report identified necessary
repairs related to irrigation and erosion control measures, based on observed
maintenance deficiencies and site conditions. Due to staffing constraints at the time,
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City of Hermosa Beach | Page 12 of 26
progress on the design of these repairs advanced slowly. Staff worked to expedite the
completion of the design in coordination with the landscape designer and advertised the
project for construction in November 2024. The contract was awarded to Superb
Engineering, Inc. in the amount of $393,273 well below the engineers estimate for the
project. Staff also successfully applied for, and received, a reimbursable grant in the
amount of $96,242 from the Metropolitan Water District of Southern California (MWD)
through its turf removal program MWD grant funding and $189,849 in grant funding from
the State of California as a part of the 2018 Parks Bond Act Per Capita Grant Program.
The lower than anticipated construction costs, combined with the grant funding available
for the project, allowed for significant cost savings on the project and the release of
$1,153,000 from the CIP fund balance. The project's construction phase began on April
14, 2025 with substantial completion anticipated near the end of the current fiscal year.
Projects which have progressed significantly in FY 2024–25 include:
CIP 109 Utility Box Wrapping—This project is adding decorative paint and/or wraps
to City-owned utility boxes. The City engaged with a local artist cooperative to create
the artwork that will either be painted or applied via vinyl wrap to the boxes. City Yard
staff, who have been trained in wrap application, printing and installing the wraps on the
utility boxes. As of April, 8 of the 24 boxes were designed and installed. Four boxes are
currently in the art installation process with two being painted by local artists and two
being wrapped by our Public Works maintenance team. The designs are finalized for
three of the remaining 12 boxes. The schedule was extended to allow additional
necessary time for Public Works staff to prepare electronic artwork, paint and repair
utility boxes, and schedule wrapping.
CIP 623 Municipal Pier Structural Inspection and Evaluation—Following completion
of construction of CIP 629 and CIP 660 in April 2024, a full above and below water
structural inspection of the Pier was required to meet requirements for the regular
inspection of marine structures. CIP 623 includes the full detailed inspection work to
evaluate any additional Pier structural repairs required. The construction work in 2024
was primarily focused on the concrete pilings beneath the deck surface, which were
identified as high priority at the time of the prior inspection, and it was anticipated that
the next round of repairs was likely required on the pier deck which would shift towards
a higher priority level.
The Notice to Proceed for an on-call structural engineer to complete a full assessment
of the entire Pier was issued on September 18, 2024. A full detailed inspection of the
entire structure including above and below water including full review of the deck panels
started on October 14, 2024. The on-call structural engineer completed the below deck
inspection utilizing a boom lift and scaffolding equipment. Additional deck surface
inspections, and underwater inspection were conducted in December 2024.
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The initial results of the structural inspection indicate that substantial repair work is
required with a rough order of magnitude cost of $6.7M over the next five years,
including $3.7M of high priority repairs within the next one to two years to address
approximately 13 deck panel replacements, deck panel strengthening, and deck panel
soffit repair. An additional $3M in repairs is required within the next three to five years
to address concrete pile cap repairs and additional concrete deck panel repairs.
Staff and a professional firm completed additional sensor-based testing on the Pier in
March 2025 using ambient vibration tests to further inform scoping, and magnitude, of
the recommended repairs. The data from the tests are being analyzed with the full
assessment anticipated to be completed in May 2025, which may modify the scope and
cost of the identified urgent repairs and will also include a cost benefit analysis of future
repairs required to maintain the structure. Staff currently recommends funding the
construction of the first phase of repairs as part of the FY 2025–26 budget as the design
team will need to move quickly to complete the design and expedite the lengthy
permitting process with Coastal Commission, Army Corp of Engineers, and the
California State Water Resources Control Board, so that the repairs are completed
within the required one to two year timeframe to hopefully avoid further weight
restrictions or closure of the Pier.
Staff is also actively searching for outside funding sources and has submitted funding
requests with State and Federal officials.
CIP 699 Parking Structure (Lot C) Improvements—Staff engaged one of the City’s
on-call engineering specialists in 2021 to perform a structural assessment of Parking
Lot C. The report detailed structural repairs required based on priority and identified a
five-year plan for implementation of the recommended repairs. Due to staffing
constraints at the time, the design of repairs advanced slowly. To ensure that potential
additional repairs and improvements will be included in the project's plans and
specifications prior to the bidding phase, staff recently tasked the professional firm team
with performing additional inspections and testing. Subsequently, the project's
construction documents were updated and was advertised for construction bids in
January of 2025. Staff will present the bid results and request that the City Council
award a construction contract in May of 2025 with construction to commence in October
of 2025, after the busy summer season. The scope of work for this project is focused
on addressing the parking structure’s structural deficiencies and aged lighting fixtures.
Much needed modernization of the elevator serving the parking structure is being
addressed as a separate project which is currently in progress with construction
completion estimated by July 2025.
CIP 164 Hermosa Avenue Green Streets—The Enhanced Watershed Management
Program identifies installation of distributed National Stormwater Best Management
Practices (BMPs) as a requirement of the 2012 Municipal Separate Storm Sewer
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System permit. Implementing the project will advance the City toward compliance with
requirements for trash and bacteria Total Maximum Daily Load. The project must
advance to meet compliance deadlines.
The project includes installation of approximately 4,500 linear feet of permeable
concrete gutter in the southern part of the City and planting of 44 trees on Hermosa
Avenue. The project was designed through a contract managed by the City of Torrance
for work in Hermosa Beach, Manhattan Beach, Redondo Beach, and Torrance. The
project was advertised for construction bids on January 16, 2025. On February 19,
2025, the City of Torrance received a total of 10 bids. The City Public Works Department
plans to present a project award recommendation to City Council at a May 2025
meeting. The lowest responsive and responsible bidder is Excel Paving Company. The
total bid amount is $7,738,584. Construction for the overall project is expected to begin
in July 2025.
CIP 619 Kelly Court Renovations—The project was originally proposed to renovate
and resurface the pickleball courts; however, during the design phase, the scope was
expanded to include upgrades to the adjacent tennis and basketball courts to meet
current clearance, safety, and accessibility standards. Planned improvements include
relocating light poles and fencing, expanding the concrete slab to accommodate proper
spacing, and replacing aging court equipment such as posts, nets, and backboards.
Under the implementation of CIP 619, all courts will be resurfaced and restriped to meet
current recreational design standards.
In FY 2024–25, the Engineering Division worked extensively with the designer to
complete the final design and advertise the project for construction. At its February 25,
2025 meeting, City Council rejected all bids for the project and directed staff to seek
additional feedback from the Parks, Recreation, and Community Resources Advisory
Commission and the Public Works Commission before moving the project forward. In
April 2025, both Commissions unanimously supported a recommendation to proceed
with CIP 619 as designed. At its April 22, 2025 City Council Special Meeting, staff will
present the Commissions’ feedback to City Council for consideration. Pending City
Council direction, staff anticipates readvertising the project for construction in Fall of
2025 and moving forward with restoring full access to the Kelly Courts and improving
the facility.
CIP 682 Parking Lot D—Staff completed the final design of the project and advertised
it for construction in October 2024. At the November 12, 2025 City Council meeting,
staff recommended rejection of the single bid received and authorization for staff to
readvertise the project. City Council directed staff to reject all bids and place the project
on hold until the FY 2025–26 budget discussions are held. Options for City Council
consideration on how to proceed are outlined in the section below.
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CIP 685 Real Time Crime Center—This federally-funded project consists of the
installation of various security cameras and associated infrastructure throughout the
City to enhance and augment the Police Department’s existing security cameras and
viewing software. The City officially entered into a Funding Agreement with the Federal
government and is currently refining the scope of work and cost estimates with its
vendor.
CIP 605 Facilities Conditions and Needs Assessment (Civic Center) —The project
will include an assessment of facilities throughout the City to understand improvement
needs with an emphasis on Civic Center and City Yard. Staff hosted an open house
event at City Hall on October 23, 2024, a City Yard Open House event on November
23, 2024, and community meeting on January 22, 2025. Civic Facilities Project Advisory
Group meetings and other outreach activities are on-going.
CIP 143 PCH / Aviation Mobility Improvement Project—This project consists of
evaluating various alternatives to improve mobility along Pacific Coast Highway and
Aviation Boulevard within City limits. The City applied for grant funding from the South
Bay Cities Council of Governments (SBCCOG) to cover the costs incurred during the
planning and design phases of the project. Staff expects a response from the SBCCOG
to its grant application in April/May 2025; if successful, funding agreement would be in
place early 2026.
CIP 102 Bus Stop Improvement Project / CIP 193 Pedestrian Safety Improvement
Project—This project consists of implementing various bus stop and pedestrian safety
improvements along Hermosa Avenue. Staff opted to pursue grant funding for the
design phase of the project and applied for funding from the SBCCOG. Staff expects a
response from the SBCCOG to its grant application in April/May 2025; if successful,
funding agreement would be in place early 2026.
CIP 618 Tsunami Siren—The City originally was awarded an approximately $75,000
FEMA grant through CalOES as a passthrough to install a tsunami warning siren at the
Community Center. This location was originally identified as it was anticipated that Los
Angeles County would implement the BEELS system along the beach and this location
would provide expanded capacity. Staff recently learned from the County that
installation of the BEELS system in Hermosa Beach is facing significant delays and
there is no clear timeline for implementation. Staff also determined that the cost of
installation of the BEELS system at the community center would likely cost more than
$400,000 and is not fully covered by the grant. The Community Center is also not the
ideal location for a standalone siren given its distance from the beach. Staff
recommends installing a siren system, independent from the BEELS system, at three
locations along our beach so that warning devices can be implemented on a faster
timeline until a more robust BEELS system may be deployed. According to an acoustic
assessment provided by the siren vendor, the sirens would be capable of being heard
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by residents outdoors at any location along the beach and throughout the tsunami
hazard zone.
Staff is seeking funding for the purchase and installation of an audible only siren as part
of the FY 2025–26 budget (Attachment 5). The cost of the siren system is estimated at
approximately $65,000; plus, an additional $27,000 one-time fee for an automatic
warning system subscription through wireless communication. However, staff
recommends funding of $160,000 to allow for power connections as necessary, and
installation costs. Any unused funds would be returned to the CIP fund balance. In the
meantime, staff is also actively working with CalOES to determine if the current funding
could be redirected to the revised project or if other funding is available.
CIP 113 City Wide Multi-Space Meters Deployment—Staff continued to work on
deploying new parking technology and infrastructure across Hermosa Beach. This
includes the rollout of the City’s mobile parking payment vendor, ParkMobile, to Lot A,
Lot B, and Lot C in May 2023. As part of the Parking 2.0 Roadmap that was shared with
Council during its January 14, 2025 meeting, staff is working expeditiously on rolling out
much needed updates to the parking environment including deploying a unified parking
permit, citation issuance & payment, and hearing and adjudication system in April 2025.
Staff is preparing for a City-wide deployment of ParkMobile to every single-space meter
starting in May 2025 at no direct cost to the City.
Moving forward, staff is concurrently working to procure and install mobile automated
license plate readers (ALPR) on Community Service Officer (CSO) vehicles that will
connect with the unified parking management system and parking payment vendors.
ALPR technology is required to deploy multi-space meters City-wide without the need
to paint and maintain space numbers at 1,626 on-street metered parking spaces.
Staff recommend that the existing CIP 113 be folded into a new multi-space meter CIP
to deploy Citywide and begin removing single-space meters. The revised CIP “Citywide
Multi-space meter deployment” will require extensive signage to direct people to the
new multi-space meters, provide ParkMobile payment options, and to delineate
between yellow/silver spaces. Staff is proposing $300,000 in funding for the first phase
of deployment that would be focused on Pier Avenue and parking Lot D. This funding
would allow for the purchase of equipment, development of signage layout plans (as
meters and signage would need to be removed and placed with new signage), and
installation.
Looking Ahead to FY 2025–26
Attachment 4 details an estimated schedule and sequencing for the delivery of the
proposed FY 2025–26 CIP considering projected engineering project management staff
capacity in labor hours versus the time commitment required to advance each project
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through design and construction. Several projects have fixed schedules in order to meet
grant-specific and regulatory timelines and other high priority safety needs.
With 38 projects in the CIP, staff workload will remain extremely heavy for the next three
fiscal years with little to no capacity to take on new projects. The workload to staff
resource capacity gap will likely continue through FY 2027–28 as staff continues to work
through a backlog of projects carried over from past years, address urgent deferred
maintenance needs, and as other priority projects are likely to be identified in the future.
The dates in the schedule are tentative and subject to revision depending on any future
unplanned work, staffing levels, or as other Council priorities are identified throughout
the year. Requests to advance one particular project over another will have a direct
impact on the timing of other projects. Staff recommends a continued focus on
prioritizing deferred maintenance and safety projects building maintenance, sidewalks,
sewer, storm drains, and paving during FY 2025–26 over enhancement projects.
Continued investment in basic foundational areas will help reduce future maintenance
and capital costs. For FY 2025–26, staff proposes eight new projects:
1. Annual Paving—In January 2025, The Hermosa Beach Pavement Management
Program (PMP) study was finalized by City’s professional firm Psomas and GMU
Pavement Engineers (Attachment 6). This report presents an update to the City
PMP, which was last completed in 2021 and includes inventory of the City’s street
network, assessment of pavement conditions, identification of all sections of
pavement needing rehabilitation or replacement, and determination of budget
needs for necessary improvements. Public Works Engineering staff uses data
from the PMP to help inform decisions on the need and sequencing of paving
projects, which is also combined with Public Works’ staff observations, as
pavement conditions can change during the three-year interval, and in
coordination with planned utility project to minimize long-term capital costs and
construction related impacts.
The Pavement Condition Index (PCI) is a measurement of pavement grade or
condition, and ranges from 0 to 100. The pavement condition is primarily affected
by the climate, traffic loads and volumes, paving materials and age. For example,
a newly paved street will have a PCI of 100 while a street near the end of its
service life will have a PCI of 25 or less. The report rates the current Hermosa
Beach street network PCI a 68, which falls within the Fair to Good category and
is a decrease from 2021’s PCI of 70. Staff will use the PMP, combined with
engineering staff field observations, to select street segments for the next paving
project; this will also need to be coordinated with planned utility projects, where
possible.
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To maintain the current network PCI at 68 and prevent any decline in its value,
the study estimates that an annual allocation of $3.1M will be needed over the
next ten years; this amount is construction dollars and excludes soft costs
required for design and inspection and testing services. For FY 2025–26, staff is
proposing allocating $3.1M to fund resurfacing. Due to heavy workload and time
required to prepare and advertise plans, this project would not commence
construction until the following fiscal year. At this funding level, combined with
projected delivery timeline, PCI may continue to decrease however, staff was
unable to identify additional funding to allocate to the project given a number of
competing project priorities. Failure to maintain PCI will result in increased
deferred maintenance costs for the City.
2. Annual Slurry Sealing—Given the urgency to maintain City Streets, staff is
recommending funding of $450,000 for a second paving project, which would
involve pavement crack repairs and slurry seal. This method is a cost-effective
way of pavement maintenance treatment that helps preserve pavement
conditions to extend its service life. In contrast, severely deteriorated roadways
typically require major street rehabilitation methods, which are more costly, such
as cold milling and overlay.
According to the 2024 PMP study, streets in excellent or good condition are
generally identified for crack repairs and slurry seal treatments. These
maintenance strategies seal minor surface cracks and provide a protective
surface layer. Slurry seal treatment will offer surface protection for approximately
5 to 7 years.
Public Works will use citywide street condition data, including PCI value, to
identify streets for the next annual street sealing project.
3. Greenwich Village Underground Utilities project—This project, valued at
approximately $4.03M consists of the undergrounding the existing overhead
utility lines within the Greenwich Village North Underground Utilities Assessment
District. The District was approved by the property owners within the District in
2020. Construction is contingent on project costs falling under the voter-
approved Proposition 218 cost ceiling. The cost of the project is funded by the
District, however, City staff remains responsible for project management
throughout the lifecycle of the project.
4. Community Center Windows—This project will fund the evaluation and design
of windows at the Community Center estimated at a cost of approximately
$300,000. Construction funding would need to be identified once the project is
further scoped and defined. The Community Center Windows throughout the
facility are in very poor condition and presents an ongoing safety concern. The
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Hermosa Beach Community Center is a designated local historic landmark and
so any window replacement would have to be advanced consistent with the
designation. On October 4, 2024, City Council approved replacement of the
louvered windows only, for public safety reasons, without the need for a
Certificate of Appropriateness. Additional work will be needed to evaluate the
non-louvered windows as well, which are also in poor condition and need to be
replaced. Staff recommends that this project proceed as a high priority.
5. Annual Sidewalk Repairs—This project will include the design and construction
of priority sidewalk and pedestrian safety improvements Citywide. The exact
scope of work will be determined based on priority. The proposed project budget
is $607,211.
6. Community Development Block Grant (CDBG) Improvements—This project
will utilize CDBG funds from Los Angeles County to repair and reconstruct
sidewalk and curb ramps to increase accessibility along path of travel in the City’s
right-of-way. The estimated budget for the project is $184,000.
7. Parking Lot C–Phase 2 Improvements—With completion of CIP 699 which
addresses the structural deficiencies and lighting improvements of the parking
structure as well as modernization of the elevator, there remains a need to
address the remaining supplemental structural work which primarily consists of
replacing and or modifying the handrails along the perimeter of the parking
structure. Once this work and other miscellaneous upgrade have been
completed then the interior and exterior of the structure will be painted. The
proposed budget includes $250,000 to complete the design work and advance
the project to construction advertisement, however, an additional $150,000 to
$250,000 may be required to complete the project for which staff will re-evaluate
once the design is complete at time of midyear budget.
8. Playground Equipment—Staff is proposing to dedicate $450,000 to fund
playground enhancements in three City parks. Preliminary renderings of options
being considered are shown in Attachment 7. Work will include:
a. Valley Park—full replacement of the two- to five-year-old play structure
with a new unit with integrated shade sail and new rubberized (pour-in-
place) mat; repairs to the existing 5 to 12 year old structure and
incorporation of an integrated shade sail;
b. Seaview Park—full replacement of the existing play structure with a new
unit with integrated shade sail and rubberized (pour-in-place) mat; and
c. South Park—replacement of existing rubberized (pour-in-place) mat at
center playfield area.
Staff has explored cost options for installing a larger shade sail system at Valley
and Seaview Parks in lieu of the integrated shade sails; however, the cost is
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anticipated to be approximately $350,000 greater and staff was unable to find
sufficient funds to cover the increase in cost for that option. Staff is actively
exploring a competitive grant opportunity with the State’s Extreme Heat and
Community Resilience Program (EHCRP) to potentially fund the large shade sail
option.
In order to free up funding for high priority projects and to avoid tying up money in
projects not scheduled to advance in the coming fiscal year, staff moved one project to
the Deferred and Unfunded Future Projects list, awaiting funding in a future budget
cycle. Staff was also able to release approximately $3.2M in funding from currently
programmed CIPs that came under budget so that those funds could be redistributed to
other high priority projects in the FY 2025–26 CIP, including but not limited to Pier
structural repairs and roadway resurfacing needs.
Staff also identified several other future project needs, including subsequent phases of
current projects, and added them to the Deferred and Unfunded Future Project list. This
includes over $60M in unfunded needs for currently programmed or recurring projects
identified on the 5-year CIP, plus an additional $30M to $162M for projects not currently
programmed but listed on the Deferred and Unfunded Future Projects list.
At the CIP Study Session, City Council can take into consideration whether other
projects should be delayed until a future fiscal year due to prioritization.
Additional Matters for City Council Consideration:
1. Parking Lot D (CIP 682)
At its November 12, 2024 meeting, City Council directed staff to reject all bids
and place the project on hold until the 2025–2026 budget discussions are held.
As the project is tied to two grant awards from outside agencies, staff needs
direction from City Council on how to proceed. Attachment 8 details the project
background, funding summary, current project drawings, and five options for
Council consideration. The final design plans are included in Attachment 9.
2. New Corporate Yard Facilities (CIP 615)
During the 2023 and 2024 CIP Study Sessions, Council indicated a desire for the
project to proceed through an alternative project delivery model: design-build
versus the traditional design-bid-build method. Attachment 10 details project
delivery options for the City Yard. One important consideration is that there is
currently no plan to finance for the entire City Yard project which is anticipated to
cost upwards of $15M to $20M depending on final design. However, City has
approximately $2.63M set aside in available funding that will be more than
sufficient to advance the design of the project.
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That funding could be used to advance design in any of the procurement
methods discussed in the attached, with the possible exception of a Stipulated
Sum Design-Build, where the project funding will need to be in place. Overall, it
is staff recommendation to proceed with the Progressive-Design-Build
procurement because:
It is the most expedient form of procurement and will therefore accelerate
the project.
It does not require the city to invest considerable sums in up front design
specifications, bidding documents or stipends for losing teams versus a
more traditional design-build process
There's cost certainty through the design process due to early builder
involvement.
Builder involvement during the design allows for real time value
engineering as plans are developed.
An experienced design-build team will work collaboratively with city staff
through this complex project identifying and mitigating such risks such as:
o defining the program,
o phasing and logistics during the construction cycle,
o constructability,
o environmental contamination clean-up methods, and
o finding creative ways to improve workflow.
Given the size and scope of the project and an Owners Advisor (also commonly
referred to as an Owners Representative) would be needed to supplement City
staff for any of the procurement methods; however, the role of the Owner Advisor
(OA) will be slightly different depending on the procurement method chosen.
Should Council direct staff to proceed with a progressive-design-build delivery
model for the City Yard Project, services of an Owner’s Representative (OR)
becomes necessary. Staff has already begun drafting the Request for
Qualifications (RFQ) for the OR services with advertisement anticipated in May
and contract award in July or August. The OR would assist staff with:
preparing the RFQ for the progressive design build team and advise staff
in selecting the best qualified design-build team and negotiating their
contract;
reviewing design packages and shop drawings for completeness and
program compliance, in coordination with the City Engineer;
assisting city staff with reviewing change orders for reasonableness and
validity, and
coordinating building commissioning and moving.
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Even with the OR, Public Works will need to dedicate significant staff resources
to advance the project through a progressive design build process as the City
will be committed to meeting certain review, and decision, milestones throughout
the project. The OR will help ensure that project progresses smoothly and
expeditiously.
3. Feasibility of Storage Lot Reuse
At its April 8, 2025 meeting, City Council directed staff to present an information
item at the CIP Study Session in May 2025 to discuss the feasibility of
demolishing the storage building south of City Hall and replacing it with temporary
paid parking. This option also assumes that parking in the City Hall lot would also
need to be converted to paid parking given its proximity and the City may have
to consider the appropriateness of a validation system for City business and
library parking. Staff prepared a conceptual layout for the 52,000 square foot lot,
which may be able to accommodate approximately 155 standard parking spaces
after the demolition of the existing building. This would result in a net increase of
133 public/staff parking spaces versus the existing condition.
Staff estimates a rough order of magnitude cost for this option to be
approximately $1,990,000 including approximately $500,000 for the demolition
of the existing structure and approximately $1,310,000 for design and
construction. Taking into consideration current income from leasing out the
storage lot, total construction and finance costs for converting to paid parking, as
well as future income from parking, it is estimated that the payback timeline for
this option would be approximately 12-years depending on actual project costs
and future parking lot usage.
Given the 12-year payback period, City Council would have to take into
consideration whether the storage lot property will be needed within that
timeframe, reducing or eliminating cost effectiveness, to accommodate any
potential relocation of City uses, or provide for temporary construction swing
space, associated with any future Civic Facilities Project.
Coastal Commission approval would be required to convert the existing free
parking spaces to metered parking as the existing lot is part of the required free
remote parking spaces required by the City’s Coastal Permit. The City is required
to have 396 free remote parking spaces in generally a public space that is located
within five to eight blocks walking distance of the beach. The permit currently
requires the parking spaces in the Storage Lot and the City Hall parking lot to be
free long-term (6 to 12 hours) on weekends and holidays during the hours of
enforcement of the preferential parking district (10 AM to 10 PM). Conversion of
the spaces in the storage lot, and/or in the City Hall parking lot, may result in the
City not being able to meet that requirement without adding free remote parking
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at another location. This addition, or potential reallocation of the free remote
parking spaces, would require Coastal Commission review and approval.
The project would also require Planning Commission’s review of a Precise
Development Plan (PDP), identification of project funding, and dedication of
engineering staff resources to advance this effort against other currently
programmed projects and priorities.
If directed to proceed with this option, the project timeline would be approximately
15 months for the design phase including three to four months for final design,
three months for Planning Commission’s review, and six to nine months for
Coastal Commission review and permitting and another six to nine months for
advertising and construction. Attachment 11 shows the conceptual parking
layout as well as detailed fiscal impacts associated with this option.
4. Kelly Courts Improvements (CIP 619)
At its February 25, 2025 meeting, the City Council rejected all construction bids
for the project and directed staff to obtain additional feedback from both the
Parks, Recreation, and Community Resources Advisory Commission and the
Public Works Commission to review the project and provide feedback before
determining the next steps. Both commissions have since unanimously approved
a recommendation to City Council to readvertise the project as currently
designed. Staff is seeking direction on how to proceed with this project.
5. Funding for Paving Projects
As currently proposed, staff is recommending creation of two new paving projects
for FY 25–26 with a combined budget of $3.86M. According to the Pavement
Management Plan, the City will need to spend a minimum of $3.1M in
construction (excludes soft costs) to maintain the current pavement condition city
wide. Due to current funding limitations and competing priorities, the current CIP
would not be able to deliver both projects within the next fiscal year and would
result in a degradation of pavement condition. Deferred pavement maintenance,
if not addressed, will lead to in increasing costs for the City over time.
6. 14th Street Restroom (CIP 692)
According to the 2024–2025 Estimated CIP Project Schedule (Attachment 12),
work on the project was not anticipated to commence until at least May 2027.
The proposed 2025–26 Estimated CIP Project Schedule shows the project
potentially starting on a slightly earlier timeline (June 2026), but it is unlikely to
begin in FY25–26 due to a number of competing priorities and limited availability
of funding.
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The project is currently only funded with approximately $198,000 which may only
be sufficient to begin the design phase; however, additional funding may be
required to the complete design and permitting process as well as additional
funding to complete construction. Moreover, once design commences, it is
anticipated that the project will require Coastal Commission approval, which is a
lengthy process, and may potentially require Planning Commission depending
on the scope of work and size of the building.
As the Public Works Department has received a number of requests regarding
conditions of the facility and requests for beatification, staff has worked to
address the most pressing needs in the facility include recent repairs on the
sewer pump and recent installation of a secondary pump system, completed on
April 10, 2025. Staff also anticipates making a supplemental budget request of
approximately $75,000 as part of the FY 25–26 Budget process to allow the
Public Works team to advance near- term improvements, which may include:
Replacement of damaged metal louvered windows surrounding the
building (which have been boarded up and currently restrict air flow);
Painting inside and outside of the facility;
Recoat existing roof;
Block wall repair;
Hand rail repair;
Concrete crack filling;
Replacement of damaged restroom dividers in men’s;
Installation of a missing sink in men’s room;
Installation of missing urinal in men’s room;
Installation of an additional second urinal; and
Upgrade of front landscape planters.
The above work would be completed largely by Public Works Operation and
Maintenance staff with supplemental services by a roofing contractor and
masonry contractor. Staff recommends that Council revisit the scope of CIP 692
following the completion of this work.
Upcoming Budget Process
As a reminder to City Council and the community, there are several upcoming meetings
in which the Capital Improvement Program and Preliminary 2025–26 Budget will be
discussed prior to final adoption. The community is invited and encouraged to provide
feedback in advance of each meeting:
May 15, 2025—Posting of the 2025–26 Preliminary Budget
May 21, 2025—Public Works Commission Meeting
May 29, 2025—Public Hearing: Adoption of the 2025–26 Budget
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General Plan Consistency:
This report and associated recommendation have been evaluated for their consistency
with the City’s General Plan. Relevant Policies are listed below:
Goal 1. A high degree of transparency and integrity in the decision-making
process:
Policies:
1.1 Open Meetings. Maintain the community’s trust by holding meetings in which
decisions are being made, that are open and available for all community
members to attend, participate, or view remotely.
1.2 Strategic planning. Regularly discuss and set priorities at the City Council
and management level to prioritize work programs and staffing needs.
1.3 Priority-based budgeting. Utilize priority-based budgeting to ensure
funding allocations are consistent with the priorities set by the community and
City Council
1.4 Consensus oriented. Strive to utilize a consensus-oriented decision-making
process.
Goal 2. The community is active and engaged in decision-making processes.
Policies:
2.1 Multiple outreach methods. Consistently engage in community outreach
through neighborhood forums, social media, the latest technologies, personal
interaction, and other methods on a regular basis.
2.2 Universal outreach. Utilize diverse methods of outreach that promote public
participation and ensure Hermosa Beach events are communicated to all
segments of the communities.
2.4 Public forums. Host periodic public forums on issues important to the
community, facilitating these forums with the purpose of guiding City policy.
Fiscal Impact:
The proposed FY 2025–26 Capital Improvement Program identifies an overall budget
of $35,895,359 including $15,277,838 in newly requested CIP for the 2025–26 Fiscal
Year.
The $15,277,838 in newly requested upcoming FY 2025–26 CIP budget is based on
release of CIP project budgets in the current fiscal year due to completion and with
projected upcoming FY 2025–26 revenue. The newly requested CIP is comprised of
$4,317,607 directly charged to its Special Revenue funding sources, $6,928,631 funded
by the Capital Improvement Project Fund and $4,031,600 for the Greenwich Village
Utility Undergrounding.
The funding is allocated in the following project categories:
Page 48 of 324
City of Hermosa Beach | Page 26 of 26
Street + Highway Improvements: $13,657,574
Sewer + Storm Drain Improvements: $6,124,058
Park Improvements: $2,384,715
Public Building + Ground Improvements: $13,729,012
Staff also identified several other future projects needs, and subsequent phases of
current projects, and added them to the Deferred and Unfunded Future Project list,
including more than $60M in unfunded needs for currently programmed or recurring
projects needs, as identified on the 5-year CIP, and an additional $30M to $162M of
other unfunded needs for projects not currently programmed but identified on the
Deferred and Unfunded Future Projects list.
Attachments:
1. FY 2025–26 CIP Proposed Budget Summary
2. FY 2025–26 5-year CIP and Unfunded Future Projects
3. FY 2024–25 CIP Status
4. FY 2025–26 CIP Tentative Schedule
5. Tsunami Siren Option
6. Pavement Management Plan (PMP)
7. Draft Options for Playground Equipment
8. CIP 682 Lot D Memorandum
9. CIP 682 Project Design Plans
10. City Yard Project Delivery Alternatives
11. Storage Lot Reuse Conceptual Layout and Fiscal Impacts Summary
12. FY 2024–2025 Estimated CIP Project Schedule
Respectfully Submitted by: Joe SanClemente, Public Works Director
Noted for Fiscal Impact: Brandon Walker, Administrative Services Director
Reviewed by: Angela Crespi, Deputy City Manager
Approved: Suja Lowenthal, City Manager
Page 49 of 324
CIP NO.PROJECT NAME State Gas Tax Fund TDA Fund TycoFund
Park/Rec Facility Tax Fund CDBG Fund Prop AFund Prop C Fund Measure R Fund Measure M Fund Measure W Fund Grants Fund SewerFund Storm DrainFund
RTI Undersea Cable Fund
RTIUndersea Cable Tidelands Fund
Capital Improvement Fund Greenwich Village Utility Undgrounding Fund TOTAL Current Year Request
TOTAL CIP FUNDING FY 25-26
115 116 122 125 140 145 146 147 148 149 150 160 161 190 191 301 313 Fund Amount
102 Bus Stop Improvements 372,000 372,000 146 0 372,000
0 115 1,260,120 1,260,120
0 122 204,917 204,917
0 146 633,169 633,169
0 147 858,354 858,354
0 148 574,105 574,105
0 150 50,000 50,000
3,580,665
600,000 600,000 115 0 600,000
15,257 15,257 116
500,000 500,000 122 0 500,000
206,807 206,807 146 0 206,807
540,000 540,000 147 0 540,000
370,000 370,000 148 0 370,000
1,193,193 1,193,193 301 0 1,193,193
3,410,000
107 Slurry Seal Improvements 450,000 450,000 301 0 450,000
109 Utility Box Wrappings 0 301 36,227 36,227
111 Gateway and Wayfinding Signs Conceptual Design 26,123 26,123 301 48,877 75,000
113 City Wide Multi-Space Meters Deployment 200,000 90,000 290,000 301 10,000 300,000
114 Greenwich Village North Undergrounding 4,031,600 4,031,600 313 0 4,031,600
9,931 9,931 115 0 9,931
129,312 129,312 146 0 129,312
467,968 467,968 301 0 467,968
607,211
143 PCH Mobility Improvement Project 30,000 30,000 147 0 30,000
164 Hermosa Ave Green Street 0 149 123,262 123,262
0 116 18,000 18,000
0 146 110,000 110,000
128,000
0 190 403,352 403,352
0 191 95,000 95,000
498,352
609,931 15,257 500,000 0 0 0 708,119 570,000 370,000 0 0 0 0 0 200,000 2,227,284 4,031,600 9,232,191 4,425,383 13,657,574
417 Annual Storm Drain Improvements 0 161 1,072,445 1,072,445
421 Annual Sewer Improvements - Phase 2 0 160 3,865,610 3,865,610
423 Annual Sewer Improvements 800,000 800,000 160 211,003 1,011,003
438 Stormwater Dry Wells 0 149 175,000 175,000
0 0 0 0 0 0 0 0 0 0 0 800,000 0 0 0 0 0 800,000 5,324,058 6,124,058
115 Annual City Sidewalk Improvements
TOTAL FOR PROJECT
106 Annual Street Improvements
TOTAL FOR PROJECT
City of Hermosa Beach
DEPARTMENT OF PUBLIC WORKS`CAPITAL IMPROVEMENT PROGRAM - FY2025-26
Remaining
Prior Year Funding
STREET AND HIGHWAY IMPROVEMENTS
105 Annual Street Improvements
TOTAL FOR PROJECT
STREET AND HIGHWAY
IMPROVEMENTS SUBTOTAL
SEWER/STORM DRAIN IMPROVEMENTS
193 Pedestrian Crossing Safety
Improvements TOTAL FOR PROJECT
TOTAL FOR PROJECT
Parking Lot A Improvements695
SEWER/STORM DRAIN IMPROVEMENTS SUBTOTAL
Page 50 of 324
CIP NO.PROJECT NAME State Gas Tax Fund TDA Fund TycoFund
Park/Rec Facility Tax Fund CDBG Fund Prop AFund Prop C Fund Measure R Fund Measure M Fund Measure W Fund Grants Fund SewerFund Storm DrainFund
RTI Undersea Cable Fund
RTIUndersea Cable Tidelands Fund
Capital Improvement Fund Greenwich Village Utility Undgrounding Fund TOTAL Current Year Request
TOTAL CIP FUNDING FY 25-26
115 116 122 125 140 145 146 147 148 149 150 160 161 190 191 301 313 Fund Amount
City of Hermosa Beach
DEPARTMENT OF PUBLIC WORKS`CAPITAL IMPROVEMENT PROGRAM - FY2025-26
Remaining
Prior Year Funding
70,000 70,000 125 0 70,000
380,000 380,000 301 0 380,000
450,000
0 125 75,112 75,111
0 150 286,091 286,091
0 301 248,322 248,322
609,524
610 Fort Lots-of-Fun Park Wall
and Gate Improvements 57,000 57,000 301 93,042 150,042
0 122 250,000 250,000
0 125 310,000 310,000
0 301 615,149 615,149
1,175,149
0 0 0 70,000 0 0 0 0 0 0 0 0 0 0 0 437,000 0 507,000 1,877,716 2,384,715
605 City Facilities Condition and Needs Assessment 0 301 346,530 346,530
611 Parking Structure (Lot C) Improvements - Phase 2 250,000 250,000 301 0 250,000
615 New Corporate Yard
Facilities4 249,809 249,809 301 750,191 1,000,000
617 Civic Center Charging Stations 0 301 49,130 49,130
60,000 60,000 122 0 60,000
70,300 70,300 150 3 4,700 75,000
76,175 76,175 301 23,825 100,000
235,000
621 Comprehensive Downtown Lighting Design 0 301 142,284 142,284
0 191 59,857 59,857
160,000 160,000 122 96,767 256,767
3,388,363 3,388,363 301 0 3,388,363
3,704,988
625 City Wide ADA Improvements 0 301 238,039 238,039
626 CDBG Improvements 184,000 184,000 140 0 184,000
630 Community Center Gas
Repairs 0 301 350,000 350,000
633 Base 3 Electrical Improvements 0 301 300,000 300,000
635 Community Center Windows Replacement 300,000 300,000 301 0 300,000
0 149 200,000 200,000
0 150 1,2 857,600 857,600
0 161 781,906 781,906
0 301 28,650 28,650
1,868,156
685 Real Time Crime Center 0 150 963,000 963,000
TOTAL FOR PROJECT
Playground Equipment Replacement504
PARK IMPROVEMENTS
603 South Park Slope, Irrigation, and Landscape Improvements TOTAL FOR PROJECT
TOTAL FOR PROJECT
Kelly Courts Improvements
PARK IMPROVEMENTS
SUBTOTAL
TOTAL FOR PROJECT
623 Pier Structural Repairs
TOTAL FOR PROJECT
PUBLIC BUILDING AND GROUND IMPROVEMENTS
618 Tsunami Siren
TOTAL FOR PROJECT
619
682 Parking Lot D Improvements
Page 51 of 324
CIP NO.PROJECT NAME State Gas Tax Fund TDA Fund TycoFund
Park/Rec Facility Tax Fund CDBG Fund Prop AFund Prop C Fund Measure R Fund Measure M Fund Measure W Fund Grants Fund SewerFund Storm DrainFund
RTI Undersea Cable Fund
RTIUndersea Cable Tidelands Fund
Capital Improvement Fund Greenwich Village Utility Undgrounding Fund TOTAL Current Year Request
TOTAL CIP FUNDING FY 25-26
115 116 122 125 140 145 146 147 148 149 150 160 161 190 191 301 313 Fund Amount
City of Hermosa Beach
DEPARTMENT OF PUBLIC WORKS`CAPITAL IMPROVEMENT PROGRAM - FY2025-26
Remaining
Prior Year Funding
0 122 0 0
0 301 1,051,067 1,051,067
1,051,067
0 122 91,948 91,948
0 125 44,185 44,185
0 160 61,946 61,946
198,079
0 122 935,192 935,192
0 149 69,370 69,370
0 161 124,800 124,800
0 190 959,288 959,288
0 301 460,089 460,089
2,548,739
0 0 220,000 0 184,000 0 0 0 0 0 70,300 0 0 0 0 4,264,347 0 4,738,647 8,990,364 13,729,012
609,931 15,257 720,000 70,000 184,000 0 708,119 570,000 370,000 0 70,300 800,000 0 0 200,000 6,928,631 4,031,600 15,277,838 20,617,522 35,895,359
Footnotes:
1 California State Coastal Conservancy Grant of $433,650. 2021
2 Measure W Regional Grant of $423,950. 2022
3 FEMA Hazard Mitigation Grant
4 Funds resereved for City Yard of $1,639,469
5 Blue indicates newly created CIP
FUND TOTALS
692 14th Street Beach Restroom Improvements
TOTAL FOR PROJECT
Clark Building Renovations 689
PUBLIC BUILDING AND GROUND IMPROVEMENTS SUBTOTAL
699 Parking Structure (Lot C)
Improvements - Phase 1
TOTAL FOR PROJECT
TOTAL FOR PROJECT
Page 52 of 324
City of Hermosa Beach
Department of Public WorksCapital Improvement Program
For Fiscal Years 2025-26 Thru 2029-30
FY 25-26 FY 26-27 FY 27-28 FY 28-29 FY 29-30 UNFUNDED
AMOUNT TOTALS
372,000 500,000 1,000,000 1,500,000 1,872,000
3,580,665 0 3,580,665
3,410,000 0
450,000 0 450,000
36,227 0 36,227
75,000 0 75,000
300,000 0 300,000
4,031,600 0 4,031,600
607,211 0 607,211
30,000 TBD TBD TBD TBD TBD 30,000
123,262 0 123,262
128,000 500,000 1,000,000 1,500,000 1,628,000
498,352 0 498,352
4,000,000 4,000,000 4,000,000 4,000,000 16,000,000 16,000,000
450,000 450,000 450,000 450,000 1,800,000 1,800,000
750,000 750,000 750,000 750,000 3,000,000 3,000,000
140,000 140,000 280,000 280,000
13,642,317 6,200,000 7,340,000 5,200,000 5,340,000 24,080,000 34,312,317
1,072,445 3,000,000 3,000,000 4,072,445
3,865,610 0 3,865,610
1,011,003 3,000,000 3,000,000 4,011,003
175,000 TBD TBD TBD 175,000
600,000 600,000 600,000 1,800,000 1,800,000
250,000 250,000 250,000 750,000 750,000
6,124,058 6,000,000 850,000 850,000 850,000 8,550,000 14,674,058
450,000 0 450,000
609,525 0
150,042 500,000 500,000 650,042
1,175,149 0 1,175,149
2,384,716 500,000 0 0 0 500,000 2,275,191
CIP 193 Pedestrian Crossing Safety Improvements
CIP 107 Slurry Seal Improvements
CIP 115 Annual City Sidewalk Improvements
CIP 610 Fort Lots-O-Fun Wall and Gate Improvements
CIP 143 PCH Mobility Improvement Project
CIP 114 Greenwich Village North Undergrounding
SUBTOTAL
PARKS IMPROVEMENTS
PROJECT NAME
STREET AND HIGHWAY IMPROVEMENTS
CIP 102 Bus Stop Improvements
CIP 105 Annual Street Improvements
CIP 106 Annual Street Improvements
CIP 504 Playground Equipment Replacement
SUBTOTAL
CIP 619 Kelly Courts Improvements
CIP 603 South Park Slope, Irrigation, and Landscape Improvements
SUBTOTAL
CIP 695 Parking Lot A Improvements
CIP Annual Street Improvements
CIP CDBG Improvements
CIP Annual City Sidewalk Improvements
CIP Slurry Seal Improvements
CIP 109 Utility Box Wrappings
CIP 111 Gateway and Wayfinding Signs Conceptual Design
CIP 113 City Wide Multi-Space Meters Deployment
CIP 164 Hermosa Ave Green Street
CIP Annual Storm Drain Improvements
CIP 417 Storm Drain Improvements - Various Locations
CIP 421 Annual Sewer Improvements - Phase 2
CIP 423 Annual Sewer Improvements
SEWER/STORM DRAIN IMPROVEMENTS
CIP 438 Stormwater Dry Wells
CIP Annual Sewer Improvements
Page 53 of 324
City of Hermosa Beach
Department of Public WorksCapital Improvement Program
For Fiscal Years 2025-26 Thru 2029-30
FY 25-26 FY 26-27 FY 27-28 FY 28-29 FY 29-30 UNFUNDED
AMOUNT TOTALSPROJECT NAME
346,530 0 346,530
250,000 250,000 250,000
1,000,000 1,000,000 18,000,000 19,000,000 20,000,000
49,130 0 49,130
164,700 0 164,700
142,284 0 142,284
3,704,988 0 3,704,988
238,039 0 238,039
184,000 0
350,000 0
300,000 0
300,000 3,000,000 3,000,000
1,868,156 0 1,868,156
963,000 3,000,000 3,000,000 3,963,000
1,051,067 0 1,051,067
198,079 75,000 900,000 975,000 1,173,079
2,548,739 0 2,548,739
250,000 250,000 250,000 250,000 1,000,000 1,000,000
13,658,712 7,575,000 19,150,000 250,000 250,000 27,225,000 36,249,712
35,809,802 20,275,000 27,340,000 6,300,000 6,440,000 60,355,000 87,511,277
CIP 621 Comprehensive Downtown Lighting Design
CIP 605 City Facilities Condition and Needs Assessment
CIP 623 Pier Structural Repairs
CIP 617 Civic Center Charging Stations
CIP 618 Tsunami Siren
SUBTOTAL
CIP 689 Clark Building Renovations
CIP 699 Parking Structure (Lot C) Improvements - Phase 1
CIP 611 Parking Structure (Lot C) Improvements - Phase 2
CIP 626 CDBG Improvements
CIP 692 14th Street Beach Restroom Improvements
CIP 685 Real Time Crime Center
PUBLIC BUILDINGS AND GROUNDS
IMPROVEMENTS
CIP 615 New Corporate Yard Facilities
CIP 625 City Wide ADA Improvements
CIP 682 Parking Lot D Improvements
CIP 630 Community Center Gas Repairs
CIP 633 Base 3 Electrical Improvements
CIP 635 Community Center Windows Replacement
CIP City Wide ADA Improvements
ANNUAL PROJECT COST TOTALS
Page 54 of 324
City of Hermosa Beach
Department of Public WorksCapital Improvement Program
For Fiscal Years 2025-26 Thru 2029-30
FY 25-26 FY 26-27 FY 27-28 FY 28-29 FY 29-30 UNFUNDED
AMOUNT TOTALSPROJECT NAME
Clark Stadium Bleachers
Records Center Renovations Design and Construction
Community Center Theater Renovations
Park Master Plan Implementation of New Recommendations
Downtown Lighting Final Design and Construction
Hermosa Ave Greenwich Village Street Realignment Assessment
Forts Lots-Of-Fun Park Improvements (Former Prospect school building and site)
Pier Deck Repairs and Other Structural Improvements - Construction
CIP 503 City Park Lighting Conceptual Design and Construction
Skate Park Improvements
Lawn Bowling Building Repairs
Library Community Project Phase II Assessment
CIP 609 Pier Plaza Flood Lamp Safety Lighting Improvements
Gateway and Wayfinding Signage Final Design, Fabrication, and Installation
CIP 684 Emergency Operations Center (EOC) Renovations
DEFERRED AND UNFUNDED FUTURE
PROJECTS
CIP 110 Strand Bollards Permitting, Design, and Construction
CIP 188 Strand Bikeway and Walkway Improvements at 35th St
Civic Center Deferred Maintenance
$2,000,000 - $4,000,000
$100,000 - $200,000
$3,000,000 - $5,000,000
$600,000 - $800,000
DEFERRED AND UNFUNDED FUTURE
PROJECT COST TOTALS $30,000,000 - $162,000,000
ESTIMATED COST
$500,000 - $3,000,000
$1,000,000 - $3,000,000
$1,000,000 - $3,000,000
$300,000 - $500,000
$1,500,000 - $3,000,000
$100,000 - $300,000
$500,000 - $2,000,000
>$10,000,000
$1,500,000 - $2,000,000
$5,000,000 - $14,000,000
$8,000,000 - $21,000,000
$500,000 - $4,000,000
$3,000,000 - $5,000,000
$200,000 - $2,000,000
Page 55 of 324
City of Hermosa Beach
Updated 04-16-2025 UPDATED FY 2024-25 CAPITAL IMPROVEMENT PROGRAM Light Blue indicates project milestone updates. ADA ComponentCIP No.Project Name
Project CategoryProject Budget1 Project Manager
Conceptual PlanningPreliminary DesignFinal Engineering DesignProject Approvals/BiddingConstructionCloseoutProject Initiation Date Estimated Project
Completion Date2 Current Project Status Project Description
X 105 Annual Street Improvements SH 4,099,470$ Briana Aube X 04/24 06/25
Combined with CIP 695. Project advertised on 12/12/24 (4 months ahead of schedule), bid opening on 01/15/25. Construction
contract awarded by Council on February 25, 2025. Contract is fully executed. Pre-construction meeting scheduled for March
19, 2025. NTP and start of construction April 7, 2025. Anticipated completion June 2025 (6 months ahead of schedule).
This project provides for pavement rehabilitation of various streets throughout the city. The project will also repair/replace
deteriorated portions of sidewalk, curb and gutter, and curb ramps.
This work will be performed following the sewer and storm drain repairs identified in the Sewer and Drainage Master Plans.
This project is combined with CIP 695 Parking Lot A Improvements.
109 Utility Box Wrappings SH 48,500$ Karla Vargas X 07/21 07/25
Art on 8 of the 24 boxes has been designed and installed. 4 boxes are currently in the art installation process—two are being
painted by local artists and two are being wrapped by our PW maintenance team. The design has been finalized for 3 of the
remaining 12 boxes The scheduled has been extended to allow additional necessary time for PW staff to prepare electronic
art work, paint and repair utility boxes and schedule wrapping.
This project will add decorative paint and/or wraps to city-owned utility boxes throughout the city. The City is engaging a local
artist cooperative to create the artwork that will either be painted or applied via vinyl wrap to the boxes. City Yard staff, who
have been trained in wrap application, will be involved in this project.
111 Gateway and Wayfinding Signs
Conceptual Design SH 48,877$ Brandon Araujo X 07/21 09/25
Project timeline extended due to staffing availability and contract agreement expiration. Staff procured a new contract
agreement in fall 2024, that was then executed in December 2024. Staff has since completed a more detailed existing
conditions inventory assessment and finalized initial comments on the draft preliminary designs that have been sent to the
design consultant for consideration. Staff is actively working to negotiate a task order agreement under the new contract to
finalize the preliminary design effort, which, omce resumed, is anticipated to take approximately 4 to 6 months to complete.
The adopted budget for Fiscal Year 2024–25 identifies the next phase of the project under the Deferred and Unfunded Future
Project list and would need to be considered for funding as part of a future budget cycle; CIP 111 is preliminary design only
and does not include any funding for final design or implementation.
This project will evaluate gateway and wayfinding signage throughout the city. Recommendations will include locations,
preliminary design, and order of magnitude cost estimates for final design, sign fabrication, and installation.
X 112 Annual City Sidewalk Improvements -
Phase 2 SH 739,243$ Karla Vargas X 07/25 02/27 Phase 2: Scope of Work for the larger project is to be determined and pending staff availability, currently estimated to
commence fall 2025.
This project provides repairs, grinding, replacement, and improvements to sidewalks throughout the city at various locations to
maintain and improve safety. Locations to be determined.
164 Hermosa Avenue Green Street SH 141,740$ Briana Aube X 02/18 11/25
Design completed. Terms of construction MOU approved by Council at the November 12, 2024 meeting executed. City of
Torrance is taking the lead on advertising the project for construction. Project bids opened February 2025. City of Hermosa
Beach to seek funding amendment due to higher than anticipated bid items, subject to City Council approval, tentatively
targeted for consideration in May.
This project will install permeable gutters to increase stormwater infiltration on Hermosa Avenue, Beach Drive, Herondo
Street, 6th Street, 2nd Street, 1st Street, and adjacent streets.
This project is part of a multi-city green street project led by the City of Torrance and funded by Measure W.
X 194 Annual Striping Improvements SH 235,507$ Andrew Nguyen X 07/23 03/25
Combined with CIP 502 and 604. As of November 2024, City has been awarded $529,000 in Measure A grant funds from the
LA County Regional Park and Open Space District.
Pre-Con meeting with the Contractor was held September 5, 2024. Construction began on October 14, 2024. Ground breaking
ceremony held on October 14, 2024. Substantial completion of trail which is now open from Pier Ave to 8th St as of February
12, 2025. Additional work being scheduled with the contractor for additional hydroseeding and slope adjustments, which have
been delayed due to rain, to complete project in March.
This project provides traffic striping and pavement marking improvements and modifications to improve safety and visibility.
This project will help address thermoplastic striping needed which the City is not capable of installing directly.
This project is combined with CIP 502 Greenbelt Pedestrian Trail and CIP 604 Citywide ADA Improvements. All phases of
these projects will advance concurrently to construct an ADA-compliant, accessible path on the Greenbelt between Pier
Avenue and 8th Street with access to the Greenbelt via improved curb ramps, sidewalk, pavement markings, signage, ADA
parking, and other safety and accessibility measures.
421 Annual Sewer Improvements - Phase 2 SD 3,968,556$ Andrew Nguyen X 11/19 06/25
Contract awarded on July 9, 2024. Construction Agreement was fully executed on August 15, 2024. Construction started
September 16, 2024.
Pre-construction CCTV camera work completed. CCTV and access hole base repairs completed. Sewer main point repairs
completed; removal and replacement of main sewer underway. Contractor currently working in the area of 11th St and
Ardmore Ave. Project is approximately 39% complete.
Phase 1 of this project, which included lining, was completed. Phase 2 of this project includes design and construction of
sewer improvements and repairs based on the Sewer Master Plan. Improvements will include sewer pipe point repairs, sewer
pipe removal and replacement, and maintenance access hole rehabilitations.
Sewer repairs will take place at various locations throughout the city as part of this project.
438 Stormwater Dry Wells Assessment SD 259,000$ Heecheol Kwon X 10/23 TBD
Staff is working in collaboration with City of Redondo Beach on seeking outside funding to advance design and construction.
Measure W committee will soon accept new applications. Staff is waiting for application filing period to begin.
As required by the region’s Enhanced Watershed Management Plan (EWMP), this project will assess the implementation of a
series of drywells east of Pacific Coast Highway (PCH) between 1st Street and 10th Street to capture storm water and dry
weather flows within 118 acres of the Herondo Drain (SMB-6-1) watershed.
X 502 Greenbelt Pedestrian Trail PK 812,407$ Andrew Nguyen X 07/17 04/25
Combined with CIP 194 and 604. As of November 2024, City has been awarded $529,000 in Measure A grant funds from the
LA County Regional Park and Open Space District.
Pre-Con meeting with the Contractor was held September 5, 2024. Construction began on October 14, 2024. Ground breaking
ceremony held on October 14, 2024. Substantial completion of trail which is now open from Pier Ave to 8th St. as of February
12, 2025. Additional work being scheduled with the contractor for additional hydroseeding and slope adjustments, which have
been delayed due to rain, to complete and closeout project in April.
This project will remove woodchips and construct an accessible pedestrian trail composed of decomposed granite on the
Greenbelt between Pier Avenue and 8th Street.
This project is combined with CIP 194 Annual Striping Improvements and CIP 604 Citywide ADA Improvements. All phases of
these projects will advance concurrently to construct an ADA-compliant, accessible path on the Greenbelt between Pier
Avenue and 8th Street with access to the Greenbelt via improved curb ramps, sidewalk, pavement markings, signage, ADA
parking, and other safety and accessibility measures.
603 South Park Slope, Irrigation, and
Landscape Improvements PK 1,834,099$ Jonathan
Pascual X 11/20 09/25
Final design complete. Bid package advertised for construction November 21, 2024. Bids opened January 23, 2025.
Construction contract awarded by Council on February 25, 2025. NTP and start of construction was April 14, 2025.
Anticipated substantial completion July 2025.
Staff finalizing agreement for $189,849 of supplemental funding from California State Parks. Staff has applied to the West
Basin Turf Removal Grant program and the application was approved for up to $96,242.
This project will address repairs needed throughout the north side of the park including installing a new irrigation system and
landscaping including on the sloped areas.
ACTIVE PROJECTS
1 of 5
Page 56 of 324
City of Hermosa Beach
Updated 04-16-2025 UPDATED FY 2024-25 CAPITAL IMPROVEMENT PROGRAM Light Blue indicates project milestone updates. ADA ComponentCIP No.Project Name
Project CategoryProject Budget1 Project Manager
Conceptual PlanningPreliminary DesignFinal Engineering DesignProject Approvals/BiddingConstructionCloseoutProject Initiation Date Estimated Project
Completion Date2 Current Project Status Project Description
X 604 Citywide ADA Improvements PK 500,000$ Andrew Nguyen X 07/23 04/25
Combined with CIP 194 and 604. As of November 2024, City has been awarded $529,000 in Measure A grant funds from the
LA County Regional Park and Open Space District.
Pre-Con meeting with the Contractor was held September 5, 2024. Construction began on October 14, 2024. Ground breaking
ceremony held on October 14, 2024. Substantial completion of trail which is now open from Pier Ave to 8th St. Additional work
being scheduled with the contractor for additional hydroseeding and slope adjustments, which have been delayed due to rain,
to complete and closeout project in April.
This project provides improvements citywide in order to comply with the Americans with Disabilities Act (ADA) and meet the
latest Federal Standards along with the City’s Transition Plan.
This project is combined with CIP 194 Annual Striping Improvements and CIP 502 Greenbelt Pedestrian Trail. All phases of
these projects will advance concurrently to construct an ADA-compliant, accessible path on the Greenbelt between Pier
Avenue and 8th Street with access to the Greenbelt via improved curb ramps, sidewalk, pavement markings, signage, ADA
parking, and other safety and accessibility measures.
605 City Facilities Condition and Needs
Assessment PB 461,237$ Joe
SanClemente X 07/23 12/25
Civic Facilities Project Advisory Group meetings and other outreach activities are on-going.
Community meeting held on 1/22. Open house event at City Hall held on October 23, 2024. City Yard Open House event is
scheduled for Saturday, November 23, 2024.
The project will include an assessment of facilities throughout the City to understand improvement needs.
X 615 New Corporate Yard Facilities PB 789,997$ Joe
SanClemente X 07/15 12/27
Staff preparing background information necessary to advance the project, including preparation of a Request for Qualification
(RFQ) for owners advisor (OA) services. Current project funding for design only; construction funding will need to be identified.
The new fiberoptic connection to the City Yard was activated on May 10, 2024. The new connection to the South Bay fiber
network was funded through the SBCCOG.
This project is for the design and construction of a new City Yard. The current City Yard is in need of reconstruction. A new
City Yard will provide a safe and functional area for City maintenance crews and staging.
617 Civic Center Charging Stations PB 51,560$ Magvern By X 07/22 05/25
City staff is coordinating the phasing of this work with SCE and their subcontractors. Phase 1, which is the installation of new
switchgear pad and conduit to supply power to the new charging stations was completed on the week of October 14, 2024.
The first part of Phase 2, which is the running of electrical wires to all charging station locations of the charging stations was
completed December 2024. Second part of Phase 2 which is the installation and connection of the switch gear and meter was
completed February 6, 2025. SCE energized the new swithgear on April 8, 2025. Phase 3 which is the installation of the
charging station equipment is expected to be completed May 2025 following SCE inspections and clearances.
This project will explore the electrical power needs and installation of expanded electric vehicle charging infrastructure to serve
the Police Department fleet on Bard Street, adjacent the Police Department and City Hall. The expanded charging
infrastructure will install 20 Level 2 chargers.
619 Kelly Courts Improvements PB 1,223,103$ Laney Wilson X 07/22 TBD
Final design complete. Bid package advertised for construction December 12, 2024. Bid opening was January 23, 2025. At it's
February 25, 2025 meeting, City Council rejected all bids and requested staff to take the item to Parks, Recreation and
Community Resources Commission and the Public Works Commission for additional consideration. Both Parks, Recreation
and Community Resources Commission and the Public Works Commission recommended to move the project forward for
construction. Staff to seek council direction to re-advertize the project at April 22, 2025 Special Council Meeting.
This project will resurface and reconfigure the Kelly Courts at Clark Field. The courts will be restriped and reconfigured and
the lights and fencing relocated to meet court standards.
623 Pier Structural Inspection and Evaluation PB 517,100$ Azita
Fakoorbayat X 07/24 02/26
Notice to Proceed for an on-call structural engineer to complete a full assessment of the entire pier was issued September 18,
2024. A full detailed inspection of the entire structure including above and below water including full review the deck panels
started October 14, 2024. Structural engineering team completed the below deck inspection with boom lift and scaffolding
equipment, additional deck surface inspections, and underwater inspection in December 2024.
Staff and the City's structural enginnering have scheduled scheduling ambient vibration tests and subsequent sensing-based
structual integrity evaluation for March to occur during the evenings of March 18, 19, and 20 to further inform scoping of the
next round of repairs and cost-benefit analysis. The full assessment is anticipated to be completed in May 2025, with
identification of necessary additional construction funding, permitting of repairs, and design to follow.
An emergency partial inspection and evaluation was performed in coordination with CIP 629 and CIP 660, the results of which
identified high priority repairs which were completed through CIP 629.
Following completion of construction of CIP 629 and CIP 660, a full above and below water structural inspection of the pier is
required to meet requirements for marine structures. Based on this inspection, it is anticipated that additional pier structural
repairs will be required primarily on the pier deck. This project will also include design and permitting. Construction funding will
be identified as part of a future CIP.
685 Real Time Crime Center PB 963,000$ Brandon Araujo X 07/24 12/26
The project is funded through a federal grant. The grant agreement has been fully executed, with project completion required
by March 31, 2026. PW is working closely with PD and City Manager's office on advancing the project. At it's March 11, 2025
meeting, City Council authorized the purchase of 29 Mobile Digital Computers (MDCs), supporting hardware, and warranties
from Code 3 Technology through a Cooperative Sourcewell Agreement, in an amount not to exceed $168,793, which is an
essential first step to establish the real-time crime center. Staff is also working to advance other critical elements of the project
including additional security cameras and the software integration that will be the main component of bringing all our existing
programs and hardware together with new technology.
This project is to create a Real Time Crime Center (RTCC) for the City of Hermosa Beach. A RTCC is a technology-driven
support center which uses state of the art technology to provide real time information to officers and detectives working in the
field and investigating crimes that are reported.
2 of 5
Page 57 of 324
City of Hermosa Beach
Updated 04-16-2025 UPDATED FY 2024-25 CAPITAL IMPROVEMENT PROGRAM Light Blue indicates project milestone updates. ADA ComponentCIP No.Project Name
Project CategoryProject Budget1 Project Manager
Conceptual PlanningPreliminary DesignFinal Engineering DesignProject Approvals/BiddingConstructionCloseoutProject Initiation Date Estimated Project
Completion Date2 Current Project Status Project Description
X 689 Clark Building Renovations PB 3,619,629$ Saad Malim X 07/17 05/25
Contract awarded on July 9, 2024. Construction Agreement was fully executed on August 26, 2024. Construction started
October 7th, 2024. Abatement work, site demolition and grease interceptor installation, rough grading, below ground plumbing
and SCE utility undergrounding trench work, switchgear installation, rough electircal, rough plumbing and framing and trash
enclosure, drywall installation, exterior handrails, exterior painting, site concrete and exterior HVAC enclosure and accoustic
ceiling installation has been completed. HVAC work, low voltage wiring, exterior lighting, kitchen and restroom tiles and food
prep equipment installation, interior painting and site electrification is currently underway. Construction is approximately 80%
complete. Anticipated project completion May 2025 with construction close-out through June/July.
The renovations will include the following:
New commercial kitchen per current Los Angeles County Department of Public Health requirements, including new
appliances, fixtures, storage cabinets, counter tops, flooring, grease trap system, and lighting;
New electric powered heating, ventilation and air conditioning (HVAC) system;
New audio-visual system including built-in speakers, overhead projector, and roll-down projection screen;
Architectural upgrades including:Furred out walls to hide system components such as electrical conduit and provide a new
smooth wall surface throughout; New decorative accents on the ceiling; Acoustic ceiling panels for sound absorption; New
commercial grade vinyl flooring; New interior and exterior light fixtures; Complete interior and exterior cleaning and painting;
and Restored original signage on the exterior of the building; New sewer lateral and connection; New plumbing system to
accommodate the updated restrooms and commercial kitchen, including new floors drains for ease in maintenance; Site
improvements including new concrete walkways and ramps to current accessibility standards, decorative enclosures around
the refuse storage area and HVAC units; new accessible entrance to the Lawn Bowling Club, and refreshed landscaping and
irrigation; Completely renovated restrooms to current accessibility standards, including new fixtures, partitions, vanities,
mirrors, flooring, and lighting; New electrical system including wiring and upgraded service connection necessary to serve the
enhanced building components; Asbestos and lead abatement work throughout the building; and necessary demolition work
associated with the renovation.
X 695 Parking Lot A Improvements PB 536,380$ Briana Aube X 07/19 06/25
Combined with CIP 105. Project advertised on 12/12/24 (4 months ahead of schedule), bid opening on 01/15/25. Construction
contract awarded by Council on February 25, 2025. Contract is fully executed. Pre-construction meeting scheduled for March
19, 2025. NTP and start of construction April 7, 2025. Anticipated completion June 2025 (6 months ahead of schedule).
This project will provide pavement rehabilitation in Parking Lot A.
This project is combined with CIP 105 Annual Street Improvements.
X 699 Parking Structure (Lot C) Improvements PB 2,914,866$ Jonathan
Pascual X 07/19 12/25
The project is advancing on two separate tracks: the elevator modernization and the structural repairs.
Elevator abatementment work is including drywall repairs is complete. Bids for construction of the elevator modernization
received December 5, 2024 and the contract documents have been executed. Notice to Proceed issued for February 17, 2025
following completion of abatement work. Material submittal review and procurement of long lead items is underway with actual
work likely to commence in June and be completed in July 2025.
Final design for structural and electrical improvements complete. Bid package advertised for construction January 9, 2025. Bid
opening scheduled February 19, 2025. Contract award anticipated in May with construction start targeted for fall 2025.
This project provides necessary structural, electrical, elevator repairs and improvements to the City's Parking Structure (Lot
C).
X 102 Bus Stops Improvements - Phase 2 SH $ 500,000 Andrew Nguyen X 7/1/2022 TBD
Phase 2, 30% Design is on hold pending staff availability and further information on any potential for grant award. Staff is
actively working on seeking outside grant funding for the project through the South Bay Cities Council of Governments. Staff
submitted a grant application for Measure M funds on January 16, 2025.
This project will improve bus stops throughout the city. These improvements will include Americans with Disabilities Act (ADA)
accessible curb ramps, crosswalk, striping improvements, furnishing, and other general improvements within direct vicinity of
the bus stops.
This project is combined with CIP 193 Pedestrian Crossing Safety Improvements. Phase 1 of the combined project was
constructed in spring 2024, and installed Rectangular Rapid Flashing Beacons (RRFBs) and updated signage and striping at
select pedestrian crossings on Hermosa Avenue, Manhattan Avenue, Pier Avenue, and Valley Drive.
Phase 2 of this combined project will holistically evaluate the safety and accessibility in the vicinity of bus stops on Hermosa
Avenue and at select other critical locations throughout the city then design and construct improvements.
113 Pay-By-App Street Parking Phase 2 SH 10,000$ TBD X 07/23 TBD
Pending staff availability.This project will include the installation of additional signage for the Pay-By-App parking system for on-street parking spaces.
The implementation will require the installation of signs that provide instructions for users and the zone numbers necessary to
use the system. The industry recommendation is that at least two signs be installed per block. City staff will install the
necessary signage and any additional poles. It is estimated that the City will need approximately 375 signs installed, and 30
new poles installed in some locations due to a lack of existing poles. The installation will occur in areas of the city where paid
parking is currently provided.
PENDING PROJECTS
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Page 58 of 324
City of Hermosa Beach
Updated 04-16-2025 UPDATED FY 2024-25 CAPITAL IMPROVEMENT PROGRAM Light Blue indicates project milestone updates. ADA ComponentCIP No.Project Name
Project CategoryProject Budget1 Project Manager
Conceptual PlanningPreliminary DesignFinal Engineering DesignProject Approvals/BiddingConstructionCloseoutProject Initiation Date Estimated Project
Completion Date2 Current Project Status Project Description
X 143 PCH Mobility Improvement Project SH 49,226$ Brandon Araujo X 07/18 TBD
The Project is temporarily paused. Metro has reassigned new project manager to oversee the project. The project remains
on hold while Metro resolves consultant contract services agreement to further advance the project through the PA&ED phase.
Staff is actively working with Metro to seek additional funding through the South Bay Cities Council of Governments. Staff
submitted a grant application for Measure M funds on January 16, 2025.
The City has identified a number of complete street project elements that can be implemented to improve mobility,
accessibility, and safety along the Pacific Coast Highway (PCH) corridor in Hermosa Beach. These elements are described in
the Project Study Report prepared by the City and Caltrans in 2015 and include: Traffic Signal Synchronization, Landscape
Medians, Americans with Disabilities Act (ADA) Improvements/Removal of Utility Impediments, Transit Access Enhancements,
Pedestrian Enhancements, and Aesthetic Enhancements.
Collectively, the improvements will address existing, near-term, and long-range future traffic conditions along this corridor by
improving intersection operations, reducing instances of unsafe turning movements, creating a safe and more comfortable
environment for pedestrians and transit riders, and improving the efficient movement of vehicles along the corridor.
X 193 Pedestrian Crossing Safety
Improvements - Phase 2 SH 475,413$ Andrew Nguyen X 07/22 TBD
Phase 2, 30% Design is on hold pending staff availability and further information on any potential for grant award. Staff is
actively working on seeking outside grant funding for the project through the South Bay Cities Council of Governments. Staff
submitted a grant application for Measure M funds on January 16, 2025.
This project will implement rectangular rapid flashing beacons and other measures at several uncontrolled pedestrian
crossings on Hermosa Avenue at 4th, 6th, 19th, 24th, and 25th Streets.
This project is combined with CIP 102 Bus Stop Improvements. Phase 1 of the combined project was constructed in spring
2024, and installed Rectangular Rapid Flashing Beacons (RRFBs) and updated signing and striping at select pedestrian
crossings on Hermosa Avenue, Manhattan Avenue, Pier Avenue, and Valley Drive.
Phase 2 of this combined project will holistically evaluate options to reconfigure parking to enhance pedestrian safety,
feasibility of curb extensions and median closures, and accessibility on Hermosa Avenue and at select other critical locations
throughout the city then design and construct improvements.
417 Storm Drain Improvements - Various
Locations SD 1,433,907$ TBD X 07/17 TBD
Pending staff availability.This project will design and construct storm drain improvements throughout the city per the Storm Drain Master Plan and other
high priority locations.
423 Annual Sewer Improvements SD 237,646$ TBD X 07/20 TBD
Pending staff availability.This project includes design and construction of sewer improvements and repairs based on the Sewer Master Plan.
Improvements will include lining, point repairs, removal and replacement.
503 City Park Lighting Conceptual Design PK 200,000$ TBD X 07/23 08/27
Pending staff availability.This project will assess light levels and lighting improvements to the City's parks, South Park, Clark Field, and Valley Park.
The project will identify the scope of required improvements and cost estimates for final design and construction.
610 Fort Lots-of-Fun Park Wall and Gate Impr PK 100,000$ TBD X 07/23 11/26
Pending staff availability.This project provides necessary improvements and repairs to the existing retaining wall and wooden gate at Fort Lots-of-Fun.
The project currently includes funding for design of the improvements; construction costs will be further defined through the
design process.
618 Tsunami Siren PB 28,525$ TBD X 08/23 TBD
Pending staff availability.This grant-funded project will include working with the Emergency Management Coordinator and the Los Angeles County
Department of Beaches and Harbors to install an outdoor warning siren and integrate the selected siren and the Beach
Emergency Evacuation Lighting System (BEELS) systems into the City's alert and warning software platform, Alert South Bay.
621 Comprehensive Downtown Lighting
Design PB 150,000$ TBD X 07/19 03/27
Pending staff availability.This project will assess light levels, electric system requirements, and desired lighting improvements (i.e., ornamental,
roadway, pedestrian scale) for the City's Downtown district. The project will identify scope of required improvements and cost
estimates for final design and construction.
X 625 Citywide ADA Improvements PB 250,000$ TBD X 07/24 03/27
Pending staff availability.This project will provide improvements to access to the Civic Center to comply with the Americans with Disabilities Act (ADA)
and meet the latest Federal Standards along with the City’s Transition Plan. The project will provide improvements to curb
ramps, sidewalk, and parking in front of City Hall and install a wheelchair lift for access from the Valley Drive parking lot to the
front of City Hall.
X 682 Parking Lot D Improvements PB 1,872,306$ John Oskoui X 07/16 TBD
At the April 18, 2024, CIP Study Session City Council directed staff to take a pause to consider viability of constructing a
parking deck in place of the current project. At the June 4 Council Budget Study Session, Council directed staff to resume with
the project as scoped, resulting in a 2-month delay. The project obtained a PDP from Planning Commission on August 20,
2024. Staff then submitted an application to Costal Commission on August 28, 2024. Council held a de novo hearing on
October 8, 2024 approving the PDP. Staff advertised the project for construction on October 8, 2024. November 8, staff
received 4 year extension of Coastal Conservancy Grant funds. On November 13, Council approved the rejection of all bids
received and directed staff to pause the project until upcoming budget discussions.
The project will rehabilitate the existing surface parking lot. Other major elements include the installation of storm water
infiltration devices, an electric vehicle charging station, bicycle parking, and lighting and landscaping.
X 692 14th Street Beach Restroom
Improvements PB 479,845$ TBD X 07/18 TBD
Pending staff availability.This project proposes to either renovate or replace the building, restrooms, and appurtenant plumbing. This project will also
include the replacement of the existing sewer lift station components which includes two submersible pumps, motor control
panel, associated plumbing, and the addition of telemetry for condition/outage notifications.
X 624 CDBG Improvements PB 147,148$ Karla Vargas X 05/24 01/25 Contract awarded on July 18, 2024. Construction started November 26, 2024 and was completed December 13, 2024. Project
closeout is complete.
This project provides improvements to sidewalks and curb ramps on Valley Drive and Monterey Boulevard in order to comply
with the Americans with Disabilities Act (ADA) and meet the latest Federal Standards.
COMPLETED PROJECTS
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Page 59 of 324
City of Hermosa Beach
Updated 04-16-2025 UPDATED FY 2024-25 CAPITAL IMPROVEMENT PROGRAM Light Blue indicates project milestone updates. ADA ComponentCIP No.Project Name
Project CategoryProject Budget1 Project Manager
Conceptual PlanningPreliminary DesignFinal Engineering DesignProject Approvals/BiddingConstructionCloseoutProject Initiation Date Estimated Project
Completion Date2 Current Project Status Project Description
X 102 Bus Stops Improvements - Phase 1 SH - Andrew Nguyen 07/19 -
Phase 1 (RRFB installation) construction was completed April, 2024 and included installation of Rectangular Rapid Flashing
Beacons (RRFBs), updated signing and striping at 10 intersection locations on Hermosa Avenue, Manhattan Avenue, Pier
Avenue, and Valley Drive.
This project will improve bus stops throughout the city. These improvements will include Americans with Disabilities Act (ADA)
accessible curb ramps, crosswalk, striping improvements, furnishing, and other general improvements within direct vicinity of
the bus stops.
This project is combined with CIP 193 Pedestrian Crossing Safety Improvements. Phase 1 of the combined project was
constructed in spring 2024, and installed Rectangular Rapid Flashing Beacons (RRFBs) and updated signage and striping at
select pedestrian crossings on Hermosa Avenue, Manhattan Avenue, Pier Avenue, and Valley Drive.
Phase 2 of this combined project will holistically evaluate the safety and accessibility in the vicinity of bus stops on Hermosa
Avenue and at select other critical locations throughout the city then design and construct improvements.
X 112 Annual City Sidewalk Improvements -
Phase 1 SH 739,243$ Karla Vargas X 07/24 03/25
Phase 1: Construction started January 21, 2025. Concrete work and planting of new trees on 24th Street is complete and
installation of tree gator bags is pending. Three trees near Clark Field have been planted. Project completed in March, 2025
with closeout pending.
Phase 1: Project includes repair and reconstruction of a sidewalk segment on 24th Street at Palm Dr, including the removal of
two trees that created uplift and trip hazard, and repair of sidewalk along 21st Street west of PCH. The project will also replant
five new trees including two at the same intersection on 24th Street and three at the northwest entrance to Clark Field.
X 193 Pedestrian Crossing Safety
Improvements - Phase 1 SH - Andrew Nguyen 07/19 -
Phase 1 was completed in April 2024.This project will implement rectangular rapid flashing beacons and other measures at several uncontrolled pedestrian
crossings on Hermosa Avenue at 4th, 6th, 19th, 24th, and 25th Streets.
This project is combined with CIP 102 Bus Stop Improvements. Phase I of the combined project was constructed in spring
2024, and installed Rectangular Rapid Flashing Beacons (RRFBs) and updated signing and striping at select pedestrian
crossings on Hermosa Avenue, Manhattan Avenue, Pier Avenue, and Valley Drive.
Phase II of this combined project will holistically evaluate options to reconfigure parking to enhance pedestrian safety,
feasibility of curb extensions and median closures, and accessibility on Hermosa Avenue and at select other critical locations
throughout the city then design and construct improvements.
422 Annual Storm Drain Improvements - 5th
Street Greenbelt SD 298,171$ Jonathan
Pascual 04/19 10/24
Contract was awarded on August 13, 2024 and has been fully-executed. Pre-Con meeting with the Contractor on September
12, 2024. Construction started on September 30, 2024. Construction completed October 29, 2024. Filing notice of completion
with LA County. Project has been closed out. Project completed on schedule and withing budget.
This project includes storm drain improvements at 5th Street and Ardmore Avenue, including the replacement of existing
storm drain lateral and new connection to Los Angeles County's storm drain main line, new catch basin, new curb and gutter.
424 Annual Storm Drain Improvements -
Bard Street SD 414,817$ Briana Aube X 07/23 06/25
Final design complete. Bid package advertised for construction on October 30, 2024; bid opening November 21, 2024.
Contract awarded at January14, 2025 City Council meeting. Notice to Proceed issued on February 24, 2025. Construction of
the catch basins and curb ramps, pavement restoration and striping is complete. Project was completed in March, 2025 1
month ahead of schedule. Project closeout pending.
This project includes storm drain improvements near the intersection of Bard Street and Oak Street. The project will construct
new storm drain pipes, a maintenance access hole, a catch basin, and a connection to existing City storm drain infrastructure
to collect stormwater at the intersection.
538 Citywide Park Master Plan PK - Lisa Nichols 07/13 11/24
A joint meeting of the Parks, Recreation and Community Resources Advisory Commission and the Public Works Commission
has been took place October 29, 2024. The Master Plan was adopted by City Counil at their November 13, 2024. Project
completed.
The City is seeking to prepare a Parks Master Plan that achieves the following goals:
Engages the community and local recreational organizations in a dialogue about parks and open space resources in Hermosa
Beach;
Identifies the current demand/utilization and the future/evolving parks and recreational facility needs for the Hermosa Beach
community;
Leverages the vision and goals of the recently adopted General Plan and the Community Decision-Making Tool;
Identifies an appropriate balance between organized and informal recreational activities at the City’s parks and open spaces;
Serves as a dynamic useful planning and implementation document that enjoys broad community and political support;
Provides a comprehensive strategy to maintain, rehabilitate and improve the City’s network of parks, facilities, and open space
assets, including current unfunded park and recreational opportunities;
Evaluates the effective use of the City’s financial and physical resources and opportunities to fund implementation of the
recommendations in the Master Plan.
620 Citywide Roof Repair PB - Andrew Nguyen 08/23 -
City Yard, Clark Roof and City Yard roof repairs were completed by July 2024. Project completed.This project will repair and replace roofs at several City facilities.
SH - STREET AND HIGHWAY IMPROVEMENTS
SD - SEWER/STORM DRAIN IMPROVEMENTS
PK - PARK IMPROVEMENTS
PB - PUBLIC BUILDING AND GROUND IMPROVEMENTS
1. Current adjusted appropriation as of 1/9/25.
2. Estimated Project Completion Dates are subject to change.
5 of 5
Page 60 of 324
City of Hermosa Beach ‐ Department of Public WorksProposed Estimated CIP Project Schedule FY 2025‐2026Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov DecJan Feb Mar AprMay Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun424 Annual Storm Drain Improvements (Bard Street) 105520502 Greenbelt Pedestrian Trail 402515 5604 City Wide ADA Improvements194 Annual Striping Improvements0421 Annual Sewer Improvements 70 70 40 20 20220689 Clark Building Renovations 120 110 40 20 20 5315109 Utility Box Wrappings 1010101010101070617 Civic Center Charging Stations 101010844450105 Annual Street Improvements 150 140 80 25 15 10 5695 Parking Lot A Improvements603 South Park Slope and Irrigation Repairs 506060602010 5 5270605 City Facilities Condition and Needs Assessment 10 10 10 10 10 10 10 10 1090111 Gateway and Wayfinding Signs Assessment 30 30 30 80 80 60 50 50 50 40500630 Community Center Gas Repair (NEW AT MIDYEAR) 10 15 20 25 55 55 35 30 10 5 5265633 Base 3 Electrical Improvements (NEW AT MIDYEAR) 10 15 20 25 50 40 35 30 10 5 5245619 Kelly Court Renovations 30203030306060 50 20 15 5 5355164 Hermosa Avenue Green Street 30 10 10 10 30 40 40 40 40 30 20 15 10 5330699 Parking Structure (Lot C) Improvements ‐ Phase 1 304040 75 80 65 6030 25 1510470114 Greenwich Village North Undergrounding (NEW) 60606060 60 60 6060 60 606060601510 5 5815626 CDBG Sidewalk Improvements (NEW) 20404025 10 15 5040 15 10 5 5275685 Real Time Crime Center 10 10 40 40 20 20 20 20 20 20 20 20 15 10 5 5295682 Parking Lot D Improvements20 10 20 30 60 40 4040 40 15 1555340107 Slurry Seal (NEW)10 10 50 30 15 15 10 30 70 70 10 5 5330618 Tsunami Siren20 20 20 20 20 20 20 20 10 30 25 25 25 15 5 5300504 Playground Equipment Replacement Project (NEW)30 20 15 25 35 30 20 20 10 55215611 Parking Structure (Lot C) Improvements ‐ Phase 2 (NEW)510 10 2525 25 20202020606060 6010 5 5440106 Annual Streets Improvements (NEW) 15151570 80 80 8060 50 302030306060 60 60 6050 15 10 55960113 Pay‐By‐App Parking Signage PHASE II15 15 20 30 30 30 30 25 20 15 20 20 20 20 105325623 Pier Structural Inspection Design, Inspection, and Permitting, & Construction ‐ Phase 1 40758060202020 20 20 2020 20 402520202030 70 70 7070 70 70 7030 20 15 101135423 Annual Sewer Improvements20 20 20 40 60 60 60 60 60 60 30 15 15 40 80 80 8080 80 80 7520 10 5 51155635 Community Center Windows (NEW)30 25 25 15 50 50 40 40 40 40 40 40 20 15 15 10 30 6060 60 60 6020 15 15 5880615 New Corporate Yard Facilities 40 40 90 90 90 90 90 90 90 140 140 140 140 140 140 140 140 140 120 120 120120 140 150 180160 160 160 160 160 160 160 160 160 40 4400115 City Sidewalk Improvements (NEW)20 20 20 40 40 40 40 40 40 20 1010 20 30 3030 30 10 5 5500625 City Wide ADA Improvements20 20 20 40 40 40 40 40 40 20 1010 20 30 3030 30 10 5 5500610 Fort Lots‐O‐Fun Wall and Gate Improvements20 2040 40 40 4030 20 20 30 70 70 70 60 25 10 5 610102 Bus Stop Improvements PHASE II10 10 25 30 70 80 80 80 50 50 5050 50 50 4030 30 30 100 100 100 80 80 80 30 20 10 5193 Pedestrian Crossing Safety Improvements PHASE II 417 Annual Storm Drain Improvements20 25 30 30 80 80 50 40 40 4040 40 40 4040 20 30 100 80 90 80 80 80 40 20 10 1265143 PCH Mobility Improvement Project PHASE II 5 5 10 10 10 15 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 1000 2015438 Stormwater Dry Wells Assessment 10 5 520 20 2020 20 20 20 2020 20 20 40 40 40 40 40 40 30 30 40 40 600 1220692 14th Street Beach Restroom Rehabilitation ‐ DESIGN ONLY 20 25 25 60 60 6060 60 60 6060 60 60 60 60 20 20 20 20 70 70 70 70 70 70 50 1340621 Comprehensive Downtown Lighting Design20 20 20 50 40 35 35 30 30 50 60390TBD FUTURE ANNUAL PAVING PROJECTS 25 70 70 70 70 40 40 20 40 40 80 80 80 80 100 905TBD FUTURE CDBG PROJECTS 20 40 40 300 400TBD FUTURE ANNUAL ADA PROJECT20 40 20 40 40 40 40 40 40 20 20 20 150 530TBD FUTURE ANNUAL SIDEWALK PROJECTS20 40 20 40 40 40 40 40 40 40 20 40 350 770TBD FUTURE PIER DECK REPAIRS ‐ Phase 220 20 20 40 40 40 40 40 40 40 40 40 40 600 1060Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov DecJan Feb Mar AprMay Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May JunTotal Hours Needed 705 700 650 658 669 684 744 740 700 755 760 740 735 700 685 655 730 770 775 755 695690 685 695 710580 625 535 570 690 670 680 620 655 520 415 340 330 335Full Staff Capacity (Hours) 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708708 708 708 708708 708 708 708 708 708 708 708 708 708 708 708 708 708Projected Staff Capacity 708 637 637 637 637 637 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708708 708 708 708708 708 708 708 708 708 708 708 708 708 708 708 708 708Availability (Deficit) ‐ Full Staff 3 858503924(36) (32)8(47) (52) (32) (27)82353(22) (62) (67) (47)1318 23 13(2)128 83 173 138 18 38 28 88 53 188 293 368 378 373Availability (Deficit) ‐ Current Staff (Hours) 3(63) (13) (21) (32) (47) (36) (32)8(47) (52) (32) (27)82353(22) (62) (67) (47)131823 13(2)128 83 173 138 18 38 28 88 53 188 293 368 378 373Assumptions:Legend:Administrative staff is available to assist engineers with tasks such as making copies, answering phones, preparing invoices and contracts, etc. Preparation of request for proposals or on‐call task order.PW engineers manage consultant design teams, oversee construction, write staff reports, develop RFPs, etc.Evaluation, conceptual design, or final design.1700 hours total annual availability per engineer (2080 hours minus holidays, vacation, and sick time).Advertisement for construction (bid document preparation, advertisement, bid review, award at City Council, contract execution).ConstructionProject close out, including final invoicing, documentaion, reporting to grant agencies. Fixed schedule due to public safety need, grant/funding timeline, or regulatory requirements.Full staffing assumes 10 engineers average approximately 50% of availability for CIPs (0.5*1700)/12 = 70.8 hours monthly per engineer, therefore 708 hours total monthly availability for CIP work in the engineering team. Current staffing levels projected May 2025 are 9 (or 90%). This schedule assumes reaching full staffing levels (100%) by Oct 2025. Actual schedules are subject to change. depending on staffing.Q4 Q1 Q2 Q3 Q4Q2 Q3 Q4 Q1 Q2 Q31420FY 25-26 FY 26-27FY 27-28Q4 Q1425Total85BeyondEngineering Labor Est. (Hours)Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4CIP No.Project NameFY 24-25 FY 25-26 FY 26-27FY 27-28Q1 Q2 Q3 Q4April 16, 2025Page 61 of 324
Quotation #:93822-B
Reference:
DATE:
CUSTOMER ID:
TO:
Office:
Email:
Shipment Method Valid Until
LTL 4/25/25
QUANTITY UNIT PRICE LINE TOTAL
3.00 14,109.95$ 42,329.85$
3.00 850.00 2,550.00
3.00 750.00 2,250.00
3.00 4,500.00 13,500.00
-
-
-
-
-
-
-
3.00 750.00 2,250.00
-
-
-
SUBTOTAL 62,879.85$
SALES TAX
TOTAL 62,879.85$
Quotation Prepared By:Evan Kerr Signature :Evan Kerr
Quotation
Sentry Siren, Inc.
14161 State Highway 115
Emergency Management Coordinator
Penrose, CO 81240 March 26, 2025
T: 719-372-6012 F: 719-372-6621
mail@sentrysiren.com
Maurice Wright
Non Penatrating Roof Mounts
Hermosa Beach, CA
310-947-0341
4-5 Weeks ARO Net Due PTS
DESCRIPTION
SV-8 Electronic Giant Voice Siren 112dB(C) Battery Backup
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Page 62 of 324
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City of Hermosa Beach, California
Pavement Management Program 2024 Update
January 30, 2025
GMU Project No. 24-198-00
In collaboration with
GMU
30336 Esperanza Rancho Santa Margarita CA 92688
PSOMAS
5 Hutton Centre Santa Ana CA 92707 Page 66 of 324
January 30, 2025
Mr. Heecheol Kwon Senior Engineer CITY OF HERMOSA BEACH 1315 Valley Drive
Hermosa Beach, CA 90254 GMU Project 24-198-00
Subject: 2024 Pavement Management Plan (PMP) Update, City of Hermosa Beach, California
Reference: GMU “Proposal to Prepare a Pavement Management Program Update for the City of Hermosa Beach,” dated August 14, 2024. Dear Mr. Kwon:
GMU is pleased to submit this 2024 Pavement Management Plan (PMP) Update Report for The City of Hermosa Beach, California. A PMP update was performed per the scope of the referenced proposal to assess the
current condition of the City’s roadway network and to evaluate a funding level that will
help optimize the City’s roadway network. The following scope of work was performed consistent with the referenced proposal:
• Reviewed and updated City’s pavement network inventory
• Updated City’s pavement maintenance and rehabilitation history
• Performed current pavement surface condition assessments
• Conducted Pavement Condition Index (PCI) analysis
• Performed Maintenance and Rehabilitation (M&R) planning and budgetary analysis
• Prepared this report to summarize our work, findings, and recommendations Streets are one of the costliest assets a City manages. Implementing the pavement funding recommendations provided in this report will help optimize the condition of the
roadway network and reduce the overall life cycle cost of the City’s streets. Please note
that a PMP report should be considered a “network-level” study. Over time, updates to the pavement management plan will be necessary to re-calibrate the predictions with actual pavement performance and project cost information.
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CITY OF HERMOSA BEACH 2024 Pavement Management Plan (PMP) Update, City of Hermosa Beach, California
January 30, 2025 2 GMU Project 24-198-00
We appreciate the opportunity to provide our services on this project. Should there be any questions, please do not hesitate to contact us at 949-888-6513.
Roger W. Schlierkamp, M.Sc., P.E. Amina Mannan, PhD, PE Principal / Director of Pavement Engineering Senior Engineer
Page 68 of 324
CITY OF HERMOSA BEACH 2024 Pavement Management Plan (PMP) Update, City of Hermosa Beach, California
January 30, 2025 1 GMU Project 24-198-00
TABLE OF CONTENTS
Description Page
1. EXECUTIVE SUMMARY ........................................................................................................ 2
2. INTRODUCTION ..................................................................................................................... 5
2.1. Background ....................................................................................................................... 5
2.2 Scope .................................................................................................................................. 6
3. PAVEMENT MANAGEMENT PLAN (PMP) PROCESS .................................................... 6
3.1 Street Network Inventory and Database ........................................................................ 6
3.2 Pavement Surface Condition Assessments and Pavement Condition Index .......... 7
3.3 Maintenance and Rehabilitation Strategy Overview .................................................. 10
4. PAST MAINTENANCE & REHABILITATION (M&R) ACTIVITIES ................................ 11
5. CURRENT PAVEMENT CONDITION INDEX (PCI) RESULTS ..................................... 12
6. MAINTENANCE/REHABILITATION STRATEGY ............................................................ 14
7. BUDGET SCENARIOS ANALYSIS AND RESULTS ....................................................... 15
7.1 Scenario 1 – Current Funding Level ............................................................................. 16
7.2 Scenario 2 – Unlimited Budget ...................................................................................... 17
7.3 Scenario 3 – Maintain Current Network PCI at 68 ..................................................... 17
7.4 Scenario 4 – Do Nothing ................................................................................................ 18
8. PRELIMINARY LIST OF STREETS FOR CRACK SEALING ........................................ 19
9. LIMITATIONS ......................................................................................................................... 20
Attachments:
Appendix A – Inventory Report and Current Pavement Condition Summary
1. 2024 PCI Ratings Map 2. Network PCI by Functional Classification (Alphabetical) 3. Network PCI by Descending PCI Appendix B – 10-Year M&R Planning
1. Current Funding Level
2. Current Funding Level Maps 3. Unlimited Budget Appendix C – Preliminary List of Streets for Crack Sealing 1. List of Streets for Crack Sealing
2. Map of Streets for Crack Sealing
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CITY OF HERMOSA BEACH 2024 Pavement Management Plan (PMP) Update, City of Hermosa Beach, California
January 30, 2025 2 GMU Project 24-198-00
1. EXECUTIVE SUMMARY
Maintaining a roadway network constitutes one of the most significant expenses for any
city. To maintain its roadway network strategically and methodically, the city of Hermosa
Beach conducts routine pavement management plan updates. Beyond monitoring its
roadway network condition, this type of study is used to assist policymakers in making
decisions on its pavement maintenance funding levels, as well as to comply with the
Los Angeles County MTA (METRO) Pavement Management System (PMS)
requirements. This report presents an update to the City's Pavement Management
Program (PMP) which was last completed in 2021. It summarizes the findings,
conclusions, and recommendations to the city’s PMP for the next 10 years.
The City is responsible for maintaining a total of approximately 47.6 centerline miles of
streets, comprising of approximately 30.0 centerline miles of local streets, 10.3 miles of
collector streets, 6.8 miles of arterial streets, and 0.5 miles of alleyways. To monitor and
analyze this vast network of streets and pertinent information, the City utilizes PAVER
pavement management software. Pavement distress surveys are performed in
compliance with the American Society of Testing and Materials standard ASTM D6433,
as required by the METRO.
Table 1 below summarizes the current City of Hermosa Beach network’s Pavement
Condition Index (PCI) breakdown by functional classification.
Table 1. Network PCI Breakdown by Functional Classification
Functional Classification Pavement Area (SF) Centerline Mileage Weighted Average PCI
Arterial 1,257,049 6.8 70
Collector 1,793,982 10.3 74
Local 3,774,912 30.0 65
Alleyway 33,873 0.5 58
Total 6,859,816 47.6 68
Current Pavement Conditions (PCI)
The current citywide weighted average Pavement Condition Index (PCI) is 68. The
analysis of the City's road network reveals the following condition breakdown:
• Excellent to Fair: Approximately 73.5% of the network
• Fair to Poor: Approximately 21% of the network
• Poor to Failed: The remaining 5.5% of the network
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CITY OF HERMOSA BEACH 2024 Pavement Management Plan (PMP) Update, City of Hermosa Beach, California
January 30, 2025 3 GMU Project 24-198-00
Budget Needs and Allocation
• Identified Needs for Preventative Maintenance, Rehabilitation, and/or
Reconstruction:
o Current Year: $26.1 million
o Following Biennial Period: $4.7 million
• Available Funds for Preventative Maintenance, Rehabilitation, and/or
Reconstruction:
o Current Year: $1.5 million
o Following Biennial Period: $3.0 million
Budget Scenarios
Based on the current pavement condition and the discrepancy between required and available funds, the following four (4) budget scenarios were evaluated to develop a ten-year pavement management plan.
Scenario 1: Current Funding Level ($1.5 million per year) The City’s current annual funding level is $1.5 million per year, equating to a total of $15 million over the next 10 years.
With this funding level, the network PCI is expected to decrease from its current 68 to a PCI of 59 by the year 2034. Approximately 7% of the network will be in the “Good” condition category, 49% will be in the “Fair” condition category, and 44% will be in the “Poor” to “Failed” condition categories. The deferred maintenance will increase from $26.1 million to $76.6 million.
Scenario 2: Unlimited Budget
To determine the funding required to completely eliminate the maintenance backlog, an “unlimited budget” scenario was analyzed. Under this scenario, the City would need to
allocate approximately $26.1 million in the upcoming year and continue to perform proactive maintenance for the years thereafter. The total funding level for the next 10-year period equates to $42.3M. This investment would result in improving the roadway network condition considerably.
Specifically, 66% of the street network would be maintained or improved to “Good" condition and 34% in "Fair" condition. If all recommended work is completed within one year, the maintenance backlog would be eliminated, and the citywide weighted average PCI would rise to 86.
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CITY OF HERMOSA BEACH 2024 Pavement Management Plan (PMP) Update, City of Hermosa Beach, California
January 30, 2025 4 GMU Project 24-198-00
Scenario 3: Maintain Current Network PCI at 68 ($3.1 million per year) To maintain the current network PCI at 68, the city would need to fund $3.1 million
annually, equating to a total of $31 million over the next 10 years.
Under this scenario, the street network will consist of approximately 11% of the network will be in the “Good” condition category, 62% will be in the “Fair” condition category, and 27% will be in the “Poor” to “Failed” condition categories. The deferred maintenance will
increase from $26.1 million to $46.9 million.
Scenario 4: Do Nothing ($0 million per year) If no funding is allocated, the PCI is expected to decrease from its current PCI of 68 to a
PCI of 45 by year 2034. Approximately 33% of the network will be in the “Fair” condition category, and 67% will be in the “Poor” to “Failed” condition categories. The deferred maintenance will increase from $26.1 million to $110.0 million. Summary of Conclusions and Recommendations
Based on the analysis and results of this study, the following conclusions and recommendations are recommended.
• At the current funding level of $1.5 million annually, the network PCI will degrade significantly by 9 points by 2034. Consequently, the proportion of “Poor” or worse condition streets will increase from 26% to 44%.
• It is recommended to prevent significant network condition degradation by increasing the funding level to at least $3.1 million annually (Scenario 3). This funding level is predicted to maintain the current network PCI score of 68 by the end of the analysis period (2034).
• Preserving streets at higher PCI levels will help reduce life cycle costs due to factors such as: o Regular maintenance and timely repairs help prevent minor issues from
escalating into more severe distress and more expensive repairs.
o Roads maintained at higher PCI levels tend to offer longer life, reducing the need for more frequent rehabilitation or reconstruction.
• Continuously monitor construction costs for implementation into future pavement management plan updates.
• Continuously update the Maintenance and Rehabilitation (M&R) history of all the
streets in the network.
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CITY OF HERMOSA BEACH 2024 Pavement Management Plan (PMP) Update, City of Hermosa Beach, California
January 30, 2025 5 GMU Project 24-198-00
• When specific streets are selected for improvement, project-level studies (e.g.,
coring, laboratory testing) are recommended to be conducted to develop site-specific pavement recommendations, rather than directly implementing the conceptual treatments outlined in this report.
o This Pavement Management Plan solely focuses on the surface condition
of the pavement and is intended for planning and funding-level estimation
purposes. It does not include detailed information typically required for developing project plans and specifications, such as the specific thicknesses of the pavement improvement strategies, which depend on subgrade conditions, existing pavement layer thicknesses, laboratory test
results, in-place pavement strength, traffic volumes, and other critical
considerations.
• Consider incorporating additional pavement maintenance and rehabilitation strategies that utilize in-place materials, such as Full Depth Reclamation (FDR)
or Cold Recycled Asphalt Concrete (AC). These approaches, when carefully planned and implemented on suitable projects, can help reduce overall pavement maintenance and repair costs when well planned.
• Where other types of funding are available to improve safety, accommodate multi-modalism, transit or to enhance capacity, consider incorporating pavement rehabilitation as a project component, thereby extending budget allocation and impact.
2. INTRODUCTION
2.1. Background
Maintaining a citywide street network is a complex undertaking. It involves many layers of information that can have significant impacts on pavement performance and maintenance costs. Some of these layers of information include:
• Funding: The funding level impacts the type of repair strategies that can be carried out, the design life of the selected strategy, and the amount of streets that can be improved.
• Pavement age and work history: The city’s streets were constructed at
different times and received various maintenance and rehabilitation activities over time. These differences will impact the pavement’s current and future condition.
• Pavement inventory: An inventory of streets defines the limits of the study and
the City’s responsibility. Working with a current pavement inventory allows for a more accurate budget scenario analysis to be conducted.
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CITY OF HERMOSA BEACH 2024 Pavement Management Plan (PMP) Update, City of Hermosa Beach, California
January 30, 2025 6 GMU Project 24-198-00
• Historical costs for various types of repairs: Recent pavement maintenance / rehabilitation costs are reviewed and updated to more accurately budget for
future pavement maintenance/rehabilitation costs.
• Current pavement condition: To objectively rate the pavement’s condition, the roadway is surveyed by pavement inspectors in accordance with ASTM D 6433 Standard Practice for Roads and Parking Lots Pavement Condition Index
Surveys.
• Predicted pavement condition: Depending on the available budget, the projected future pavement condition has been analyzed and presented under various scenarios.
The above information was identified, analyzed, and summarized into this 2024 Pavement Management Plan Update report.
2.2 Scope
As described in our proposal dated August 14, 2024, GMU’s scope of work for this
project included:
• Reviewing and updating City’s pavement network inventory
• Updating City’s pavement maintenance and rehabilitation history
• Performing current pavement surface condition assessments
• Conducting pavement Condition Index (PCI) analysis
• Performing maintenance and rehabilitation (M&R) planning and budgetary
analysis
• Report preparation to summarize our work, findings, and recommendations
3. PAVEMENT MANAGEMENT PLAN (PMP) PROCESS
Pavement management planning is a multi-step and iterative process. The following
sections describe the PMP process to outline how it is methodologically approached.
3.1 Street Network Inventory and Database
To evaluate the vast amount of pavement management plan information in an efficient
and organized manner, a street network inventory (i.e., database) is first established.
This process starts with subdividing the entire roadway network into individual segments
or areas, called “sections”. A section typically represents a street segment (or individual
parking lots), with limits typically defined by intersections. Additional relevant information
is added to each section within the database, such as surface area (square feet), work
history (last date of last slurry seal or mill/overlay), and last pavement inspection date.
Over time, as pavement construction projects are carried out and the pavement’s
condition changes due to traffic and environmental influences, the database is updated
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CITY OF HERMOSA BEACH 2024 Pavement Management Plan (PMP) Update, City of Hermosa Beach, California
January 30, 2025 7 GMU Project 24-198-00
with additional information. The additional information, such as changes to the
pavement condition index and actual construction costs, helps to further calibrate future
pavement condition predictions and construction repair cost estimates.
For the 2024 City of Hermosa Beach PMP update, the established inventory was
reviewed, updated, and cross-checked in the field
3.2 Pavement Surface Condition Assessments and Pavement Condition Index
To objectively rate the current condition of the roadway network, GMU performed
pavement surface condition assessments in general accordance with American Society
of Testing and Materials (ASTM) D6433 “Standard Practice for Roads and Parking Lots
Pavement Condition Index Surveys”. Additionally, GMU is pre-qualified by Orange
County Transportation Authority (OCTA) to perform pavement surface condition
assessments.
To summarize ASTM D6433, this standard test method defines 20 different asphalt
concrete pavement distress types and 19 different Portland cement concrete pavement
distress types, how to rate and measure them, and how to calculate the Pavement
Condition Index (PCI). For asphalt concrete pavements, the 20 different asphalt
concrete pavement distress types defined by the test method is summarized as follows:
Figure 1. Summary of Asphalt Concrete Pavement Distress Types Defined by ASTM D6433.
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CITY OF HERMOSA BEACH 2024 Pavement Management Plan (PMP) Update, City of Hermosa Beach, California
January 30, 2025 8 GMU Project 24-198-00
For Portland cement concrete pavements, the 19 different pavement distress types
defined by the test method are summarized as follows:
Figure 2. Summary of Portland Cement Concrete Pavement Distress Types
Defined by ASTM D6433.
Distress types are typically categorized as either load-related or aging-related. Load-
related distresses develop due to the pavement being inadequately thick for the given
traffic loads or excess deformation of the underlying subgrade soil. Examples of load-
related distress include alligator cracking, depressions, and potholes. Aging-related
distresses typically develop due to oxidation and stiffening of the asphalt pavement,
which leads to increased brittleness and a tendency for cracking. Examples of typical
aging-related distress include longitudinal/transverse cracking and block cracking.
Some distresses develop due to a combination of both load- and aging-related factors.
Additionally, some distress types can worsen and turn into other, more severe distress
types. For example, aging- or materials-related distresses, such as longitudinal
cracking, can worsen to load-related distress types, such as alligator cracking.
In addition to identifying the distress type, the severity level of the given distress type is
also considered (i.e., low, medium, or high typically), as well as the quantity of each
distress type (i.e., square foot or linear foot typically).
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CITY OF HERMOSA BEACH 2024 Pavement Management Plan (PMP) Update, City of Hermosa Beach, California
January 30, 2025 9 GMU Project 24-198-00
The type, extent, and severity level of the distresses identified and measured is used to
calculate the Pavement Condition Index (PCI). The PCI is on a 0 to 100 rating scale,
where new and properly constructed pavements have a PCI of 100 or close to 100. In
general, a street with more distresses, greater quantity of distresses, and higher
severity level of distresses will have a lower PCI.
Table 2 summarizes the various condition categories and corresponding PCI ranges
and condition descriptions.
Table 2. PCI Condition Categories and Description.
Condition Category PCI Range Pavement Condition Description
Good – Excellent 86 – 100 Pavement has little or no surface distress.
Fair – Good 56 – 85 Pavement has some distresses, including both load- and aging-related distresses.
Poor – Fair 41 – 55 Pavement has major distresses, including both
significant load- and materials-related distresses.
Failed – Poor <40
Pavement has a significant amount of major distresses and is at the end of its service life.
Pavement has nearly disintegrated and is at or beyond the end of its service life.
Figure 3 presents some photos from the City of Hermosa Beach street network. The
photos depict varying levels of pavement surface condition and corresponding PCI.
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CITY OF HERMOSA BEACH 2024 Pavement Management Plan (PMP) Update, City of Hermosa Beach, California
January 30, 2025 10 GMU Project 24-198-00
Figure 3. Examples of City of Hermosa Beach streets and their PCI.
3.3 Maintenance and Rehabilitation Strategy Overview
Maintaining pavement networks at a high level of serviceability (i.e., “Excellent” or
“good” condition) reduces the overall life cycle cost of streets. Pavement maintenance
treatments (i.e., crack repairs and slurry seal) generally cost approximately $0.40 to
$0.75 per square foot to perform and helps to preserve the pavement condition by
functioning as a “sunblock” for the roadway, resulting in pavement life extension. In
contrast, not performing pavement maintenance and instead allowing the pavement to
deteriorate to a worse condition leads to more rapid deterioration and shortening of the
pavement’s life, at which point it will require more robust and costly repairs. A severely
deteriorated roadway typically requires complete replacement (i.e., reconstruction)
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CITY OF HERMOSA BEACH 2024 Pavement Management Plan (PMP) Update, City of Hermosa Beach, California
January 30, 2025 11 GMU Project 24-198-00
which costs approximately $10.50 to $14 per square foot to replace. The following figure
illustrates this concept.
Figure 4. Effect of Applying Maintenance on the Service Life of the Pavement.
As shown by the above figure, performing appropriate and timely pavement
maintenance can extend the life of the pavement while also reducing the life cycle cost
of the pavement network.
4. PAST MAINTENANCE & REHABILITATION (M&R) ACTIVITIES
GMU reviewed the Maintenance and Rehabilitation (M&R) activities (i.e., work history)
performed since the last PMP update, and incorporated such activities into the PMP
database, using information provided by the City, including:
• Project plans and specifications
• Project limits
• General repair / treatment types
• Approximate work dates
• Construction cost information or bid results
As per the City's direction, private developments performed on city streets were not
included in the PMP database.
~$4.5 to $6.5 / SF
Pavement Rehabilitation
~$0.40 to 0.75 / SF
Timely Pavement Maintenance
~$10.50 to $19 / SF
AC Reconstruction
~$28 / SF
PCC Reconstruction
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CITY OF HERMOSA BEACH 2024 Pavement Management Plan (PMP) Update, City of Hermosa Beach, California
January 30, 2025 12 GMU Project 24-198-00
Incorporating the M&R history into the PMP is essential. It improves pavement condition
predictions and allows more accurate M&R schedules and estimates to be
recommended.
Additionally, absent work history information can lead to discrepancies between the
predicted PCI and the actual measured PCI.
5. CURRENT PAVEMENT CONDITION INDEX (PCI) RESULTS
Pavement surface condition assessments were conducted in October 2024. After
completing the inspections, the collected data was entered into PAVER software, and
the PCI was calculated for each section.
Table 3 summarizes the current PCI results and other pertinent information, such as
surface area and centerline mileage. Additional current PCI data is presented in
Appendix A.
Table 3. A Breakdown of the Overall Pavement Network by Condition Category
Condition Category Pavement Area PCI (area-weighted average) Surf. Area (SF) Percentage
Good – Excellent 1,576,010 23.0% 92
Fair – Good 3,460,232 50.4% 69
Poor – Fair 1,454,364 21.2% 50
Failed – Poor 369,210 5.4% 30
A breakdown of the overall City of Hermosa Beach pavement network by condition
category is summarized in Table 4.
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CITY OF HERMOSA BEACH 2024 Pavement Management Plan (PMP) Update, City of Hermosa Beach, California
January 30, 2025 13 GMU Project 24-198-00
Table 4. A Breakdown of the Overall Pavement Network by Condition Category.
Condition Category PCI Range Network
Percent Area of Total Pavement
Area of Pavement (SF)
Percent Centerline Mileage of Network
Centerline Mileage of Network
Good – Excellent 86 – 100
Arterial 6.2% 424,965
22.0%
2.2
Collector 9.1% 622,451 3.6
Local 8.2% 560,185 4.8
Alleyway 0.2% 10,786 0.2
Fair – Good 56 – 85
Arterial 8.0% 550,302
51.8%
3.0
Collector 11.9% 816,383 4.7
Local 29.9% 2,054,071 16.5
Alleyway 0.1% 9,813 0.1
Poor – Fair 41 – 55
Arterial 4.1% 281,782
20.3%
1.5
Collector 5.0% 345,468 1.9
Local 11.9% 819,420 6.2
Alleyway 0.0% 0 0.0
Failed – Poor <40
Arterial 0.0% 0
5.9%
0.0
Collector 0.1% 9,680 0.1
Local 5.0% 341,236 2.5
Alleyway 0.3% 13,274 0.2
TOTAL 100% 6,859,816 100% 47.6
A graphical representation of the pavement condition breakdown by PCI condition
category is shown in Figure 5.
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CITY OF HERMOSA BEACH 2024 Pavement Management Plan (PMP) Update, City of Hermosa Beach, California
January 30, 2025 14 GMU Project 24-198-00
Figure 5. Pavement Condition Breakdown (by surface area).
6. MAINTENANCE/REHABILITATION STRATEGY
The following conceptual pavement repair strategies are utilized for the budget-scenario
analysis presented in Section 7 of this report.
• Pavements in “excellent” or “good” condition categories are typically identified for maintenance, which generally consists of crack repairs and slurry seal.
For optimal performance, slurry seals are applied on streets in these condition
categories to help preserve the condition of the roadway. These treatments help
seal minor surface cracks as well as serve as a protective surface membrane,
acting as a “sunblock” for the roadway surface. When properly applied and on a
suitable-condition pavement surface, slurry seals typically last approximately 5 to
7 years.
Pavement maintenance treatments applied on streets that are in unsuitable
condition (worse than “good”) will result in reduced performance of the treatment
and protection of the underlying structural pavement section.
• Over time, as the pavement ages and deteriorates, its condition will worsen to a “fair” condition, and maintenance treatments will no longer be sufficient. At this stage, the pavement will exhibit signs of significant aging-related distress and
Good –Excellent
23%
Fair –Good51%
Poor –Fair21%
Failed –Poor5%
Hermosa Beach Pavement Network
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CITY OF HERMOSA BEACH 2024 Pavement Management Plan (PMP) Update, City of Hermosa Beach, California
January 30, 2025 15 GMU Project 24-198-00
some load-related distress, such as alligator cracking. Streets that deteriorate to this condition are typically identified for rehabilitation,
which generally consists of performing a 2-inch or 3-inch thick mill-and-overlay, with a pavement reflective cracking limiting system to reduce pavement reflective cracking propagation potential. Localized areas of repair (i.e., patches) may also be required to address localized areas of load-related (i.e., alligator cracked) distresses. Mill-and-overlays are typically performed once
every 15 to 20 years.
• Reconstruction: If streets are deteriorating more rapidly than expected or if
maintenance maintenance/rehabilitation is neglected, they can deteriorate to a
“very poor” or worse condition category.
Streets that deteriorate to this condition are typically identified for
reconstruction, which generally includes performing full-depth reclamation or
remove-and-replace reconstruction.
When establishing the unit costs, which are used for budget scenario analysis as
described in Section 7 of this report, GMU reviewed and considered past pavement
project costs in the City of Hermosa Beach. We recommend re-calibrating the unit cost
values with the actual pavement repair costs to be received when future projects are
executed. Changes to the unit costs used in the analysis will influence the results of the
budget scenario analysis presented in Section 7 Budget Scenario Analysis and
Results.
7. BUDGET SCENARIOS ANALYSIS AND RESULTS
Various “what if” scenarios were analyzed to determine the resulting budget needs or
resulting pavement condition for the considered budget scenario. Four (4) budget
scenarios were analyzed, summarized as follows:
• Scenario 1 – Current Funding Level
• Scenario 2 – Unlimited Budget
• Scenario 3 – Maintain Current Network PCI at 68
• Scenario 4 – Do Nothing
An analysis period of 10 years was considered for each scenario to help with future
budgeting purposes and setting expectations for pavement performance.
All Cities have a defined budget for pavement maintenance and repairs. Repairs that
are required based on the roadway’s condition but cannot be afforded, due to budget
limitations, are referred to as “deferred maintenance”. The cost of the deferred
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CITY OF HERMOSA BEACH 2024 Pavement Management Plan (PMP) Update, City of Hermosa Beach, California
January 30, 2025 16 GMU Project 24-198-00
maintenance that cannot be performed due to funding limitations is referred to as
“unfunded backlog”.
Deferring more maintenance over time will eventually lead to increased frequency of
additional maintenance or emergency repairs, as well as complaints from users.
Deferring maintenance will also increase future repair costs because it is more costly to
repair streets in poorer condition.
7.1 Scenario 1 – Current Funding Level
The current allocated annual budget for City of Hermosa Beach roadway rehabilitation projects is $1.5 million. By 2034, approximately 7% of the network will be in the “Good” condition category, 49%
will be in the “Fair” condition category, and 44% will be in the “Poor” to “Failed” condition categories. The deferred maintenance will increase to $76.6 million. Under this funding scenario, the network PCI is projected to decline from the current 68 to 59 by year 2034, representing a significant 9-point reduction. For additional context,
refer to Section 7.3 - Scenario 3, which outlines the funding level required to maintain the network PCI at its current condition. Scenario 3 indicates that an annual budget of $3.1 million would be necessary to achieve this goal. A detailed summary of the work type and associated costs is presented in Appendix B.
The following Figure 6 summarizes the resulting pavement condition index and the
unfunded backlog.
Figure 6. Scenario 1 – Current Funding Scenario. Network PCIPage 84 of 324
CITY OF HERMOSA BEACH 2024 Pavement Management Plan (PMP) Update, City of Hermosa Beach, California
January 30, 2025 17 GMU Project 24-198-00
7.2 Scenario 2 – Unlimited Budget
The unlimited budget scenario identifies the total funding required to eliminate the
current backlog. The funding level requires $26.1M in the first year, followed by an
average annual cost of approximately $1.8M over the subsequent 9 years. Over a 10-
year period, the total funding required is $42.3M.
Under this scenario, the street network would consist of approximately 66% in "Good"
condition and 34% in "Fair" condition. A detailed summary of the work types and
associated costs for this scenario is also provided in Appendix B.
The following Figure 7 summarizes the resulting pavement condition index and the
unfunded backlog.
Figure 7. Scenario 2 – Unlimited Budget at year 1.
7.3 Scenario 3 – Maintain Current Network PCI at 68
To maintain the current network PCI at 68, the City would need to fund $3.1 million annually over the next ten years. The total required budget over the next 10 years for this scenario is $31 million.
Under this scenario, the street network will consist of approximately 11% of the network
will be in the “Good” condition category, 62% will be in the “Fair” condition category, and 27% will be in the “Poor” to “Failed” condition categories. The deferred maintenance will increase to $46.9 million by year 2034.
The following Figure 8 summarizes the resulting pavement condition index and the
unfunded backlog. Network PCIPage 85 of 324
CITY OF HERMOSA BEACH 2024 Pavement Management Plan (PMP) Update, City of Hermosa Beach, California
January 30, 2025 18 GMU Project 24-198-00
Figure 8. Scenario 3 - Maintain Current Network PCI at 68.
7.4 Scenario 4 – Do Nothing
This scenario illustrates the consequences when no funding is allocated for pavement M&R) over a 10-year period. By 2034, it is projected that approximately 0% of the network will remain in the "Good"
condition category. Around 33% will be classified as "Fair," while 67% will deteriorate
into the "Poor" or "Failed" condition categories. Under these conditions, the network's PCI is expected to drop significantly from the current score of 68 to 45, representing a 23-point decrease. The deferred maintenance will increase to $110.0 million by the year 2034.
The following Figure 9 summarizes the resulting pavement condition index and the
unfunded backlog. Network PCIPage 86 of 324
CITY OF HERMOSA BEACH 2024 Pavement Management Plan (PMP) Update, City of Hermosa Beach, California
January 30, 2025 19 GMU Project 24-198-00
Figure 9. Scenario 4 – Do Nothing.
8. PRELIMINARY LIST OF STREETS FOR CRACK SEALING
In addition to the budget scenario analysis, the City has requested recommendations for
a preliminary list of streets suitable for crack sealing. Based on a discussion with the
City, the criteria used for developing this list include both AC and PCC pavements with
a PCI score between 60 and 85 and having one or more of the following distresses:
• Longitudinal and transverse cracking (for AC only): Medium severity (crack
width ≥ ⅜ inch to 3 inches).
• Block cracking (for AC only): Medium and high severity (crack width ≥ ⅜ inch).
• Edge cracking (for AC only): Medium severity (crack width ≥ ⅜ inch to 3 inches,
with some breakup and raveling).
• Joint reflective cracking (for AC only): Medium severity (crack width ≥ ⅜ inch
to 3 inches).
• Linear cracking (for PCC only): Medium severity (crack width ≥ ½ inch to 2
inches).
For a detailed explanation of severity levels for various crack types, refer to the ASTM D
6433 standard.
Using these criteria, the preliminary list of streets recommended for crack sealing is
provided in Appendix C. Furthermore, GMU recommends that the City conduct site
visits to verify pavement conditions before finalizing the list, as the condition within the
“sample unit” (10% of the street surveyed for PCI determination) may not reflect the
condition of the entire street. Network PCIPage 87 of 324
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January 30, 2025 20 GMU Project 24-198-00
For AC pavement, GMU recommends using Crafco Polyflex III or an equivalent crack
sealing product to repair cracks that are ¼ to 1½ inches wide. For PCC pavement, the
recommended product is Crafco Roadsaver 963 Gray Sealant or an equivalent product
to repair cracks that are ¼ to 1½ inches wide. For cracks and distresses wider than 1½-
inches, GMU recommends a mastic repair, cold patch material, or localized patch
repair.
Although outside the scope of this study, GMU suggests preparing a detailed
specification to guide crack repair execution. This specification should address critical
factors such as crack preparation procedures, settlement or refilling of cracks, additional
measures for repairs within pedestrian paths of travel, and other related considerations.
9. LIMITATIONS
Please note, the findings and recommendations presented within this report are based
on a visual assessment of the pavement surface and a network-level evaluation (i.e.,
birds-eye review of the pavement surface condition). The actual rate of pavement
deterioration may differ from the predicted rate warranting modifications and updates to
the network-level conceptual pavement maintenance/rehabilitation recommendations.
Additional project-level analysis and preparation of project plans and specifications is
recommended for each pavement improvement project.
It is important to recognize that the findings, conclusions, and recommendations
presented in this report reflect our professional engineering judgment and efforts. No
other warranty, express or implied, is provided regarding the conclusions and
recommendations contained herein.
This report has been prepared exclusively for the City of Hermosa Beach and is in
accordance with generally accepted pavement engineering practices.
Page 88 of 324
Appendix A
Inventory Report and Current
Pavement Condition Summary
Page 89 of 324
Page 90 of 324
Network PCI by Functional
Classifications
(Alphabetical)
Page 91 of 324
Branch ID Branch Name Section ID From To Lanes Length Width Section True
Area (SF)
Section
Rank
Surface Type
- Current
Last Inpsection
Date 2024 PCI
081 ARTESIA BLVD 01 PACIFIC COAST HWY HARPER AVE 3 1,252 45 56,340 A AC 10-23-2024 59
081 ARTESIA BLVD 02 HARPER AVE PACIFIC COAST HWY 3 1,254 45 56,430 A AC 10-23-2024 62
085 AVIATION BLVD 03 CORONA ST PROSPECT AVE 2 379 30 11,370 A AC 10-17-2024 58
085 AVIATION BLVD 02 OCEAN DR CORONA ST 2 654 30 19,620 A AC 10-17-2024 57
085 AVIATION BLVD 06 PROSPECT AVE CORONA ST 2 379 30 11,370 A AC 10-17-2024 52
085 AVIATION BLVD 07 CORONA ST OCEAN DR 2 654 30 19,620 A AC 10-17-2024 50
085 AVIATION BLVD 04 PROSPECT AVE HARPER AVE 2 358 30 10,740 A AC 10-17-2024 48
085 AVIATION BLVD 08 OCEAN DR PACIFIC COAST HWY 2 740 30 22,200 A AC 10-17-2024 49
085 AVIATION BLVD 05 CITY LIMIT PROSPECT AVE 2 358 30 10,740 A AC 10-17-2024 45
085 AVIATION BLVD 01 PACIFIC COAST HWY OCEAN DR 2 746 30 22,380 A AC 10-17-2024 56
118 GOULD AVE 03 ARDMORE AVE PACIFIC COAST HWY 2 1,572 39 61,308 A AAC 10-17-2024 88
118 GOULD AVE 04 PACIFIC COAST HWY ARDMORE AVE 2 1,562 39 60,918 A AAC 10-17-2024 89
128 HERMOSA AVE 08 PIER AVE 15TH CT 2 693 40 27,720 A AC 10-16-2024 89
128 HERMOSA AVE 36 4TH ST 2ND ST 2 541 36 19,476 A AC 10-16-2024 70
128 HERMOSA AVE 23 30TH ST 27TH ST 1 651 20 13,020 A AC 10-16-2024 82
128 HERMOSA AVE 30 16TH ST 15TH CT 2 406 38 15,428 A AC 10-16-2024 91
128 HERMOSA AVE 04 4TH ST 6TH ST 2 540 36 19,440 A AC 10-16-2024 66
128 HERMOSA AVE 33 10TH ST 8TH ST 2 539 36 19,404 A AC 10-16-2024 51
128 HERMOSA AVE 22 LONGFELLOW AVE 30TH ST 1 384 20 7,680 A AC 10-16-2024 82
128 HERMOSA AVE 10 16TH ST 19TH ST 2 823 36 29,628 A AC 10-16-2024 88
128 HERMOSA AVE 26 25TH ST 22ND ST 2 808 38 30,704 A AC 10-16-2024 86
128 HERMOSA AVE 07 10TH ST PIER AVE 2 559 36 20,124 A AC 10-16-2024 91
128 HERMOSA AVE 31 15TH CT PIER AVE 2 693 35 24,255 A AC 10-16-2024 91
128 HERMOSA AVE 09 15TH CT 16TH ST 2 406 36 14,616 A AC 10-16-2024 89
128 HERMOSA AVE 03 2ND ST 4TH ST 2 541 36 19,476 A AC 10-16-2024 65
128 HERMOSA AVE 15 26TH ST 27TH ST 2 308 28 8,624 A AC 10-16-2024 84
128 HERMOSA AVE 14 25TH ST 26TH ST 2 279 36 10,044 A AC 10-16-2024 88
128 HERMOSA AVE 19 34TH ST 35TH ST 1 223 20 4,460 A AC 10-16-2024 79
128 HERMOSA AVE 37 2ND ST LYNDON ST 2 914 36 32,904 A AC 10-16-2024 51
128 HERMOSA AVE 11 19TH ST 21ST ST 2 586 36 21,096 A AC 10-16-2024 88
128 HERMOSA AVE 16 27TH ST 30TH ST 1 655 20 13,100 A AC 10-16-2024 87
128 HERMOSA AVE 38 LYNDON ST HERONDO ST 1 259 28 7,252 A AC 10-16-2024 68
128 HERMOSA AVE 27 22ND ST 21ST ST 2 356 38 13,528 A AC 10-16-2024 90
128 HERMOSA AVE 34 8TH ST 6TH ST 2 539 36 19,404 A AC 10-16-2024 70
128 HERMOSA AVE 01 HERONDO ST LYNDON ST 2 260 28 7,280 A AC 10-16-2024 58
128 HERMOSA AVE 13 22ND ST 25TH ST 2 808 36 29,088 A AC 10-16-2024 85
128 HERMOSA AVE 17 30TH ST LONGFELLOW AVE 1 384 20 7,680 A AC 10-16-2024 86
128 HERMOSA AVE 06 8TH ST 10TH ST 2 539 36 19,404 A AC 10-16-2024 62
128 HERMOSA AVE 32 PIER AVE 10TH ST 2 559 36 20,124 A AC 10-16-2024 89
128 HERMOSA AVE 05 6TH ST 8TH ST 2 539 36 19,404 A AC 10-16-2024 50
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Arterial Network)
Arterial Network
Page 1 of 2Page 92 of 324
Branch ID Branch Name Section ID From To Lanes Length Width Section True
Area (SF)
Section
Rank
Surface Type
- Current
Last Inpsection
Date 2024 PCI
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Arterial Network)
128 HERMOSA AVE 18 LONGFELLOW AVE 34TH ST 1 426 20 8,520 A AC 10-16-2024 81
128 HERMOSA AVE 35 6TH ST 4TH ST 2 540 36 19,440 A AC 10-16-2024 61
128 HERMOSA AVE 24 27TH ST 26TH ST 1 308 20 6,160 A AC 10-16-2024 70
128 HERMOSA AVE 02 LYNDON ST 2ND ST 2 907 36 32,652 A AC 10-16-2024 55
128 HERMOSA AVE 29 19TH 16TH ST 2 823 38 31,274 A AC 10-16-2024 87
128 HERMOSA AVE 21 34TH ST LONGFELLOW AVE 2 426 20 8,520 A AC 10-16-2024 82
128 HERMOSA AVE 28 21ST ST 19TH ST 2 586 38 22,268 A AC 10-16-2024 85
128 HERMOSA AVE 25 26TH ST 25TH ST 2 279 38 10,602 A AC 10-16-2024 86
128 HERMOSA AVE 20 35TH ST 34TH ST 1 223 20 4,460 A AC 10-16-2024 73
128 HERMOSA AVE 12 21ST ST 22ND ST 2 356 36 12,816 A AC 10-16-2024 88
131 HERONDO ST 01 HERMOSA AVE MONTEREY BLVD 2 569 40 22,760 A AC 11-05-2024 63
131 HERONDO ST 02 MONTEREY BLVD VALLEY DR 2 784 40 31,360 A AC 11-05-2024 64
174 PIER AVE 12 MANHATTAN AVE HERMOSA AVE 2 373 38 14,174 A AC 10-15-2024 49
174 PIER AVE 08 ARDMORE AVE VALLEY DR 3 122 40 4,880 A AC 10-15-2024 48
174 PIER AVE 02 MANHATTAN AVE MONTEREY BLVD 2 395 38 15,010 A AC 10-15-2024 70
174 PIER AVE 06 ARDMORE AVE PACIFIC COAST HWY 2 655 36 23,580 A AC 10-15-2024 41
174 PIER AVE 05 VALLEY DR ARDMORE AVE 2 122 40 4,880 A AC 10-15-2024 43
174 PIER AVE 09 VALLEY DR BARD ST 2 230 38 8,740 A AC 10-15-2024 48
174 PIER AVE 10 BARD ST MONTEREY BLVD 2 739 38 28,082 A AC 10-15-2024 57
174 PIER AVE 01 HERMOSA AVE MANHATTAN AVE 2 373 38 14,174 A AC 10-15-2024 46
174 PIER AVE 04 BARD ST VALLEY DR 2 230 38 8,740 A AC 10-15-2024 41
174 PIER AVE 03 MONTEREY BLVD BARD ST 2 736 38 27,968 A AC 10-15-2024 59
174 PIER AVE 11 MONTEREY BLVD MANHATTAN AVE 2 395 38 15,010 A AC 10-15-2024 56
174 PIER AVE 07 PACIFIC COAST HWY ARDMORE AVE 2 655 36 23,580 A AC 10-15-2024 47
Arterial Network
Page 2 of 2Page 93 of 324
Branch ID Branch Name Section ID From To Lanes Length Width Section True
Area (SF)
Section
Rank
Surface
Type -
Current
Last
Inpsection
Date
2024
PCI
002 10TH ST 03 HERMOSA AVE MANHATTAN AVE 2 299 40 11,960 C AC 10-23-2024 92
002 10TH ST 05 MONTEREY BLVD LOMA DR 2 272 30 8,160 C AC 10-23-2024 49
002 10TH ST 04 MANHATTAN AVE MONTEREY BLVD 2 290 38 11,020 C AC 10-24-2024 73
029 21ST ST 05 PACIFIC COAST HWY RHODES ST 2 339 38 12,882 C AC 10-23-2024 79
029 21ST ST 06 RHODES ST PROSPECT AVE 2 433 35 15,155 C AC 10-21-2024 71
033 22ND ST 01 END HERMOSA AVE 2 154 40 6,160 C AC 10-21-2024 66
033 22ND ST 02 HERMOSA AVE MANHATTAN AVE 2 296 40 11,840 C AC 10-15-2024 63
040 27TH ST 02 MANHATTAN AVE MORNINGSIDE DR 2 640 42 26,880 C AC 11-05-2024 87
046 2ND ST 03 HERMOSA AVE MANHATTAN AVE 2 299 40 11,960 C AC 10-21-2024 57
046 2ND ST 06 VALLEY DR ARDMORE AVE 2 578 30 17,340 C AC 10-21-2024 65
046 2ND ST 04 MANHATTAN AVE MONTEREY BLVD 2 290 40 11,600 C AC 10-21-2024 58
046 2ND ST 05 MONTEREY BLVD VALLEY DR 2 510 40 20,400 C AC 10-21-2024 50
046 2ND ST 07 ARDMORE AVE PACIFIC COAST HWY 2 666 30 19,980 C AC 10-21-2024 61
046 2ND ST 02 BEACH DR HERMOSA AVE 2 148 40 5,920 C AC 10-21-2024 89
061 4TH ST 02 MANHATTAN AVE MONTEREY BLVD 2 290 38 11,020 C AC 10-21-2024 94
061 4TH ST 01 HERMOSA AVE MANHATTAN AVE 2 300 40 12,000 C AC 10-21-2024 67
065 6TH ST 02 MANHATTAN AVE MONTEREY BLVD 2 290 40 11,600 C AC 10-22-2024 86
065 6TH ST 03 MONTEREY BLVD LOMA DR 2 272 32 8,704 C AC 10-22-2024 77
065 6TH ST 04 LOMA DR CYPRESS AVE 2 245 26 6,370 C AC 10-23-2024 74
065 6TH ST 01 HERMOSA AVE MANHATTAN AVE 2 299 40 11,960 C AC 10-22-2024 74
065 6TH ST 05 CYPRESS AVE VALLEY DR 2 338 28 9,464 C AC 10-23-2024 79
071 8TH ST 04 LOMA DR CYPRESS AVE 2 246 28 6,888 C AC 10-11-2024 78
071 8TH ST 03 MONTEREY BLVD LOMA DR 2 270 38 10,260 C AC 10-11-2024 78
071 8TH ST 02 MANHATTAN AVE MONTEREY BLVD 2 290 38 11,020 C AC 10-11-2024 77
071 8TH ST 07 ARDMORE DR PACIFIC COAST HWY 2 620 25 14,600 C AC 10-11-2024 55
071 8TH ST 05 CYPRESS AVE VALLEY DR 2 442 28 12,376 C AC 10-11-2024 65
071 8TH ST 06 VALLEY DR ARDMORE AVE 2 129 27 3,483 C AC 10-11-2024 54
071 8TH ST 01 HERMOSA AVE MANHATTAN AVE 2 299 28 8,372 C AC 10-11-2024 81
079 ARDMORE AVE 02 2ND ST 5TH ST 2 832 25 20,800 C AC 10-23-2024 69
079 ARDMORE AVE 03 8TH ST 5TH ST 2 761 25 19,025 C AC 10-17-2024 74
079 ARDMORE AVE 04 10TH ST 8TH ST 2 673 25 16,825 C AAC 10-17-2024 95
079 ARDMORE AVE 07 16TH ST 256' n/o PIER AVE 2 308 27 8,316 C AAC 10-17-2024 84
079 ARDMORE AVE 11 GOULD AVE 30TH ST 2 624 22 13,728 C AAC 10-17-2024 95
079 ARDMORE AVE 09 PORTER LN 21ST ST 2 1,216 27 32,432 C AAC 10-17-2024 95
079 ARDMORE AVE 08 21ST ST 16TH ST 2 1,404 27 37,908 C AAC 10-17-2024 80
079 ARDMORE AVE 12 30TH ST BOUNDARY PL 2 413 22 9,086 C AAC 10-17-2024 89
079 ARDMORE AVE 10 GOULD TER PORTER LN 2 814 27 21,663 C AAC 10-17-2024 95
079 ARDMORE AVE 05 PIER AVE 10TH ST 2 963 25 24,075 C AAC 10-17-2024 95
079 ARDMORE AVE 06 256' n/o PIER AVE PIER AVE 2 256 27 6,912 C PCC 10-21-2024 95
086 BARD ST 03 ALLEY PIER AVE 2 140 48 6,720 C AC 11-05-2024 54
115 FRANCISCO ST 01 MORNINGSIDE DR INGLESIDE DR 1 484 20 9,680 C PCC 10-21-2024 29
118 GOULD AVE 02 VALLEY DR ARDMORE AVE 3 160 54 8,640 C AC 10-17-2024 91
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Collector Network)
Collector Network
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Branch ID Branch Name Section ID From To Lanes Length Width Section True
Area (SF)
Section
Rank
Surface
Type -
Current
Last
Inpsection
Date
2024
PCI
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Collector Network)
118 GOULD AVE 01 MORNINGSIDE DR VALLEY DR 2 634 60 38,040 C AAC 10-17-2024 90
122 GREENWICH VILLAGE 01 HERMOSA AVE 27TH ST 2 390 30 11,700 C AC 10-23-2024 67
132 HIGHLAND AVE 01 35TH ST LONGFELLOW AVE 2 557 38 21,166 C AC 10-10-2024 95
146 LONGFELLOW AVE 01 HERMOSA AVE MANHATTAN AVE 2 313 40 12,520 C AC 10-10-2024 92
146 LONGFELLOW AVE 02 MANHATTAN AVE MORNINGSIDE DR 2 640 40 25,600 C AC 10-10-2024 93
146 LONGFELLOW AVE 04 INGLESIDE DR VALLEY DR 2 233 36 8,388 C AC 10-10-2024 56
146 LONGFELLOW AVE 03 MORNINGSIDE DR INGLESIDE DR 2 490 40 19,600 C AC 10-10-2024 88
149 MANHATTAN AVE 02 2ND ST 4TH ST 2 540 40 21,600 C AC 10-09-2024 50
149 MANHATTAN AVE 01 1ST ST 2ND ST 2 440 40 17,600 C AC 10-09-2024 53
149 MANHATTAN AVE 12 MONTEREY BLVD 24TH ST 2 362 40 14,480 C AC 10-09-2024 55
149 MANHATTAN AVE 06 10TH ST PIER AVE 2 733 40 29,320 C AC 10-09-2024 50
149 MANHATTAN AVE 13 24TH ST 25TH ST 2 424 40 16,960 C AC 10-09-2024 52
149 MANHATTAN AVE 14 25TH ST 27TH ST 2 525 40 21,000 C AC 10-09-2024 48
149 MANHATTAN AVE 07 PIER AVE 14TH ST 2 386 40 15,440 C AC 10-09-2024 48
149 MANHATTAN AVE 10 19TH ST CIRCLE DR 2 352 40 14,080 C AC 10-09-2024 65
149 MANHATTAN AVE 15 27TH ST 29TH ST 2 466 30 13,980 C AC 10-09-2024 57
149 MANHATTAN AVE 04 6TH ST 8TH ST 2 540 40 21,600 C AC 10-11-2024 49
149 MANHATTAN AVE 03 4TH ST 6TH ST 2 540 40 21,600 C AC 10-09-2024 55
149 MANHATTAN AVE 08 14TH ST 16TH ST 2 539 40 21,560 C AC 10-09-2024 62
149 MANHATTAN AVE 17 LONGFELLOW AVE NEPTUNE AVE 2 775 30 23,250 C AC 10-09-2024 95
149 MANHATTAN AVE 11 CIRCLE DR MONTEREY BLVD 2 712 40 28,480 C AC 10-09-2024 64
149 MANHATTAN AVE 16 29TH ST LONGFELLOW AVE 2 598 30 17,940 C AC 10-09-2024 68
149 MANHATTAN AVE 05 8TH ST 10TH ST 2 540 40 21,600 C AC 10-09-2024 44
158 MONTEREY BLVD 01 HERONDO ST 2ND ST 2 820 40 32,800 C AC 10-11-2024 67
158 MONTEREY BLVD 09 16TH ST 19TH ST 2 845 40 33,800 C AC 10-15-2024 63
158 MONTEREY BLVD 06 10TH ST 11TH ST 2 510 36 18,360 C AC 10-15-2024 69
158 MONTEREY BLVD 02 2ND ST 4TH ST 2 540 40 21,600 C AC 10-11-2024 65
158 MONTEREY BLVD 07 11TH ST PIER AVE 2 486 36 17,496 C AC 10-15-2024 73
158 MONTEREY BLVD 03 4TH ST 6TH ST 2 540 40 21,600 C AC 10-11-2024 54
158 MONTEREY BLVD 11 CIRCLE CT MANHATTAN AVE 2 729 40 29,160 C AC 10-15-2024 59
158 MONTEREY BLVD 05 8TH ST 10TH ST 2 539 38 20,482 C AC 10-15-2024 79
158 MONTEREY BLVD 10 19TH ST CIRCLE CT 2 665 40 26,600 C AC 10-15-2024 67
158 MONTEREY BLVD 04 6TH ST 8TH ST 2 540 38 20,520 C AC 10-11-2024 63
158 MONTEREY BLVD 08 PIER AVE 16TH ST 2 663 40 26,520 C AC 10-15-2024 64
161 MORNINGSIDE DR 07 FRANCISCO ST 35TH ST 1 251 20 5,020 C PCC 10-21-2024 41
180 PROSPECT AVE 05 8TH ST 9TH ST 2 345 30 10,350 C AAC 10-21-2024 95
180 PROSPECT AVE 09 15TH ST 17TH ST 2 815 36 29,340 C AAC 10-23-2024 95
180 PROSPECT AVE 10 17TH ST 20TH ST 2 883 36 31,788 C AAC 10-23-2024 95
180 PROSPECT AVE 04 6TH ST 8TH ST 2 575 30 17,250 C AAC 10-21-2024 95
180 PROSPECT AVE 01 ANITA ST VAN HORNE LN 2 702 30 21,060 C AAC 10-21-2024 95
180 PROSPECT AVE 02 VAN HORNE LN GENTRY ST 2 681 30 20,430 C AAC 10-21-2024 95
180 PROSPECT AVE 08 14TH ST 15TH ST 2 248 36 8,928 C AAC 10-23-2024 95
Collector Network
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Inpsection
Date
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PCI
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Collector Network)
180 PROSPECT AVE 07 AVIATION BLVD 14TH ST 2 486 36 17,496 C AAC 10-21-2024 95
180 PROSPECT AVE 11 20TH ST 21ST ST 2 459 36 16,524 C AAC 10-23-2024 95
180 PROSPECT AVE 13 ARTESIA BLVD 21ST ST 2 567 30 17,010 C AAC 10-23-2024 95
180 PROSPECT AVE 12 21ST ST ARTESIA BLVD 2 574 30 17,220 C AAC 10-23-2024 95
180 PROSPECT AVE 03 GENTRY ST 6TH ST 2 586 30 17,580 C AAC 10-21-2024 95
180 PROSPECT AVE 06 9TH ST AVIATION BLVD 2 923 30 27,690 C AAC 10-21-2024 95
195 VALLEY DR 02 2ND ST 8TH ST 2 1,693 25 42,325 C AC 10-17-2024 52
195 VALLEY DR 07 20TH ST 24TH ST 2 598 28 16,744 C AAC 10-17-2024 73
195 VALLEY DR 11 30TH ST LONGFELLOW AVE 2 370 32 11,840 C AAC 10-17-2024 84
195 VALLEY DR 08 24TH ST 25TH ST 2 675 28 18,900 C AAC 10-17-2024 77
195 VALLEY DR 03 8TH ST 11TH ST 2 915 24 21,960 C AC 10-17-2024 43
195 VALLEY DR 06 18TH ST 20TH ST 2 486 28 13,608 C AAC 10-17-2024 85
195 VALLEY DR 10 GOULD AVE 30TH ST 2 725 25 18,125 C AAC 10-17-2024 79
195 VALLEY DR 09 25TH ST GOULD AVE 2 1,031 28 28,868 C AAC 10-17-2024 86
195 VALLEY DR 04 11TH ST PIER AVE 2 738 25 18,450 C AC 10-17-2024 60
195 VALLEY DR 01 HERONDO ST 2ND ST 2 754 25 18,850 C AC 10-17-2024 65
195 VALLEY DR 05 PIER AVE 18TH ST 2 1,250 28 35,000 C AAC 10-17-2024 85
Collector Network
Page 3 of 3Page 96 of 324
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Area (SF)
Section
Rank
Surface
Type -
Current
Last
Inpsection
Date
2024
PCI
001 10TH CT 01 BEACH DR HERMOSA AVE 2 363 20 7,260 E AC 10-22-2024 69
002 10TH ST 02 BEACH DR HERMOSA AVE 2 472 35 16,520 E AC 10-24-2024 53
002 10TH ST 06 ARDMORE AVE PACIFIC COAST HWY 2 623 28 17,444 E PCC 10-21-2024 62
002 10TH ST 01 THE STRAND BEACH DR 2 103 35 3,605 E AC 10-24-2024 55
002 10TH ST 08 OCEAN DR OWOSSO AVE 2 362 24 8,688 E AC 10-25-2024 62
002 10TH ST 09 OWOSSO AVE PROSPECT AVE 2 349 24 8,376 E PCC 10-21-2024 91
002 10TH ST 07 AVIATION BLVD OCEAN DR 2 654 24 15,696 E AC 10-25-2024 53
002 10TH ST 10 PROSPECT AVE HARPER AVE 2 821 25 20,525 E AC 10-25-2024 68
003 11TH CT 01 BEACH DR HERMOSA AVE 2 378 20 7,560 E AC 10-24-2024 58
004 11TH PL 02 END PACIFIC COAST HWY 2 317 39 12,363 E AAC 10-24-2024 91
004 11TH PL 03 PROSPECT AVE HARPER AVE 2 422 25 10,550 E AC 10-25-2024 36
004 11TH PL 01 BARD ST VALLEY DR 2 233 26 6,058 E AC 10-24-2024 68
005 11TH ST 02 BEACH DR HERMOSA AVE 2 379 40 15,160 E AC 10-24-2024 74
005 11TH ST 04 LOMA DR VALLEY DR 2 684 25 17,100 E AC 10-24-2024 65
005 11TH ST 01 THE STRAND BEACH DR 2 115 40 4,600 E AC 10-24-2024 66
005 11TH ST 06 PROSPECT AVE HARPER AVE 2 604 25 15,100 E AC 10-25-2024 88
005 11TH ST 05 ARDMORE AVE PACIFIC COAST HWY 2 620 28 17,360 E AC 10-25-2024 45
005 11TH ST 03 MONTEREY BLVD LOMA DR 2 269 38 10,222 E AC 10-24-2024 49
007 13TH CT 01 BEACH DR HERMOSA AVE 2 426 20 8,520 E AC 10-24-2024 69
008 13TH ST 02 PACIFIC COAST HWY OCEAN DR 2 689 25 17,225 E AAC 10-23-2024 89
008 13TH ST 01 HERMOSA AVE BEACH DR 2 435 30 13,050 E AC 10-24-2024 76
009 14TH CT 01 BEACH DR HERMOSA AVE 2 445 21 9,345 E AC 10-24-2024 65
010 14TH ST 05 BONNIE BRAE ST CORONA ST 2 491 24 11,784 E AC 10-21-2024 46
010 14TH ST 02 HERMOSA AVE MANHATTAN AVE 2 455 30 13,650 E AC 10-24-2024 52
010 14TH ST 03 PACIFIC COAST HWY OCEAN DR 2 690 24 16,560 E AC 10-21-2024 71
010 14TH ST 07 PROSPECT AVE END 2 461 24 11,064 E AC 10-21-2024 95
010 14TH ST 04 OCEAN DR BONNIE BRAE ST 2 124 24 2,976 E AC 10-21-2024 62
010 14TH ST 01 BEACH DR HERMOSA AVE 2 448 35 15,680 E AC 10-21-2024 59
010 14TH ST 06 CORONA ST PROSPECT AVE 2 100 24 2,400 E AC 10-24-2024 68
011 15TH CT 01 END HERMOSA AVE 2 396 20 7,920 E AC 10-24-2024 71
012 15TH PL 01 END MIRA ST 2 160 24 3,840 E PCC 10-21-2024 49
012 15TH PL 02 MIRA ST BONNIE BRAE ST 2 455 20 9,100 E AC 10-21-2024 95
013 15TH ST 02 PACIFIC COAST HWY OCEAN DR 2 690 22 15,180 E AC 10-21-2024 50
013 15TH ST 01 THE STRAND HERMOSA AVE 2 575 38 21,850 E AC 10-24-2024 34
013 15TH ST 03 PROSPECT AVE CITY LIMIT 2 579 28 16,212 E APC 10-24-2024 69
014 16TH CT 01 BEACH DR HERMOSA AVE 2 484 19 9,196 E AC 10-24-2024 50
015 16TH ST 05 PACIFIC COAST HWY PROSPECT AVE 2 949 24 22,776 E PCC 10-21-2024 50
015 16TH ST 04 ARDMORE AVE PACIFIC COAST HWY 2 608 40 24,320 E AC 10-24-2024 39
015 16TH ST 02 MANHATTAN AVE MONTEREY BLVD 2 290 30 8,700 E AC 10-24-2024 80
015 16TH ST 06 PROSPECT AVE GOLDEN AVE 2 267 25 6,675 E AC 10-24-2024 67
015 16TH ST 03 MONTEREY BLVD LOMA DR 2 160 30 4,800 E AC 10-24-2024 73
015 16TH ST 01 HERMOSA AVE MANHATTAN AVE 2 298 30 8,940 E AC 10-24-2024 58
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Local Network)
Local Network
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Surface
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Last
Inpsection
Date
2024
PCI
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Local Network)
016 17TH CT 01 BEACH DR HERMOSA AVE 2 498 19 9,462 E AC 10-21-2024 52
017 17TH ST 01 PACIFIC COAST HWY PROSPECT AVE 2 881 24 21,144 E AC 10-21-2024 67
017 17TH ST 02 PROSPECT AVE GOLDEN ST 2 371 24 8,904 E AAC 10-23-2024 95
017 17TH ST 03 GOLDEN ST END 2 246 24 5,904 E AAC 10-23-2024 95
018 18TH CT 1 BEACH DR HERMOSA AVE 2 485 19 9,215 E AC 10-24-2024 55
019 18TH ST 01 VALLEY PARK AVE VALLEY DR 2 475 22 10,450 E AC 10-24-2024 66
019 18TH ST 02 PACIFIC COAST HWY PROSPECT AVE 2 752 30 22,560 E AC 10-21-2024 54
020 19TH CT 01 BEACH DR HERMOSA AVE 2 446 20 8,920 E AC 10-24-2024 53
021 19TH ST 02 MANHATTAN AVE MONTEREY BLVD 2 274 30 8,220 E AC 10-24-2024 79
021 19TH ST 04 PACIFIC COAST HWY RHODES ST 2 341 30 10,230 E AC 10-21-2024 59
021 19TH ST 01 HERMOSA AVE MANHATTAN AVE 2 310 20 6,200 E AC 10-24-2024 62
021 19TH ST 05 PROSPECT AVE HARPER AVE 2 679 25 16,975 E AAC 10-23-2024 95
021 19TH ST 03 MONTEREY BLVD LOMA DR 2 151 30 4,530 E AC 10-24-2024 59
022 1ST CT 01 PALM DR MONTEREY BLVD 2 449 20 8,980 E PCC 10-21-2024 46
023 1ST PL 02 BARNEY CT PROSPECT AVE 2 751 27 20,277 E AC 10-24-2024 51
023 1ST PL 01 ARDMORE AVE PACIFIC COAST HWY 2 653 26 16,978 E AC 10-23-2024 62
024 1ST ST 01 HERMOSA AVE MONTEREY BLVD 2 591 40 23,640 E AC 10-11-2024 50
024 1ST ST 05 BARNEY CT PROSPECT AVE 2 732 28 20,496 E AC 10-24-2024 55
024 1ST ST 03 PACIFIC COAST HWY MEYER CT 2 851 30 25,530 E AC 10-24-2024 51
024 1ST ST 04 MEYER CT BARNEY CT 2 180 30 5,400 E AC 10-24-2024 55
024 1ST ST 02 ARDMORE AVE PACIFIC COAST HWY 2 769 28 21,532 E AC 10-23-2024 73
025 20TH ST 01 POWER ST VALLEY DR 2 622 20 11,240 E AC 10-24-2024 76
025 20TH ST 03 PROSPECT AVE HARPER AVE 2 611 26 15,886 E AAC 10-23-2024 95
025 20TH ST 02 PACIFIC COAST HWY RHODES ST 2 340 28 9,520 E PCC 10-17-2024 52
026 20TH CT 01 BEACH DR HERMOSA AVE 2 384 20 7,680 E AC 10-24-2024 18
027 20TH PL 01 PROSPECT AVE HARPER AVE 2 564 25 14,100 E AAC 10-23-2024 93
029 21ST ST 04 ARDMORE AVE PACIFIC COAST HWY 2 726 30 21,780 E AC 10-15-2024 68
029 21ST ST 03 VALLEY DR POWER ST 2 580 26 15,080 E AC 10-24-2024 53
029 21ST ST 01 HERMOSA AVE MANHATTAN AVE 2 299 30 8,970 E AC 10-23-2024 66
029 21ST ST 07 HARPER AVE PROSPECT AVE 2 512 32 16,384 E AAC 10-23-2024 95
029 21ST ST 02 POWER ST END 2 194 26 5,044 E AC 10-24-2024 54
030 21ST CT 01 BEACH DR HERMOSA AVE 2 297 20 5,940 E AC 10-24-2024 55
032 22ND CT 01 END (S)22ND ST 2 313 12 3,756 E AC 10-24-2024 83
035 24TH PL 01 PARK AVE VALLEY DR 2 1,002 28 28,056 E AC 10-15-2024 56
035 24TH PL 02 ARDMORE AVE PACIFIC COAST HWY 2 809 28 20,552 E AC 10-24-2024 70
036 24TH ST 02 HERMOSA AVE MANHATTAN AVE 2 269 30 8,070 E AC 10-15-2024 69
036 24TH ST 04 PARK AVE VALLEY DR 2 1,132 26 29,432 E AAC 10-15-2024 93
036 24TH ST 01 THE STRAND HERMOSA AVE 2 140 25 2,825 E PCC 10-21-2024 79
036 24TH ST 06 END HILLCREST DR 2 198 28 7,044 E AC 10-23-2024 95
036 24TH ST 05 ARDMORE AVE PACIFIC COAST HWY 2 773 28 19,544 E AC 10-24-2024 70
036 24TH ST 03 MANHATTAN AVE PARK AVE 2 598 30 17,940 E AC 10-15-2024 64
036 24TH ST 07 PROSPECT AVE HARPER AVE 2 460 25 11,500 E AAC 10-23-2024 95
Local Network
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Last
Inpsection
Date
2024
PCI
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Local Network)
037 25TH ST 04 PARK AVE VALLEY DR 2 922 26 23,972 E AC 10-15-2024 59
037 25TH ST 05 ARDMORE AVE END 2 413 24 9,912 E AC 10-24-2024 79
037 25TH ST 01 HERMOSA AVE MANHATTAN AVE 2 271 30 8,130 E AC 10-15-2024 76
037 25TH ST 03 MYRTLE AVE PARK AVE 2 668 30 20,040 E AC 10-15-2024 79
037 25TH ST 02 MANHATTAN AVE MYRTLE AVE 2 285 30 8,550 E AAC 10-15-2024 89
038 26TH ST 02 MANHATTAN AVE MORNINGSIDE DR 2 693 25 17,325 E PCC 10-17-2024 64
038 26TH ST 01 HERMOSA AVE MANHATTAN AVE 2 270 30 8,100 E AC 10-24-2024 66
039 27TH CT 01 OZONE CT MORNINGSIDE DR 2 559 15 8,385 E PCC 10-21-2024 65
040 27TH ST 01 HERMOSA AVE MANHATTAN AVE 1 200 25 5,000 E PCC 10-21-2024 96
041 28TH CT 02 MANHATTAN AVE MORNINGSIDE DR 2 640 15 9,600 E PCC 10-21-2024 65
041 28TH CT 01 PALM DR MANHATTAN AVE 2 175 18 3,150 E AC 10-24-2024 62
041 28TH CT 03 MORNINGSIDE DR END 1 470 15 7,050 E AC 10-24-2024 49
042 28TH ST 02 MANHATTAN AVE MORNINGSIDE DR 2 640 30 19,200 E AC 10-24-2024 61
042 28TH ST 01 HERMOSA AVE MANHATTAN AVE 2 311 30 9,330 E AC 10-24-2024 62
042 28TH ST 03 MORNINGSIDE DR INGLESIDE DR 2 489 30 14,670 E AC 10-24-2024 63
043 29TH CT 01 PALM DR MANHATTAN AVE 2 177 15 2,655 E AC 10-24-2024 52
043 29TH CT 02 MANHATTAN AVE MORNINGSIDE DR 2 640 15 9,600 E PCC 10-21-2024 72
043 29TH CT 03 MORNINGSIDE DR INGLESIDE DR 2 489 15 7,335 E PCC 10-21-2024 96
044 29TH ST 03 MORNINGSIDE DR INGLESIDE DR 2 489 24 11,736 E PCC 10-21-2024 52
044 29TH ST 02 MANHATTAN AVE MORNINGSIDE DR 2 640 24 15,360 E PCC 10-21-2024 59
044 29TH ST 01 HERMOSA AVE MANHATTAN AVE 2 311 25 7,775 E PCC 10-21-2024 22
046 2ND ST 08 PACIFIC COAST HWY HOLLOWELL AVE 2 1,324 24 31,776 E AC 10-24-2024 39
046 2ND ST 01 THE STRAND BEACH DR 1 100 28 2,800 E AC 10-21-2024 70
046 2ND ST 09 HOLLOWELL AVE CITY LIMIT 2 428 24 10,272 E AC 10-24-2024 51
047 30TH PL 02 MORNINGSIDE DR INGLESIDE DR 2 489 15 7,335 E PCC 10-21-2024 76
047 30TH PL 01 PALM DR MORNINGSIDE DR 2 641 15 9,615 E AC 10-24-2024 59
047 30TH PL 03 INGLESIDE DR VALLEY DR 1 111 15 1,665 E PCC 10-21-2024 58
048 30TH ST 06 TENNYSON PL ARDMORE AVE 2 946 30 28,380 E AC 10-24-2024 21
048 30TH ST 03 MORNINGSIDE DR INGLESIDE DR 2 489 26 12,714 E PCC 10-21-2024 50
048 30TH ST 01 HERMOSA AVE PALM DR 2 133 25 3,325 E PCC 10-21-2024 50
048 30TH ST 05 VALLEY DR ARDMORE AVE 2 132 25 3,300 E AAC 10-24-2024 83
048 30TH ST 04 INGLESIDE DR VALLEY DR 2 139 25 3,475 E PCC 10-21-2024 35
048 30TH ST 02 MANHATTAN AVE PALM DR 2 178 25 4,450 E PCC 10-21-2024 64
048 30TH ST 07 PACIFIC COAST HWY TENNYSON PL 2 683 32 21,856 E AC 10-24-2024 21
049 31ST PL 02 MANHATTAN AVE MORNINGSIDE DR 1 640 12 7,680 E AC 10-10-2024 72
049 31ST PL 04 INGLESIDE DR VALLEY DR 1 166 10 1,660 E PCC 10-10-2024 71
049 31ST PL 03 MORNINGSIDE DR INGLESIDE DR 2 489 10 4,890 E PCC 10-10-2024 41
049 31ST PL 01 PALM DR MANHATTAN AVE 2 181 11 1,991 E AC 10-10-2024 95
050 31ST ST 01 HERMOSA AVE MANHATTAN AVE 2 312 25 7,800 E PCC 10-21-2024 59
050 31ST ST 03 INGLESIDE DR VALLEY DR 2 193 25 4,825 E PCC 10-21-2024 25
050 31ST ST 02 MORNINGSIDE DR INGLESIDE DR 2 489 26 12,714 E PCC 10-21-2024 56
051 32ND PL 03 MORNINGSIDE DR INGLESIDE DR 1 489 10 4,890 E PCC 10-10-2024 82
Local Network
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Inpsection
Date
2024
PCI
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Local Network)
051 32ND PL 04 INGLESIDE DR VALLEY DR 1 216 10 2,160 E PCC 10-21-2024 75
051 32ND PL 01 PALM DR MANHATTAN AVE 2 182 10 1,820 E AC 10-10-2024 95
051 32ND PL 02 MANHATTAN AVE MORNINGSIDE DR 2 640 11 7,040 E AC 10-10-2024 70
052 33RD PL 03 HIGHLAND AVE MORNINGSIDE DR 1 315 14 4,410 E PCC 10-10-2024 92
052 33RD PL 04 MORNINGSIDE DR INGLESIDE DR 1 486 15 7,290 E PCC 10-10-2024 78
052 33RD PL 02 MANHATTAN AVE HIGHLAND AVE 1 324 14 4,536 E PCC 10-21-2024 67
052 33RD PL 01 PALM DR MANHATTAN AVE 1 177 14 2,478 E AC 10-10-2024 60
053 33RD ST 02 MANHATTAN AVE HIGHLAND AVE 2 325 24 7,800 E PCC 10-21-2024 49
053 33RD ST 01 PALM DR MANHATTAN AVE 2 177 24 4,248 E PCC 10-21-2024 59
053 33RD ST 03 HIGHLAND AVE MORNINGSIDE DR 2 315 24 7,560 E PCC 10-21-2024 30
054 34TH PL 01 PALM DR MANHATTAN AVE 1 177 11 1,947 E AC 10-10-2024 78
054 34TH PL 02 MANHATTAN AVE HIGHLAND AVE 1 326 10 3,260 E PCC 10-21-2024 75
055 34TH ST 02 MANHATTAN AVE HIGHLAND AVE 2 336 24 8,064 E PCC 10-21-2024 40
055 34TH ST 03 HIGHLAND AVE MORNINGSIDE DR 2 326 25 7,824 E PCC 10-21-2024 55
055 34TH ST 01 HERMOSA AVE MANHATTAN AVE 2 314 25 7,850 E PCC 10-21-2024 31
056 35TH PL 01 PALM DR MANHATTAN AVE 1 180 10 1,800 E AC 10-10-2024 75
057 35TH ST 01 HERMOSA AVE MANHATTAN AVE 2 323 30 9,690 E AC 10-10-2024 43
057 35TH ST 02 MANHATTAN AVE HIGHLAND AVE 1 341 14 4,774 E APC 10-10-2024 79
058 3RD CT 01 BEACH DR HERMOSA AVE 2 168 20 3,360 E AC 10-18-2024 59
059 3RD ST 02 ARDMORE AVE PACIFIC COAST HWY 2 716 25 17,900 E AC 10-23-2024 78
059 3RD ST 05 HOLLOWELL AVE PROSPECT AVE 2 296 30 10,590 E PCC 10-21-2024 46
059 3RD ST 03 PACIFIC COAST HWY HOPKINS AVE 2 612 30 18,360 E AC 10-24-2024 65
059 3RD ST 04 HOPKINS AVE HOLLOWELL AVE 2 616 30 18,480 E AC 10-24-2024 61
059 3RD ST 01 END ARDMORE AVE 2 285 26 7,410 E AC 10-23-2024 62
060 4TH CT 01 BEACH DR HERMOSA AVE 2 208 20 4,160 E AC 10-24-2024 66
061 4TH ST 05 ARDMORE AVE PACIFIC COAST HWY 2 783 28 21,924 E PCC 10-21-2024 63
061 4TH ST 04 END ARDMORE AVE 2 240 25 6,000 E AC 10-23-2024 39
061 4TH ST 03 MONTEREY BLVD CULPER CT 1 153 20 3,060 E AC 10-21-2024 33
061 4TH ST 06 PACIFIC COAST HWY OCEAN VIEW AVE 2 304 25 7,600 E PCC 10-21-2024 63
061 4TH ST 07 HOPKINS AVE PROSPECT AVE 2 425 28 11,900 E PCC 10-21-2024 59
062 5TH CT 01 BEACH DR HERMOSA AVE 2 248 20 4,960 E AC 10-24-2024 70
063 5TH ST 02 PACIFIC COAST HWY OCEAN VIEW CT 2 303 28 8,484 E APC 10-24-2024 66
063 5TH ST 03 OCEAN VIEW AVE PINE CT 2 152 28 4,256 E APC 10-24-2024 71
063 5TH ST 05 HOPKINS AVE PROSPECT AVE 2 298 30 8,940 E APC 10-24-2024 55
063 5TH ST 04 PINE CT HOPKINS AVE 2 210 30 6,300 E APC 10-24-2024 65
063 5TH ST 01 ARMORE AVE PACIFIC COAST HWY 2 805 28 22,540 E AC 10-24-2024 57
063 5TH ST 06 MASSEY AVE REYNOLDS LN 2 239 26 6,214 E AC 10-25-2024 61
064 6TH CT 01 BEACH DR HERMOSA AVE 2 280 20 5,600 E AC 10-24-2024 72
065 6TH ST 10 PROSPECT AVE HOLLOWELL AVE 2 460 25 11,500 E PCC 10-21-2024 40
065 6TH ST 07 PACIFIC COAST HWY PINE ST 2 459 28 12,852 E PCC 10-21-2024 48
065 6TH ST 06 ARDMORE AVE PACIFIC COAST HWY 2 706 28 19,768 E AC 10-24-2024 82
065 6TH ST 11 HOLLOWELL AVE REYNOLDS LN 2 389 25 9,725 E PCC 10-21-2024 53
Local Network
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Last
Inpsection
Date
2024
PCI
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Local Network)
065 6TH ST 08 PINE ST 58' s/o PROSPECT AVE 2 477 28 13,356 E PCC 10-21-2024 49
065 6TH ST 09 58' s/o PROSPECT AVE PROSPECT AVE 2 58 28 1,624 E AAC 10-24-2024 95
066 7TH CT 01 BEACH DR HERMOSA AVE 2 300 20 6,000 E AC 10-24-2024 63
067 7TH PL 01 PROSPECT AVE REYNOLDS LN 0 820 30 14,010 E AC 10-25-2024 70
067 7TH PL 02 REYNOLDS LN CITY LIMIT 2 111 30 3,330 E AC 10-25-2024 83
068 7TH ST 02 ARDMORE AVE END 2 305 25 7,625 E AC 10-24-2024 71
068 7TH ST 03 PACIFIC COAST HWY PROSPECT AVE 2 1,077 25 26,925 E AAC 10-21-2024 95
068 7TH ST 01 CYPRESS AVE VALLEY DR 2 457 25 11,425 E AC 10-07-2024 89
068 7TH ST 04 PROSPECT AVE CITY LIMIT 2 902 28 25,256 E AC 10-25-2024 80
069 8TH CT 01 BEACH DR HERMOSA AVE 2 322 20 6,440 E AAC 10-24-2024 82
070 8TH PL 03 OCEAN DR PROSPECT AVE 2 490 24 11,760 E AC 10-25-2024 83
070 8TH PL 02 PACIFIC COAST HWY OCEAN DR 2 684 24 16,416 E AC 10-25-2024 83
070 8TH PL 01 ARDMORE AVE PACIFIC COAST HWY 2 627 26 16,302 E PCC 10-21-2024 38
071 8TH ST 09 PROSPECT AVE CITY LIMIT 2 847 28 23,716 E APC 10-25-2024 73
071 8TH ST 08 PACIFIC COAST HWY PROSPECT AVE 2 1,119 20 22,380 E AC 10-25-2024 61
072 9TH CT 01 BEACH DR HERMOSA AVE 2 342 20 6,840 E AC 10-24-2024 64
073 9TH ST 01 ARDMORE AVE PACIFIC COAST HWY 2 625 28 17,500 E PCC 10-21-2024 41
073 9TH ST 03 OCEAN DR OWOSSO AVE 2 256 24 6,144 E AC 10-25-2024 61
073 9TH ST 04 90' W/O OWOSSO AVE PROSPECT AVE 2 336 24 8,064 E PCC 10-21-2024 98
073 9TH ST 02 PACIFIC COAST HWY OCEAN DR 2 676 24 16,224 E AC 10-25-2024 74
073 9TH ST 05 PROSPECT AVE REYNOLDS LN 2 806 28 22,568 E AC 10-23-2024 86
077 AMBY PL 01 END 30TH ST 2 299 25 7,475 E AC 10-23-2024 51
079 ARDMORE AVE 01 END 2ND ST 2 581 25 14,525 E AC 10-23-2024 93
082 AUBREY PARK CT 01 AVIATION BLVD END 2 378 15 5,670 E AAC 10-23-2024 94
083 AUBREY CT 01 END AUBREY CT 1 93 18 1,674 E AAC 10-23-2024 95
084 AVA ST 01 END 21ST ST 2 528 25 13,200 E PCC 10-21-2024 63
086 BARD ST 01 END 8TH ST 2 304 25 7,600 E AAC 10-23-2024 39
087 BARNEY CT 1 1ST ST 1ST PL 2 269 28 7,532 E AC 10-24-2024 48
089 BAYVIEW DR 06 10TH ST PIER AVE 2 892 20 17,840 E AC 10-15-2024 71
089 BAYVIEW DR 02 2ND ST 4TH ST 2 540 20 10,800 E AC 10-11-2024 61
089 BAYVIEW DR 01 1ST ST 2ND ST 2 461 20 9,220 E AC 10-11-2024 73
089 BAYVIEW DR 03 4TH ST 6TH ST 2 540 20 10,800 E AC 10-07-2024 78
089 BAYVIEW DR 07 PIER AVE 16TH ST 2 767 20 15,340 E AC 10-15-2024 44
089 BAYVIEW DR 10 34TH ST 35TH ST 2 140 18 2,520 E PCC 10-21-2024 62
089 BAYVIEW DR 05 8TH ST 10TH ST 2 539 20 10,780 E AC 10-15-2024 55
089 BAYVIEW DR 08 16TH ST 19TH ST 2 836 20 16,720 E AC 10-15-2024 59
089 BAYVIEW DR 09 19TH ST CIRCLE DR 2 643 20 12,860 E AC 10-15-2024 52
089 BAYVIEW DR 04 6TH ST 8TH ST 2 540 20 10,800 E AC 10-07-2024 80
090 BEACH DR 05 4TH ST 5TH ST 2 273 20 5,460 E AC 10-15-2024 82
090 BEACH DR 20 20TH ST 21ST ST 2 271 20 5,420 E AC 10-15-2024 65
090 BEACH DR 18 18TH ST 19TH ST 2 270 20 5,400 E AC 10-15-2024 63
090 BEACH DR 07 6TH ST 7TH ST 2 270 20 5,400 E AC 10-15-2024 81
Local Network
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Inpsection
Date
2024
PCI
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Local Network)
090 BEACH DR 02 1ST ST 2ND ST 2 273 20 5,460 E AC 10-15-2024 64
090 BEACH DR 16 16TH ST 17TH ST 2 270 20 5,400 E AC 10-15-2024 77
090 BEACH DR 22 22ND ST 24TH ST 1 550 12 6,600 E PCC 10-21-2024 96
090 BEACH DR 15 15TH ST 16TH ST 2 270 20 5,400 E AC 10-15-2024 81
090 BEACH DR 08 7TH ST 8TH ST 2 270 20 5,400 E AC 10-15-2024 80
090 BEACH DR 17 17TH ST 18TH ST 2 270 20 5,400 E AC 10-15-2024 75
090 BEACH DR 12 11TH ST PIER AVE 2 290 20 5,800 E AC 10-15-2024 84
090 BEACH DR 06 5TH ST 6TH ST 2 269 20 5,380 E AC 10-15-2024 83
090 BEACH DR 13 PIER AVE 13TH ST 2 290 22 6,380 E AC 10-15-2024 85
090 BEACH DR 10 9TH ST 10TH ST 2 270 20 5,400 E AC 10-15-2024 73
090 BEACH DR 01 LYNDON ST 1ST ST 2 435 20 8,700 E AC 10-15-2024 76
090 BEACH DR 04 3RD ST 4TH ST 2 390 20 5,440 E AC 10-15-2024 78
090 BEACH DR 19 19TH ST 20TH ST 2 271 20 5,420 E AC 10-15-2024 78
090 BEACH DR 21 21ST ST 22ND ST 2 288 20 5,760 E AC 10-15-2024 82
090 BEACH DR 11 10TH ST 11TH ST 2 270 20 5,400 E AC 10-15-2024 77
090 BEACH DR 14 13TH ST 14TH ST 2 270 21 5,170 E AC 10-15-2024 89
090 BEACH DR 03 2ND ST 3RD ST 2 273 20 5,460 E AC 10-15-2024 73
090 BEACH DR 09 8TH ST 9TH ST 2 270 20 5,400 E AC 10-15-2024 84
091 BONNIE BRAE ST 01 AVIATION BLVD 14TH ST 2 756 25 18,900 E AC 10-24-2024 24
091 BONNIE BRAE ST 02 14TH ST 16TH ST 2 639 25 15,975 E AC 10-21-2024 50
092 BORDEN AVE 01 21ST ST END 2 284 33 9,372 E AAC 10-23-2024 76
093 BOUNDARY PL 02 TENNYSON PL PACIFIC COAST HWY 2 685 20 13,550 E AC 10-23-2024 36
093 BOUNDARY PL 01 ARDMORE AVE TENNYSON PL 2 1,014 20 17,238 E AC 10-23-2024 42
094 BRAEHOLM PL 01 30TH ST AMBY PL 2 334 20 6,680 E AC 10-23-2024 56
095 CAMPANA ST 01 JOY ST PROSPECT AVE 2 442 22 9,724 E AC 10-24-2024 27
101 CIRCLE CT 01 CIRCLE DR MONTEREY BLVD 2 169 30 5,070 E AC 10-15-2024 72
102 CIRCLE DR 02 CIRCLE CT MANHATTAN AVE 2 427 20 8,540 E AC 10-15-2024 51
102 CIRCLE DR 01 MANHATTAN AVE CIRCLE CT 2 347 20 6,940 E AC 10-15-2024 55
105 CORONA ST 02 14TH ST END 2 71 22 1,562 E AC 10-21-2024 95
105 CORONA ST 01 AVIATION BLVD 14TH ST 2 573 25 14,325 E AC 10-18-2024 15
106 CREST DR 02 34TH ST 35TH ST 2 135 20 2,700 E PCC 10-21-2024 60
106 CREST DR 01 33RD ST 34TH ST 2 152 20 3,040 E PCC 10-21-2024 52
107 CULPER CT 01 2ND ST 4TH ST 1 431 25 10,775 E AC 10-21-2024 70
108 CYPRESS AVE 04 11TH ST PIER AVE 2 733 28 20,524 E AC 10-23-2024 57
108 CYPRESS AVE 02 6TH ST 8TH ST 2 539 25 13,475 E AC 10-07-2024 82
108 CYPRESS AVE 01 END 6TH ST 2 220 26 5,720 E AC 10-07-2024 24
108 CYPRESS AVE 03 8TH ST END 2 304 28 8,512 E AAC 10-23-2024 69
113 EL OESTE DR 01 GOULD AVE END 2 500 30 16,150 E AC 10-23-2024 70
116 GENTRY ST 03 110' S/O 6TH ST PROSPECT AVENUE 0 336 28 9,408 E PCC 10-21-2024 50
116 GENTRY ST 02 6TH ST 110' S/O 6TH ST 2 110 28 3,080 E AC 10-24-2024 89
116 GENTRY ST 01 3RD ST PROSPECT AVE 2 302 28 8,456 E PCC 10-21-2024 76
117 GOLDEN AVE 01 15TH ST 16TH ST 2 558 28 15,624 E APC 10-23-2024 70
Local Network
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Section
Rank
Surface
Type -
Current
Last
Inpsection
Date
2024
PCI
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Local Network)
117 GOLDEN AVE 02 16TH ST 17TH ST 2 276 24 6,624 E AAC 10-23-2024 95
117 GOLDEN AVE 03 17TH ST END 2 161 24 3,864 E AAC 10-23-2024 95
120 GOULD TER 01 GOULD AVE END 2 937 20 18,740 E AAC 10-17-2024 95
121 GRAVELY CT 01 END 6TH ST 2 130 24 3,120 E AC 10-24-2024 11
125 HARPER AVE 03 CARNEGIE LN ARTESIA BLVD 2 1,265 15 18,975 E AAC 10-23-2024 95
125 HARPER AVE 02 PALM ST CARNEGIE LN 2 1,275 19 20,400 E AAC 10-23-2024 95
125 HARPER AVE 01 11TH ST AVIATION BLVD 2 591 25 14,775 E AC 10-23-2024 95
130 HERMOSA VIEW DR 01 END 30TH ST 2 335 32 11,820 E AC 10-23-2024 64
133 HILL ST 01 END HILL ST 2 56 21 1,176 E AC 11-05-2024 63
133 HILL ST 02 2ND ST END 2 198 24 4,752 E PCC 10-21-2024 67
134 HILLCREST DR 01 18TH ST 21ST ST 2 976 28 27,328 E AC 10-21-2024 43
134 HILLCREST DR 02 21ST ST 24TH ST 2 207 28 5,796 E AC 10-23-2024 95
135 HOLLOWELL AVE 01 2ND ST 3RD ST 2 221 28 6,188 E PCC 10-21-2024 55
135 HOLLOWELL AVE 02 3RD ST PROSPECT AVE 2 117 28 3,276 E PCC 10-21-2024 60
135 HOLLOWELL AVE 04 6TH ST 7TH PL 2 179 28 5,012 E PCC 10-21-2024 98
135 HOLLOWELL AVE 03 PROSPECT AVE 6TH ST 2 629 28 17,612 E PCC 10-21-2024 65
138 HOPKINS AVE 01 3RD ST 5TH ST 2 555 27 14,985 E AC 10-24-2024 69
139 INGLESIDE DR 05 LONGFELLOW AVE FRANCISCO ST 2 250 30 7,500 E AC 10-23-2024 70
139 INGLESIDE DR 02 29TH ST 30TH ST 2 215 25 5,375 E PCC 10-21-2024 48
139 INGLESIDE DR 03 30TH ST 31ST ST 2 190 25 4,750 E PCC 10-21-2024 54
139 INGLESIDE DR 04 31ST ST LONGFELLOW AVE 2 179 24 4,296 E PCC 10-21-2024 53
139 INGLESIDE DR 01 28TH ST 29TH ST 2 219 25 5,475 E PCC 10-21-2024 66
140 JOY ST 01 BONNIE BRAE ST CAMPANA ST 2 135 29 3,915 E AC 10-24-2024 53
143 LA CARLITA PL 01 MARLITA ST 30TH ST 2 242 30 7,260 E AC 10-23-2024 33
144 LOMA DR 05 PIER AVE 16TH ST 2 597 25 14,925 E AC 10-17-2024 68
144 LOMA DR 01 END 6TH ST 2 220 27 5,940 E AC 10-23-2024 60
144 LOMA DR 07 19TH ST PARK AVE 2 1,264 20 25,280 E AC 10-17-2024 65
144 LOMA DR 04 10TH ST PIER AVE 2 1,085 27 29,295 E AC 10-17-2024 61
144 LOMA DR 08 PARK AVE MANHATTAN AVE 2 462 20 9,240 E AC 10-17-2024 52
144 LOMA DR 03 8TH ST 10TH ST 2 540 25 13,500 E AC 10-17-2024 61
144 LOMA DR 02 6TH ST 8TH ST 2 549 27 14,823 E AC 10-23-2024 49
144 LOMA DR 06 16TH ST END 2 530 25 13,250 E AC 10-17-2024 67
146 LONGFELLOW AVE 06 TENNYSON PL PACIFIC COAST HWY 2 684 30 20,520 E PCC 10-21-2024 55
146 LONGFELLOW AVE 05 ARDMORE AVE TENNYSON PL 2 992 30 29,760 E PCC 10-21-2024 53
148 LYNDON ST 01 HERMOSA AVE MONTEREY BLVD 2 586 20 11,720 E AC 10-23-2024 57
149 MANHATTAN AVE 09 16TH ST 19TH ST 2 832 40 33,280 E AC 10-09-2024 63
152 MARLITA 01 END (W)END (E)2 220 22 4,840 E AC 10-23-2024 30
154 MASSEY AVE 01 PROSPECT AVE 5TH ST 2 470 25 11,750 E AAC 10-25-2024 76
156 MEYER CT 01 END 1ST ST 2 193 21 4,053 E AC 10-24-2024 27
156 MEYER CT 02 1ST ST END 2 186 28 5,208 E AC 10-24-2024 58
157 MIRA ST 01 15TH PL 16TH ST 2 121 22 2,662 E AC 10-21-2024 93
159 MONTGOMERY DR 01 AUBREY PARK CT OCEAN DR 2 276 17 4,692 E AAC 10-23-2024 95
Local Network
Page 7 of 9Page 103 of 324
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Type -
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Last
Inpsection
Date
2024
PCI
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Local Network)
161 MORNINGSIDE DR 05 LONGFELLOW AVE 33RD PL 2 114 25 2,850 E PCC 10-21-2024 45
161 MORNINGSIDE DR 02 26TH ST 27TH ST 2 222 24 5,328 E PCC 10-21-2024 83
161 MORNINGSIDE DR 01 25TH ST END 2 373 32 11,936 E AC 10-23-2024 71
161 MORNINGSIDE DR 06 33RD PL FRANCISCO ST 2 131 51 6,681 E PCC 10-21-2024 51
161 MORNINGSIDE DR 03 27TH ST 30TH PL 2 520 25 13,000 E PCC 10-21-2024 50
161 MORNINGSIDE DR 04 30TH PL LONGFELLOW AVE 2 439 24 10,536 E AC 10-23-2024 63
162 MYRTLE AVE 02 25TH ST 26TH ST 2 277 30 8,310 E AC 10-23-2024 77
162 MYRTLE AVE 01 24TH ST 25TH ST 2 573 30 17,190 E AC 10-23-2024 79
163 NEPTUNE AVE 02 PALM DR MANHATTAN AVE 2 202 30 6,060 E PCC 10-21-2024 56
163 NEPTUNE AVE 01 THE STRAND PALM DR 2 120 30 3,600 E PCC 10-21-2024 59
164 OCEAN DR 02 8TH PL 9TH ST 2 210 24 5,040 E AC 10-25-2024 48
164 OCEAN DR 06 14TH ST 15TH PL 2 517 20 10,340 E AC 10-21-2024 48
164 OCEAN DR 03 9TH ST 10TH ST 2 200 24 4,800 E AC 10-25-2024 49
164 OCEAN DR 01 8TH ST 8TH PL 2 187 24 4,488 E PCC 10-21-2024 98
164 OCEAN DR 05 AVIATION BLVD 14TH ST 2 748 19 14,212 E AAC 10-23-2024 95
164 OCEAN DR 04 10TH ST AVIATION BLVD 2 194 24 4,656 E AC 10-25-2024 53
165 OCEAN VIEW AVE 01 END 5TH ST 2 493 24 11,832 E PCC 10-21-2024 45
167 OWOSSO AVE 01 9TH ST AVIATION BLVD 2 426 24 10,224 E PCC 10-21-2024 86
167 OWOSSO AVE 02 AVIATION BLVD 14TH ST 2 708 24 16,992 E AC 10-25-2024 45
168 OZONE CT 03 25TH ST 26TH ST 2 303 20 6,060 E AC 10-23-2024 77
168 OZONE CT 02 24TH ST 25TH ST 2 493 18 8,874 E AC 10-23-2024 76
168 OZONE CT 01 LOMA DR 24TH ST 2 177 20 3,540 E PCC 10-21-2024 96
168 OZONE CT 04 26TH ST 27TH ST 2 219 18 3,942 E AC 10-23-2024 82
170 PALM DR 04 2ND ST 4TH ST 2 540 20 10,800 E AC 10-11-2024 73
170 PALM DR 27 35TH ST NEPTUNE AVE 2 144 23 3,312 E AC 10-09-2024 68
170 PALM DR 16 25TH ST 26TH ST 2 268 20 5,360 E AC 10-09-2024 67
170 PALM DR 03 1ST ST 2ND ST 2 440 20 8,800 E AAC 10-11-2024 93
170 PALM DR 12 19TH ST 21ST ST 2 719 20 14,380 E AC 10-09-2024 79
170 PALM DR 06 6TH ST 8TH ST 2 540 20 10,800 E AC 10-11-2024 59
170 PALM DR 01 END LYNDON ST 2 189 19 3,591 E PCC 10-21-2024 81
170 PALM DR 05 4TH ST 6TH ST 2 540 20 10,800 E AC 10-11-2024 79
170 PALM DR 11 16TH ST 19TH ST 2 827 20 16,540 E AC 10-09-2024 74
170 PALM DR 21 29TH ST 30TH ST 1 215 15 3,225 E PCC 10-21-2024 96
170 PALM DR 19 27TH ST 28TH ST 1 220 15 3,300 E PCC 10-21-2024 96
170 PALM DR 07 8TH ST 10TH ST 2 539 20 10,780 E AC 10-09-2024 80
170 PALM DR 24 LONGFELLOW AVE 33RD ST 1 225 15 3,375 E PCC 10-21-2024 92
170 PALM DR 02 LYNDON ST 1ST ST 2 260 19 4,940 E PCC 10-21-2024 77
170 PALM DR 14 22ND ST 24TH ST 2 385 20 7,700 E AC 10-09-2024 70
170 PALM DR 23 31ST ST LONGFELLOW AVE 1 194 15 2,910 E PCC 10-21-2024 92
170 PALM DR 10 14TH ST 16TH ST 2 539 20 10,780 E AC 10-09-2024 74
170 PALM DR 13 21ST ST 22ND ST 2 289 20 5,780 E AC 10-09-2024 80
170 PALM DR 18 GREENWICH VILLAGE 27TH ST 2 142 21 2,982 E AC 10-09-2024 72
Local Network
Page 8 of 9Page 104 of 324
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Last
Inpsection
Date
2024
PCI
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Local Network)
170 PALM DR 17 26TH ST GREENWICH VILLAGE 2 159 20 3,180 E AC 10-09-2024 71
170 PALM DR 20 28TH ST 29TH ST 1 219 15 3,285 E PCC 10-21-2024 86
170 PALM DR 26 34TH ST 35TH ST 1 218 15 3,270 E PCC 10-21-2024 91
170 PALM DR 22 30TH ST 31ST ST 1 190 18 3,420 E PCC 10-21-2024 96
170 PALM DR 09 PIER AVE 14TH ST 2 538 20 10,760 E AC 10-09-2024 84
170 PALM DR 15 24TH ST 25TH ST 2 405 20 8,100 E AC 10-09-2024 93
170 PALM DR 25 33RD ST 34TH ST 1 200 15 3,000 E PCC 10-21-2024 94
170 PALM DR 08 10TH ST PIER AVE 2 581 20 11,620 E AC 10-09-2024 88
172 PARK AVE 02 LOMA DR 25TH ST 2 522 30 15,660 E AC 10-23-2024 76
172 PARK AVE 01 MONTEREY AVE LOMA DR 2 150 30 4,500 E AC 10-23-2024 72
175 PINE ST 01 5TH ST 6TH ST 2 310 24 7,440 E AC 10-24-2024 69
177 PORTER LN 01 ARDMORE AVE GOULD AVE 2 645 30 19,350 E AAC 11-05-2024 90
179 POWER ST 01 20TH ST 21ST ST 2 240 25 6,000 E AC 10-24-2024 14
179 POWER ST 02 21ST ST 24TH ST 2 469 25 11,725 E AC 10-24-2024 28
181 RAYMOND AVE 01 16TH ST 17TH ST 2 320 20 6,400 E AC 10-21-2024 84
182 REYNOLDS LN 02 5TH ST 7TH PL 2 405 15 6,075 E AC 10-25-2024 81
182 REYNOLDS LN 01 VAN HORNE LN 5TH ST 1 569 15 8,535 E AC 10-25-2024 71
182 REYNOLDS LN 03 9TH ST 10TH ST 1 238 15 3,570 E AC 11-05-2024 33
183 RHODES ST 02 21ST ST END 2 256 22 5,632 E AC 10-21-2024 1
183 RHODES ST 01 18TH ST 21ST ST 2 931 29 26,999 E AC 10-21-2024 61
185 SILVER ST 01 15TH ST END 2 415 28 11,620 E APC 10-24-2024 62
186 SILVERSTRAND AVE 01 24TH ST 25TH ST 2 664 30 19,920 E AC 10-23-2024 72
189 SPRINGFIELD AVE 01 END SPRINGFIELD AVE 2 64 44 2,816 E AAC 10-24-2024 95
189 SPRINGFIELD AVE 02 SPRINGFIELD AVE 21ST ST 2 540 25 13,500 E PCC 10-21-2024 63
191 SUNSET DR 02 8TH ST 10TH ST 2 540 20 10,800 E AC 10-17-2024 65
191 SUNSET DR 03 10TH ST 11TH ST 2 510 20 10,200 E AC 10-17-2024 67
191 SUNSET DR 04 11TH ST PIER AVE 2 549 20 10,980 E AC 10-17-2024 87
191 SUNSET DR 01 6TH ST 8TH ST 2 540 20 10,800 E AC 10-23-2024 59
192 TENNYSON PL 03 LONGFELLOW AVE BOUNDARY PL 2 140 27 3,780 E AC 10-23-2024 51
192 TENNYSON PL 01 END 30TH ST 2 490 22 10,930 E AC 10-23-2024 41
192 TENNYSON PL 02 30TH ST LONGFELLOW AVE 2 266 24 6,384 E AC 10-23-2024 53
196 VALLEY PARK AVE 01 END 20TH ST 2 736 26 19,136 E AC 10-24-2024 69
197 VAN HORNE LN 01 PROSPECT AVE REYNOLDS LN 2 51 26 1,380 E AAC 10-21-2024 95
198 VISTA DR 01 33RD PL FRANCISCO ST 2 133 18 2,394 E PCC 10-21-2024 39
199 OAK ST 01 LOMA DR BARD ST 2 557 20 11,140 E AC 10-23-2024 77
Local Network
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Date
2024
PCI
075 ALLEY 01 4TH ST 5TH ST 2 397 15 4,764 N AC 10-24-2024 64
075 ALLEY 02 30TH ST LONGFELLOW AVE 1 269 11 2,959 N AC 11-05-2024 27
075 ALLEY 03 END TENNYSON PL 1 537 11 5,907 N AC 11-06-2024 87
075 ALLEY 05 TENNYSON PL ALLEY w/o TENNYSON PL 1 459 11 5,049 N AC 11-06-2024 63
075 ALLEY 07 64' w/o 21ST ST 20TH ST 2 186 20 3,720 N PCC 10-21-2024 98
075 ALLEY 08 RHODES ST ALLEY w/o RHODES ST 2 187 20 3,740 N AC 10-21-2024 39
075 ALLEY 09 BEACH DR 22ND CT 2 61 19 1,159 N AC 11-05-2024 92
075 ALLEY 10 20TH ST ALLEY n/o 19TH ST 2 123 20 2,460 N AC 10-21-2024 32
075 ALLEY 13 21ST ST 64' s/o 21ST ST 2 64 20 1,280 N AC 10-21-2024 13
075 ALLEY 14 RHODES ST ALLEY w/o RHODES ST 2 189 15 2,835 N AC 10-21-2024 17
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Alley Network)
Alley Network
Page 1 of 1Page 106 of 324
Network PCI by Descending PCI
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Date 2024 PCI
128 HERMOSA AVE 30 16TH ST 15TH CT 2 406 38 15,428 A AC 10-16-2024 91
128 HERMOSA AVE 07 10TH ST PIER AVE 2 559 36 20,124 A AC 10-16-2024 91
128 HERMOSA AVE 31 15TH CT PIER AVE 2 693 35 24,255 A AC 10-16-2024 91
128 HERMOSA AVE 27 22ND ST 21ST ST 2 356 38 13,528 A AC 10-16-2024 90
118 GOULD AVE 04 PACIFIC COAST HWY ARDMORE AVE 2 1,562 39 60,918 A AAC 10-17-2024 89
128 HERMOSA AVE 08 PIER AVE 15TH CT 2 693 40 27,720 A AC 10-16-2024 89
128 HERMOSA AVE 09 15TH CT 16TH ST 2 406 36 14,616 A AC 10-16-2024 89
128 HERMOSA AVE 32 PIER AVE 10TH ST 2 559 36 20,124 A AC 10-16-2024 89
118 GOULD AVE 03 ARDMORE AVE PACIFIC COAST HWY 2 1,572 39 61,308 A AAC 10-17-2024 88
128 HERMOSA AVE 10 16TH ST 19TH ST 2 823 36 29,628 A AC 10-16-2024 88
128 HERMOSA AVE 14 25TH ST 26TH ST 2 279 36 10,044 A AC 10-16-2024 88
128 HERMOSA AVE 11 19TH ST 21ST ST 2 586 36 21,096 A AC 10-16-2024 88
128 HERMOSA AVE 12 21ST ST 22ND ST 2 356 36 12,816 A AC 10-16-2024 88
128 HERMOSA AVE 16 27TH ST 30TH ST 1 655 20 13,100 A AC 10-16-2024 87
128 HERMOSA AVE 29 19TH 16TH ST 2 823 38 31,274 A AC 10-16-2024 87
128 HERMOSA AVE 26 25TH ST 22ND ST 2 808 38 30,704 A AC 10-16-2024 86
128 HERMOSA AVE 17 30TH ST LONGFELLOW AVE 1 384 20 7,680 A AC 10-16-2024 86
128 HERMOSA AVE 25 26TH ST 25TH ST 2 279 38 10,602 A AC 10-16-2024 86
128 HERMOSA AVE 13 22ND ST 25TH ST 2 808 36 29,088 A AC 10-16-2024 85
128 HERMOSA AVE 28 21ST ST 19TH ST 2 586 38 22,268 A AC 10-16-2024 85
128 HERMOSA AVE 15 26TH ST 27TH ST 2 308 28 8,624 A AC 10-16-2024 84
128 HERMOSA AVE 23 30TH ST 27TH ST 1 651 20 13,020 A AC 10-16-2024 82
128 HERMOSA AVE 22 LONGFELLOW AVE 30TH ST 1 384 20 7,680 A AC 10-16-2024 82
128 HERMOSA AVE 21 34TH ST LONGFELLOW AVE 2 426 20 8,520 A AC 10-16-2024 82
128 HERMOSA AVE 18 LONGFELLOW AVE 34TH ST 1 426 20 8,520 A AC 10-16-2024 81
128 HERMOSA AVE 19 34TH ST 35TH ST 1 223 20 4,460 A AC 10-16-2024 79
128 HERMOSA AVE 20 35TH ST 34TH ST 1 223 20 4,460 A AC 10-16-2024 73
128 HERMOSA AVE 36 4TH ST 2ND ST 2 541 36 19,476 A AC 10-16-2024 70
128 HERMOSA AVE 34 8TH ST 6TH ST 2 539 36 19,404 A AC 10-16-2024 70
128 HERMOSA AVE 24 27TH ST 26TH ST 1 308 20 6,160 A AC 10-16-2024 70
174 PIER AVE 02 MANHATTAN AVE MONTEREY BLVD 2 395 38 15,010 A AC 10-15-2024 70
128 HERMOSA AVE 38 LYNDON ST HERONDO ST 1 259 28 7,252 A AC 10-16-2024 68
128 HERMOSA AVE 04 4TH ST 6TH ST 2 540 36 19,440 A AC 10-16-2024 66
128 HERMOSA AVE 03 2ND ST 4TH ST 2 541 36 19,476 A AC 10-16-2024 65
131 HERONDO ST 02 MONTEREY BLVD VALLEY DR 2 784 40 31,360 A AC 11-05-2024 64
131 HERONDO ST 01 HERMOSA AVE MONTEREY BLVD 2 569 40 22,760 A AC 11-05-2024 63
081 ARTESIA BLVD 02 HARPER AVE PACIFIC COAST HWY 3 1,254 45 56,430 A AC 10-23-2024 62
128 HERMOSA AVE 06 8TH ST 10TH ST 2 539 36 19,404 A AC 10-16-2024 62
128 HERMOSA AVE 35 6TH ST 4TH ST 2 540 36 19,440 A AC 10-16-2024 61
081 ARTESIA BLVD 01 PACIFIC COAST HWY HARPER AVE 3 1,252 45 56,340 A AC 10-23-2024 59
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Arterial Network)
Arterial Network
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Last Inpsection
Date 2024 PCI
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Arterial Network)
174 PIER AVE 03 MONTEREY BLVD BARD ST 2 736 38 27,968 A AC 10-15-2024 59
085 AVIATION BLVD 03 CORONA ST PROSPECT AVE 2 379 30 11,370 A AC 10-17-2024 58
128 HERMOSA AVE 01 HERONDO ST LYNDON ST 2 260 28 7,280 A AC 10-16-2024 58
085 AVIATION BLVD 02 OCEAN DR CORONA ST 2 654 30 19,620 A AC 10-17-2024 57
174 PIER AVE 10 BARD ST MONTEREY BLVD 2 739 38 28,082 A AC 10-15-2024 57
085 AVIATION BLVD 01 PACIFIC COAST HWY OCEAN DR 2 746 30 22,380 A AC 10-17-2024 56
174 PIER AVE 11 MONTEREY BLVD MANHATTAN AVE 2 395 38 15,010 A AC 10-15-2024 56
128 HERMOSA AVE 02 LYNDON ST 2ND ST 2 907 36 32,652 A AC 10-16-2024 55
085 AVIATION BLVD 06 PROSPECT AVE CORONA ST 2 379 30 11,370 A AC 10-17-2024 52
128 HERMOSA AVE 33 10TH ST 8TH ST 2 539 36 19,404 A AC 10-16-2024 51
128 HERMOSA AVE 37 2ND ST LYNDON ST 2 914 36 32,904 A AC 10-16-2024 51
085 AVIATION BLVD 07 CORONA ST OCEAN DR 2 654 30 19,620 A AC 10-17-2024 50
128 HERMOSA AVE 05 6TH ST 8TH ST 2 539 36 19,404 A AC 10-16-2024 50
085 AVIATION BLVD 08 OCEAN DR PACIFIC COAST HWY 2 740 30 22,200 A AC 10-17-2024 49
174 PIER AVE 12 MANHATTAN AVE HERMOSA AVE 2 373 38 14,174 A AC 10-15-2024 49
085 AVIATION BLVD 04 PROSPECT AVE HARPER AVE 2 358 30 10,740 A AC 10-17-2024 48
174 PIER AVE 08 ARDMORE AVE VALLEY DR 3 122 40 4,880 A AC 10-15-2024 48
174 PIER AVE 09 VALLEY DR BARD ST 2 230 38 8,740 A AC 10-15-2024 48
174 PIER AVE 07 PACIFIC COAST HWY ARDMORE AVE 2 655 36 23,580 A AC 10-15-2024 47
174 PIER AVE 01 HERMOSA AVE MANHATTAN AVE 2 373 38 14,174 A AC 10-15-2024 46
085 AVIATION BLVD 05 CITY LIMIT PROSPECT AVE 2 358 30 10,740 A AC 10-17-2024 45
174 PIER AVE 05 VALLEY DR ARDMORE AVE 2 122 40 4,880 A AC 10-15-2024 43
174 PIER AVE 06 ARDMORE AVE PACIFIC COAST HWY 2 655 36 23,580 A AC 10-15-2024 41
174 PIER AVE 04 BARD ST VALLEY DR 2 230 38 8,740 A AC 10-15-2024 41
Arterial Network
Page 2 of 2Page 109 of 324
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Inpsection
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2024
PCI
079 ARDMORE AVE 06 256' n/o PIER AVE PIER AVE 2 256 27 6,912 C PCC 10-21-2024 95
079 ARDMORE AVE 04 10TH ST 8TH ST 2 673 25 16,825 C AAC 10-17-2024 95
079 ARDMORE AVE 11 GOULD AVE 30TH ST 2 624 22 13,728 C AAC 10-17-2024 95
079 ARDMORE AVE 09 PORTER LN 21ST ST 2 1,216 27 32,432 C AAC 10-17-2024 95
079 ARDMORE AVE 10 GOULD TER PORTER LN 2 814 27 21,663 C AAC 10-17-2024 95
079 ARDMORE AVE 05 PIER AVE 10TH ST 2 963 25 24,075 C AAC 10-17-2024 95
132 HIGHLAND AVE 01 35TH ST LONGFELLOW AVE 2 557 38 21,166 C AC 10-10-2024 95
149 MANHATTAN AVE 17 LONGFELLOW AVE NEPTUNE AVE 2 775 30 23,250 C AC 10-09-2024 95
180 PROSPECT AVE 05 8TH ST 9TH ST 2 345 30 10,350 C AAC 10-21-2024 95
180 PROSPECT AVE 09 15TH ST 17TH ST 2 815 36 29,340 C AAC 10-23-2024 95
180 PROSPECT AVE 10 17TH ST 20TH ST 2 883 36 31,788 C AAC 10-23-2024 95
180 PROSPECT AVE 04 6TH ST 8TH ST 2 575 30 17,250 C AAC 10-21-2024 95
180 PROSPECT AVE 01 ANITA ST VAN HORNE LN 2 702 30 21,060 C AAC 10-21-2024 95
180 PROSPECT AVE 02 VAN HORNE LN GENTRY ST 2 681 30 20,430 C AAC 10-21-2024 95
180 PROSPECT AVE 08 14TH ST 15TH ST 2 248 36 8,928 C AAC 10-23-2024 95
180 PROSPECT AVE 07 AVIATION BLVD 14TH ST 2 486 36 17,496 C AAC 10-21-2024 95
180 PROSPECT AVE 11 20TH ST 21ST ST 2 459 36 16,524 C AAC 10-23-2024 95
180 PROSPECT AVE 13 ARTESIA BLVD 21ST ST 2 567 30 17,010 C AAC 10-23-2024 95
180 PROSPECT AVE 12 21ST ST ARTESIA BLVD 2 574 30 17,220 C AAC 10-23-2024 95
180 PROSPECT AVE 03 GENTRY ST 6TH ST 2 586 30 17,580 C AAC 10-21-2024 95
180 PROSPECT AVE 06 9TH ST AVIATION BLVD 2 923 30 27,690 C AAC 10-21-2024 95
061 4TH ST 02 MANHATTAN AVE MONTEREY BLVD 2 290 38 11,020 C AC 10-21-2024 94
146 LONGFELLOW AVE 02 MANHATTAN AVE MORNINGSIDE DR 2 640 40 25,600 C AC 10-10-2024 93
146 LONGFELLOW AVE 01 HERMOSA AVE MANHATTAN AVE 2 313 40 12,520 C AC 10-10-2024 92
002 10TH ST 03 HERMOSA AVE MANHATTAN AVE 2 299 40 11,960 C AC 10-23-2024 92
118 GOULD AVE 02 VALLEY DR ARDMORE AVE 3 160 54 8,640 C AC 10-17-2024 91
118 GOULD AVE 01 MORNINGSIDE DR VALLEY DR 2 634 60 38,040 C AAC 10-17-2024 90
079 ARDMORE AVE 12 30TH ST BOUNDARY PL 2 413 22 9,086 C AAC 10-17-2024 89
046 2ND ST 02 BEACH DR HERMOSA AVE 2 148 40 5,920 C AC 10-21-2024 89
146 LONGFELLOW AVE 03 MORNINGSIDE DR INGLESIDE DR 2 490 40 19,600 C AC 10-10-2024 88
040 27TH ST 02 MANHATTAN AVE MORNINGSIDE DR 2 640 42 26,880 C AC 11-05-2024 87
065 6TH ST 02 MANHATTAN AVE MONTEREY BLVD 2 290 40 11,600 C AC 10-22-2024 86
195 VALLEY DR 09 25TH ST GOULD AVE 2 1,031 28 28,868 C AAC 10-17-2024 86
195 VALLEY DR 06 18TH ST 20TH ST 2 486 28 13,608 C AAC 10-17-2024 85
195 VALLEY DR 05 PIER AVE 18TH ST 2 1,250 28 35,000 C AAC 10-17-2024 85
079 ARDMORE AVE 07 16TH ST 256' n/o PIER AVE 2 308 27 8,316 C AAC 10-17-2024 84
195 VALLEY DR 11 30TH ST LONGFELLOW AVE 2 370 32 11,840 C AAC 10-17-2024 84
071 8TH ST 01 HERMOSA AVE MANHATTAN AVE 2 299 28 8,372 C AC 10-11-2024 81
079 ARDMORE AVE 08 21ST ST 16TH ST 2 1,404 27 37,908 C AAC 10-17-2024 80
195 VALLEY DR 10 GOULD AVE 30TH ST 2 725 25 18,125 C AAC 10-17-2024 79
158 MONTEREY BLVD 05 8TH ST 10TH ST 2 539 38 20,482 C AC 10-15-2024 79
029 21ST ST 05 PACIFIC COAST HWY RHODES ST 2 339 38 12,882 C AC 10-23-2024 79
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Collector Network)
Collector Network
Page 1 of 3Page 110 of 324
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Area (SF)
Section
Rank
Surface
Type -
Current
Last
Inpsection
Date
2024
PCI
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Collector Network)
065 6TH ST 05 CYPRESS AVE VALLEY DR 2 338 28 9,464 C AC 10-23-2024 79
071 8TH ST 03 MONTEREY BLVD LOMA DR 2 270 38 10,260 C AC 10-11-2024 78
071 8TH ST 04 LOMA DR CYPRESS AVE 2 246 28 6,888 C AC 10-11-2024 78
065 6TH ST 03 MONTEREY BLVD LOMA DR 2 272 32 8,704 C AC 10-22-2024 77
195 VALLEY DR 08 24TH ST 25TH ST 2 675 28 18,900 C AAC 10-17-2024 77
071 8TH ST 02 MANHATTAN AVE MONTEREY BLVD 2 290 38 11,020 C AC 10-11-2024 77
065 6TH ST 04 LOMA DR CYPRESS AVE 2 245 26 6,370 C AC 10-23-2024 74
065 6TH ST 01 HERMOSA AVE MANHATTAN AVE 2 299 40 11,960 C AC 10-22-2024 74
079 ARDMORE AVE 03 8TH ST 5TH ST 2 761 25 19,025 C AC 10-17-2024 74
195 VALLEY DR 07 20TH ST 24TH ST 2 598 28 16,744 C AAC 10-17-2024 73
158 MONTEREY BLVD 07 11TH ST PIER AVE 2 486 36 17,496 C AC 10-15-2024 73
002 10TH ST 04 MANHATTAN AVE MONTEREY BLVD 2 290 38 11,020 C AC 10-24-2024 73
029 21ST ST 06 RHODES ST PROSPECT AVE 2 433 35 15,155 C AC 10-21-2024 71
079 ARDMORE AVE 02 2ND ST 5TH ST 2 832 25 20,800 C AC 10-23-2024 69
158 MONTEREY BLVD 06 10TH ST 11TH ST 2 510 36 18,360 C AC 10-15-2024 69
149 MANHATTAN AVE 16 29TH ST LONGFELLOW AVE 2 598 30 17,940 C AC 10-09-2024 68
158 MONTEREY BLVD 10 19TH ST CIRCLE CT 2 665 40 26,600 C AC 10-15-2024 67
122 GREENWICH VILLAGE 01 HERMOSA AVE 27TH ST 2 390 30 11,700 C AC 10-23-2024 67
061 4TH ST 01 HERMOSA AVE MANHATTAN AVE 2 300 40 12,000 C AC 10-21-2024 67
158 MONTEREY BLVD 01 HERONDO ST 2ND ST 2 820 40 32,800 C AC 10-11-2024 67
033 22ND ST 01 END HERMOSA AVE 2 154 40 6,160 C AC 10-21-2024 66
046 2ND ST 06 VALLEY DR ARDMORE AVE 2 578 30 17,340 C AC 10-21-2024 65
158 MONTEREY BLVD 02 2ND ST 4TH ST 2 540 40 21,600 C AC 10-11-2024 65
071 8TH ST 05 CYPRESS AVE VALLEY DR 2 442 28 12,376 C AC 10-11-2024 65
149 MANHATTAN AVE 10 19TH ST CIRCLE DR 2 352 40 14,080 C AC 10-09-2024 65
195 VALLEY DR 01 HERONDO ST 2ND ST 2 754 25 18,850 C AC 10-17-2024 65
158 MONTEREY BLVD 08 PIER AVE 16TH ST 2 663 40 26,520 C AC 10-15-2024 64
149 MANHATTAN AVE 11 CIRCLE DR MONTEREY BLVD 2 712 40 28,480 C AC 10-09-2024 64
158 MONTEREY BLVD 04 6TH ST 8TH ST 2 540 38 20,520 C AC 10-11-2024 63
033 22ND ST 02 HERMOSA AVE MANHATTAN AVE 2 296 40 11,840 C AC 10-15-2024 63
158 MONTEREY BLVD 09 16TH ST 19TH ST 2 845 40 33,800 C AC 10-15-2024 63
149 MANHATTAN AVE 08 14TH ST 16TH ST 2 539 40 21,560 C AC 10-09-2024 62
046 2ND ST 07 ARDMORE AVE PACIFIC COAST HWY 2 666 30 19,980 C AC 10-21-2024 61
195 VALLEY DR 04 11TH ST PIER AVE 2 738 25 18,450 C AC 10-17-2024 60
158 MONTEREY BLVD 11 CIRCLE CT MANHATTAN AVE 2 729 40 29,160 C AC 10-15-2024 59
046 2ND ST 04 MANHATTAN AVE MONTEREY BLVD 2 290 40 11,600 C AC 10-21-2024 58
046 2ND ST 03 HERMOSA AVE MANHATTAN AVE 2 299 40 11,960 C AC 10-21-2024 57
149 MANHATTAN AVE 15 27TH ST 29TH ST 2 466 30 13,980 C AC 10-09-2024 57
146 LONGFELLOW AVE 04 INGLESIDE DR VALLEY DR 2 233 36 8,388 C AC 10-10-2024 56
071 8TH ST 07 ARDMORE DR PACIFIC COAST HWY 2 620 25 14,600 C AC 10-11-2024 55
149 MANHATTAN AVE 03 4TH ST 6TH ST 2 540 40 21,600 C AC 10-09-2024 55
149 MANHATTAN AVE 12 MONTEREY BLVD 24TH ST 2 362 40 14,480 C AC 10-09-2024 55
Collector Network
Page 2 of 3Page 111 of 324
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Area (SF)
Section
Rank
Surface
Type -
Current
Last
Inpsection
Date
2024
PCI
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Collector Network)
071 8TH ST 06 VALLEY DR ARDMORE AVE 2 129 27 3,483 C AC 10-11-2024 54
158 MONTEREY BLVD 03 4TH ST 6TH ST 2 540 40 21,600 C AC 10-11-2024 54
086 BARD ST 03 ALLEY PIER AVE 2 140 48 6,720 C AC 11-05-2024 54
149 MANHATTAN AVE 01 1ST ST 2ND ST 2 440 40 17,600 C AC 10-09-2024 53
149 MANHATTAN AVE 13 24TH ST 25TH ST 2 424 40 16,960 C AC 10-09-2024 52
195 VALLEY DR 02 2ND ST 8TH ST 2 1,693 25 42,325 C AC 10-17-2024 52
149 MANHATTAN AVE 06 10TH ST PIER AVE 2 733 40 29,320 C AC 10-09-2024 50
046 2ND ST 05 MONTEREY BLVD VALLEY DR 2 510 40 20,400 C AC 10-21-2024 50
149 MANHATTAN AVE 02 2ND ST 4TH ST 2 540 40 21,600 C AC 10-09-2024 50
149 MANHATTAN AVE 04 6TH ST 8TH ST 2 540 40 21,600 C AC 10-11-2024 49
002 10TH ST 05 MONTEREY BLVD LOMA DR 2 272 30 8,160 C AC 10-23-2024 49
149 MANHATTAN AVE 14 25TH ST 27TH ST 2 525 40 21,000 C AC 10-09-2024 48
149 MANHATTAN AVE 07 PIER AVE 14TH ST 2 386 40 15,440 C AC 10-09-2024 48
149 MANHATTAN AVE 05 8TH ST 10TH ST 2 540 40 21,600 C AC 10-09-2024 44
195 VALLEY DR 03 8TH ST 11TH ST 2 915 24 21,960 C AC 10-17-2024 43
161 MORNINGSIDE DR 07 FRANCISCO ST 35TH ST 1 251 20 5,020 C PCC 10-21-2024 41
115 FRANCISCO ST 01 MORNINGSIDE DR INGLESIDE DR 1 484 20 9,680 C PCC 10-21-2024 29
Collector Network
Page 3 of 3Page 112 of 324
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Area (SF)
Section
Rank
Surface
Type -
Current
Last
Inpsection
Date
2024
PCI
073 9TH ST 04 90' W/O OWOSSO AVE PROSPECT AVE 2 336 24 8,064 E PCC 10-21-2024 98
135 HOLLOWELL AVE 04 6TH ST 7TH PL 2 179 28 5,012 E PCC 10-21-2024 98
164 OCEAN DR 01 8TH ST 8TH PL 2 187 24 4,488 E PCC 10-21-2024 98
040 27TH ST 01 HERMOSA AVE MANHATTAN AVE 1 200 25 5,000 E PCC 10-21-2024 96
043 29TH CT 03 MORNINGSIDE DR INGLESIDE DR 2 489 15 7,335 E PCC 10-21-2024 96
090 BEACH DR 22 22ND ST 24TH ST 1 550 12 6,600 E PCC 10-21-2024 96
168 OZONE CT 01 LOMA DR 24TH ST 2 177 20 3,540 E PCC 10-21-2024 96
170 PALM DR 21 29TH ST 30TH ST 1 215 15 3,225 E PCC 10-21-2024 96
170 PALM DR 19 27TH ST 28TH ST 1 220 15 3,300 E PCC 10-21-2024 96
170 PALM DR 22 30TH ST 31ST ST 1 190 18 3,420 E PCC 10-21-2024 96
120 GOULD TER 01 GOULD AVE END 2 937 20 18,740 E AAC 10-17-2024 95
125 HARPER AVE 03 CARNEGIE LN ARTESIA BLVD 2 1,265 15 18,975 E AAC 10-23-2024 95
010 14TH ST 07 PROSPECT AVE END 2 461 24 11,064 E AC 10-21-2024 95
012 15TH PL 02 MIRA ST BONNIE BRAE ST 2 455 20 9,100 E AC 10-21-2024 95
017 17TH ST 02 PROSPECT AVE GOLDEN ST 2 371 24 8,904 E AAC 10-23-2024 95
017 17TH ST 03 GOLDEN ST END 2 246 24 5,904 E AAC 10-23-2024 95
021 19TH ST 05 PROSPECT AVE HARPER AVE 2 679 25 16,975 E AAC 10-23-2024 95
025 20TH ST 03 PROSPECT AVE HARPER AVE 2 611 26 15,886 E AAC 10-23-2024 95
029 21ST ST 07 HARPER AVE PROSPECT AVE 2 512 32 16,384 E AAC 10-23-2024 95
036 24TH ST 06 END HILLCREST DR 2 198 28 7,044 E AC 10-23-2024 95
036 24TH ST 07 PROSPECT AVE HARPER AVE 2 460 25 11,500 E AAC 10-23-2024 95
049 31ST PL 01 PALM DR MANHATTAN AVE 2 181 11 1,991 E AC 10-10-2024 95
051 32ND PL 01 PALM DR MANHATTAN AVE 2 182 10 1,820 E AC 10-10-2024 95
065 6TH ST 09 58' s/o PROSPECT AVE PROSPECT AVE 2 58 28 1,624 E AAC 10-24-2024 95
068 7TH ST 03 PACIFIC COAST HWY PROSPECT AVE 2 1,077 25 26,925 E AAC 10-21-2024 95
083 AUBREY CT 01 END AUBREY CT 1 93 18 1,674 E AAC 10-23-2024 95
105 CORONA ST 02 14TH ST END 2 71 22 1,562 E AC 10-21-2024 95
117 GOLDEN AVE 02 16TH ST 17TH ST 2 276 24 6,624 E AAC 10-23-2024 95
117 GOLDEN AVE 03 17TH ST END 2 161 24 3,864 E AAC 10-23-2024 95
125 HARPER AVE 02 PALM ST CARNEGIE LN 2 1,275 19 20,400 E AAC 10-23-2024 95
125 HARPER AVE 01 11TH ST AVIATION BLVD 2 591 25 14,775 E AC 10-23-2024 95
134 HILLCREST DR 02 21ST ST 24TH ST 2 207 28 5,796 E AC 10-23-2024 95
159 MONTGOMERY DR 01 AUBREY PARK CT OCEAN DR 2 276 17 4,692 E AAC 10-23-2024 95
164 OCEAN DR 05 AVIATION BLVD 14TH ST 2 748 19 14,212 E AAC 10-23-2024 95
189 SPRINGFIELD AVE 01 END SPRINGFIELD AVE 2 64 44 2,816 E AAC 10-24-2024 95
197 VAN HORNE LN 01 PROSPECT AVE REYNOLDS LN 2 51 26 1,380 E AAC 10-21-2024 95
170 PALM DR 25 33RD ST 34TH ST 1 200 15 3,000 E PCC 10-21-2024 94
082 AUBREY PARK CT 01 AVIATION BLVD END 2 378 15 5,670 E AAC 10-23-2024 94
027 20TH PL 01 PROSPECT AVE HARPER AVE 2 564 25 14,100 E AAC 10-23-2024 93
079 ARDMORE AVE 01 END 2ND ST 2 581 25 14,525 E AC 10-23-2024 93
157 MIRA ST 01 15TH PL 16TH ST 2 121 22 2,662 E AC 10-21-2024 93
036 24TH ST 04 PARK AVE VALLEY DR 2 1,132 26 29,432 E AAC 10-15-2024 93
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Local Network)
Local Network
Page 1 of 9Page 113 of 324
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Area (SF)
Section
Rank
Surface
Type -
Current
Last
Inpsection
Date
2024
PCI
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Local Network)
170 PALM DR 03 1ST ST 2ND ST 2 440 20 8,800 E AAC 10-11-2024 93
170 PALM DR 15 24TH ST 25TH ST 2 405 20 8,100 E AC 10-09-2024 93
052 33RD PL 03 HIGHLAND AVE MORNINGSIDE DR 1 315 14 4,410 E PCC 10-10-2024 92
170 PALM DR 24 LONGFELLOW AVE 33RD ST 1 225 15 3,375 E PCC 10-21-2024 92
170 PALM DR 23 31ST ST LONGFELLOW AVE 1 194 15 2,910 E PCC 10-21-2024 92
170 PALM DR 26 34TH ST 35TH ST 1 218 15 3,270 E PCC 10-21-2024 91
004 11TH PL 02 END PACIFIC COAST HWY 2 317 39 12,363 E AAC 10-24-2024 91
002 10TH ST 09 OWOSSO AVE PROSPECT AVE 2 349 24 8,376 E PCC 10-21-2024 91
177 PORTER LN 01 ARDMORE AVE GOULD AVE 2 645 30 19,350 E AAC 11-05-2024 90
116 GENTRY ST 02 6TH ST 110' S/O 6TH ST 2 110 28 3,080 E AC 10-24-2024 89
008 13TH ST 02 PACIFIC COAST HWY OCEAN DR 2 689 25 17,225 E AAC 10-23-2024 89
037 25TH ST 02 MANHATTAN AVE MYRTLE AVE 2 285 30 8,550 E AAC 10-15-2024 89
068 7TH ST 01 CYPRESS AVE VALLEY DR 2 457 25 11,425 E AC 10-07-2024 89
090 BEACH DR 14 13TH ST 14TH ST 2 270 21 5,170 E AC 10-15-2024 89
005 11TH ST 06 PROSPECT AVE HARPER AVE 2 604 25 15,100 E AC 10-25-2024 88
170 PALM DR 08 10TH ST PIER AVE 2 581 20 11,620 E AC 10-09-2024 88
191 SUNSET DR 04 11TH ST PIER AVE 2 549 20 10,980 E AC 10-17-2024 87
073 9TH ST 05 PROSPECT AVE REYNOLDS LN 2 806 28 22,568 E AC 10-23-2024 86
167 OWOSSO AVE 01 9TH ST AVIATION BLVD 2 426 24 10,224 E PCC 10-21-2024 86
170 PALM DR 20 28TH ST 29TH ST 1 219 15 3,285 E PCC 10-21-2024 86
090 BEACH DR 13 PIER AVE 13TH ST 2 290 22 6,380 E AC 10-15-2024 85
170 PALM DR 09 PIER AVE 14TH ST 2 538 20 10,760 E AC 10-09-2024 84
090 BEACH DR 12 11TH ST PIER AVE 2 290 20 5,800 E AC 10-15-2024 84
090 BEACH DR 09 8TH ST 9TH ST 2 270 20 5,400 E AC 10-15-2024 84
181 RAYMOND AVE 01 16TH ST 17TH ST 2 320 20 6,400 E AC 10-21-2024 84
048 30TH ST 05 VALLEY DR ARDMORE AVE 2 132 25 3,300 E AAC 10-24-2024 83
067 7TH PL 02 REYNOLDS LN CITY LIMIT 2 111 30 3,330 E AC 10-25-2024 83
090 BEACH DR 06 5TH ST 6TH ST 2 269 20 5,380 E AC 10-15-2024 83
032 22ND CT 01 END (S)22ND ST 2 313 12 3,756 E AC 10-24-2024 83
161 MORNINGSIDE DR 02 26TH ST 27TH ST 2 222 24 5,328 E PCC 10-21-2024 83
070 8TH PL 03 OCEAN DR PROSPECT AVE 2 490 24 11,760 E AC 10-25-2024 83
070 8TH PL 02 PACIFIC COAST HWY OCEAN DR 2 684 24 16,416 E AC 10-25-2024 83
069 8TH CT 01 BEACH DR HERMOSA AVE 2 322 20 6,440 E AAC 10-24-2024 82
108 CYPRESS AVE 02 6TH ST 8TH ST 2 539 25 13,475 E AC 10-07-2024 82
051 32ND PL 03 MORNINGSIDE DR INGLESIDE DR 1 489 10 4,890 E PCC 10-10-2024 82
065 6TH ST 06 ARDMORE AVE PACIFIC COAST HWY 2 706 28 19,768 E AC 10-24-2024 82
090 BEACH DR 05 4TH ST 5TH ST 2 273 20 5,460 E AC 10-15-2024 82
090 BEACH DR 21 21ST ST 22ND ST 2 288 20 5,760 E AC 10-15-2024 82
168 OZONE CT 04 26TH ST 27TH ST 2 219 18 3,942 E AC 10-23-2024 82
090 BEACH DR 07 6TH ST 7TH ST 2 270 20 5,400 E AC 10-15-2024 81
090 BEACH DR 15 15TH ST 16TH ST 2 270 20 5,400 E AC 10-15-2024 81
170 PALM DR 01 END LYNDON ST 2 189 19 3,591 E PCC 10-21-2024 81
Local Network
Page 2 of 9Page 114 of 324
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Area (SF)
Section
Rank
Surface
Type -
Current
Last
Inpsection
Date
2024
PCI
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Local Network)
182 REYNOLDS LN 02 5TH ST 7TH PL 2 405 15 6,075 E AC 10-25-2024 81
068 7TH ST 04 PROSPECT AVE CITY LIMIT 2 902 28 25,256 E AC 10-25-2024 80
170 PALM DR 07 8TH ST 10TH ST 2 539 20 10,780 E AC 10-09-2024 80
090 BEACH DR 08 7TH ST 8TH ST 2 270 20 5,400 E AC 10-15-2024 80
089 BAYVIEW DR 04 6TH ST 8TH ST 2 540 20 10,800 E AC 10-07-2024 80
015 16TH ST 02 MANHATTAN AVE MONTEREY BLVD 2 290 30 8,700 E AC 10-24-2024 80
170 PALM DR 13 21ST ST 22ND ST 2 289 20 5,780 E AC 10-09-2024 80
021 19TH ST 02 MANHATTAN AVE MONTEREY BLVD 2 274 30 8,220 E AC 10-24-2024 79
037 25TH ST 03 MYRTLE AVE PARK AVE 2 668 30 20,040 E AC 10-15-2024 79
170 PALM DR 12 19TH ST 21ST ST 2 719 20 14,380 E AC 10-09-2024 79
162 MYRTLE AVE 01 24TH ST 25TH ST 2 573 30 17,190 E AC 10-23-2024 79
037 25TH ST 05 ARDMORE AVE END 2 413 24 9,912 E AC 10-24-2024 79
170 PALM DR 05 4TH ST 6TH ST 2 540 20 10,800 E AC 10-11-2024 79
036 24TH ST 01 THE STRAND HERMOSA AVE 2 140 25 2,825 E PCC 10-21-2024 79
057 35TH ST 02 MANHATTAN AVE HIGHLAND AVE 1 341 14 4,774 E APC 10-10-2024 79
052 33RD PL 04 MORNINGSIDE DR INGLESIDE DR 1 486 15 7,290 E PCC 10-10-2024 78
089 BAYVIEW DR 03 4TH ST 6TH ST 2 540 20 10,800 E AC 10-07-2024 78
090 BEACH DR 04 3RD ST 4TH ST 2 390 20 5,440 E AC 10-15-2024 78
090 BEACH DR 19 19TH ST 20TH ST 2 271 20 5,420 E AC 10-15-2024 78
054 34TH PL 01 PALM DR MANHATTAN AVE 1 177 11 1,947 E AC 10-10-2024 78
059 3RD ST 02 ARDMORE AVE PACIFIC COAST HWY 2 716 25 17,900 E AC 10-23-2024 78
090 BEACH DR 16 16TH ST 17TH ST 2 270 20 5,400 E AC 10-15-2024 77
090 BEACH DR 11 10TH ST 11TH ST 2 270 20 5,400 E AC 10-15-2024 77
162 MYRTLE AVE 02 25TH ST 26TH ST 2 277 30 8,310 E AC 10-23-2024 77
168 OZONE CT 03 25TH ST 26TH ST 2 303 20 6,060 E AC 10-23-2024 77
199 OAK ST 01 LOMA DR BARD ST 2 557 20 11,140 E AC 10-23-2024 77
170 PALM DR 02 LYNDON ST 1ST ST 2 260 19 4,940 E PCC 10-21-2024 77
090 BEACH DR 01 LYNDON ST 1ST ST 2 435 20 8,700 E AC 10-15-2024 76
168 OZONE CT 02 24TH ST 25TH ST 2 493 18 8,874 E AC 10-23-2024 76
172 PARK AVE 02 LOMA DR 25TH ST 2 522 30 15,660 E AC 10-23-2024 76
037 25TH ST 01 HERMOSA AVE MANHATTAN AVE 2 271 30 8,130 E AC 10-15-2024 76
092 BORDEN AVE 01 21ST ST END 2 284 33 9,372 E AAC 10-23-2024 76
154 MASSEY AVE 01 PROSPECT AVE 5TH ST 2 470 25 11,750 E AAC 10-25-2024 76
116 GENTRY ST 01 3RD ST PROSPECT AVE 2 302 28 8,456 E PCC 10-21-2024 76
025 20TH ST 01 POWER ST VALLEY DR 2 622 20 11,240 E AC 10-24-2024 76
008 13TH ST 01 HERMOSA AVE BEACH DR 2 435 30 13,050 E AC 10-24-2024 76
047 30TH PL 02 MORNINGSIDE DR INGLESIDE DR 2 489 15 7,335 E PCC 10-21-2024 76
054 34TH PL 02 MANHATTAN AVE HIGHLAND AVE 1 326 10 3,260 E PCC 10-21-2024 75
056 35TH PL 01 PALM DR MANHATTAN AVE 1 180 10 1,800 E AC 10-10-2024 75
090 BEACH DR 17 17TH ST 18TH ST 2 270 20 5,400 E AC 10-15-2024 75
051 32ND PL 04 INGLESIDE DR VALLEY DR 1 216 10 2,160 E PCC 10-21-2024 75
005 11TH ST 02 BEACH DR HERMOSA AVE 2 379 40 15,160 E AC 10-24-2024 74
Local Network
Page 3 of 9Page 115 of 324
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Area (SF)
Section
Rank
Surface
Type -
Current
Last
Inpsection
Date
2024
PCI
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Local Network)
073 9TH ST 02 PACIFIC COAST HWY OCEAN DR 2 676 24 16,224 E AC 10-25-2024 74
170 PALM DR 11 16TH ST 19TH ST 2 827 20 16,540 E AC 10-09-2024 74
170 PALM DR 10 14TH ST 16TH ST 2 539 20 10,780 E AC 10-09-2024 74
090 BEACH DR 10 9TH ST 10TH ST 2 270 20 5,400 E AC 10-15-2024 73
090 BEACH DR 03 2ND ST 3RD ST 2 273 20 5,460 E AC 10-15-2024 73
071 8TH ST 09 PROSPECT AVE CITY LIMIT 2 847 28 23,716 E APC 10-25-2024 73
170 PALM DR 04 2ND ST 4TH ST 2 540 20 10,800 E AC 10-11-2024 73
024 1ST ST 02 ARDMORE AVE PACIFIC COAST HWY 2 769 28 21,532 E AC 10-23-2024 73
015 16TH ST 03 MONTEREY BLVD LOMA DR 2 160 30 4,800 E AC 10-24-2024 73
089 BAYVIEW DR 01 1ST ST 2ND ST 2 461 20 9,220 E AC 10-11-2024 73
101 CIRCLE CT 01 CIRCLE DR MONTEREY BLVD 2 169 30 5,070 E AC 10-15-2024 72
172 PARK AVE 01 MONTEREY AVE LOMA DR 2 150 30 4,500 E AC 10-23-2024 72
186 SILVERSTRAND AVE 01 24TH ST 25TH ST 2 664 30 19,920 E AC 10-23-2024 72
064 6TH CT 01 BEACH DR HERMOSA AVE 2 280 20 5,600 E AC 10-24-2024 72
043 29TH CT 02 MANHATTAN AVE MORNINGSIDE DR 2 640 15 9,600 E PCC 10-21-2024 72
170 PALM DR 18 GREENWICH VILLAGE 27TH ST 2 142 21 2,982 E AC 10-09-2024 72
049 31ST PL 02 MANHATTAN AVE MORNINGSIDE DR 1 640 12 7,680 E AC 10-10-2024 72
049 31ST PL 04 INGLESIDE DR VALLEY DR 1 166 10 1,660 E PCC 10-10-2024 71
010 14TH ST 03 PACIFIC COAST HWY OCEAN DR 2 690 24 16,560 E AC 10-21-2024 71
011 15TH CT 01 END HERMOSA AVE 2 396 20 7,920 E AC 10-24-2024 71
089 BAYVIEW DR 06 10TH ST PIER AVE 2 892 20 17,840 E AC 10-15-2024 71
161 MORNINGSIDE DR 01 25TH ST END 2 373 32 11,936 E AC 10-23-2024 71
182 REYNOLDS LN 01 VAN HORNE LN 5TH ST 1 569 15 8,535 E AC 10-25-2024 71
063 5TH ST 03 OCEAN VIEW AVE PINE CT 2 152 28 4,256 E APC 10-24-2024 71
068 7TH ST 02 ARDMORE AVE END 2 305 25 7,625 E AC 10-24-2024 71
170 PALM DR 17 26TH ST GREENWICH VILLAGE 2 159 20 3,180 E AC 10-09-2024 71
035 24TH PL 02 ARDMORE AVE PACIFIC COAST HWY 2 809 28 20,552 E AC 10-24-2024 70
051 32ND PL 02 MANHATTAN AVE MORNINGSIDE DR 2 640 11 7,040 E AC 10-10-2024 70
067 7TH PL 01 PROSPECT AVE REYNOLDS LN 0 820 30 14,010 E AC 10-25-2024 70
113 EL OESTE DR 01 GOULD AVE END 2 500 30 16,150 E AC 10-23-2024 70
117 GOLDEN AVE 01 15TH ST 16TH ST 2 558 28 15,624 E APC 10-23-2024 70
139 INGLESIDE DR 05 LONGFELLOW AVE FRANCISCO ST 2 250 30 7,500 E AC 10-23-2024 70
036 24TH ST 05 ARDMORE AVE PACIFIC COAST HWY 2 773 28 19,544 E AC 10-24-2024 70
046 2ND ST 01 THE STRAND BEACH DR 1 100 28 2,800 E AC 10-21-2024 70
062 5TH CT 01 BEACH DR HERMOSA AVE 2 248 20 4,960 E AC 10-24-2024 70
107 CULPER CT 01 2ND ST 4TH ST 1 431 25 10,775 E AC 10-21-2024 70
170 PALM DR 14 22ND ST 24TH ST 2 385 20 7,700 E AC 10-09-2024 70
001 10TH CT 01 BEACH DR HERMOSA AVE 2 363 20 7,260 E AC 10-22-2024 69
196 VALLEY PARK AVE 01 END 20TH ST 2 736 26 19,136 E AC 10-24-2024 69
013 15TH ST 03 PROSPECT AVE CITY LIMIT 2 579 28 16,212 E APC 10-24-2024 69
036 24TH ST 02 HERMOSA AVE MANHATTAN AVE 2 269 30 8,070 E AC 10-15-2024 69
138 HOPKINS AVE 01 3RD ST 5TH ST 2 555 27 14,985 E AC 10-24-2024 69
Local Network
Page 4 of 9Page 116 of 324
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Area (SF)
Section
Rank
Surface
Type -
Current
Last
Inpsection
Date
2024
PCI
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Local Network)
108 CYPRESS AVE 03 8TH ST END 2 304 28 8,512 E AAC 10-23-2024 69
175 PINE ST 01 5TH ST 6TH ST 2 310 24 7,440 E AC 10-24-2024 69
007 13TH CT 01 BEACH DR HERMOSA AVE 2 426 20 8,520 E AC 10-24-2024 69
002 10TH ST 10 PROSPECT AVE HARPER AVE 2 821 25 20,525 E AC 10-25-2024 68
170 PALM DR 27 35TH ST NEPTUNE AVE 2 144 23 3,312 E AC 10-09-2024 68
010 14TH ST 06 CORONA ST PROSPECT AVE 2 100 24 2,400 E AC 10-24-2024 68
144 LOMA DR 05 PIER AVE 16TH ST 2 597 25 14,925 E AC 10-17-2024 68
004 11TH PL 01 BARD ST VALLEY DR 2 233 26 6,058 E AC 10-24-2024 68
029 21ST ST 04 ARDMORE AVE PACIFIC COAST HWY 2 726 30 21,780 E AC 10-15-2024 68
133 HILL ST 02 2ND ST END 2 198 24 4,752 E PCC 10-21-2024 67
017 17TH ST 01 PACIFIC COAST HWY PROSPECT AVE 2 881 24 21,144 E AC 10-21-2024 67
015 16TH ST 06 PROSPECT AVE GOLDEN AVE 2 267 25 6,675 E AC 10-24-2024 67
052 33RD PL 02 MANHATTAN AVE HIGHLAND AVE 1 324 14 4,536 E PCC 10-21-2024 67
144 LOMA DR 06 16TH ST END 2 530 25 13,250 E AC 10-17-2024 67
170 PALM DR 16 25TH ST 26TH ST 2 268 20 5,360 E AC 10-09-2024 67
191 SUNSET DR 03 10TH ST 11TH ST 2 510 20 10,200 E AC 10-17-2024 67
019 18TH ST 01 VALLEY PARK AVE VALLEY DR 2 475 22 10,450 E AC 10-24-2024 66
063 5TH ST 02 PACIFIC COAST HWY OCEAN VIEW CT 2 303 28 8,484 E APC 10-24-2024 66
005 11TH ST 01 THE STRAND BEACH DR 2 115 40 4,600 E AC 10-24-2024 66
029 21ST ST 01 HERMOSA AVE MANHATTAN AVE 2 299 30 8,970 E AC 10-23-2024 66
038 26TH ST 01 HERMOSA AVE MANHATTAN AVE 2 270 30 8,100 E AC 10-24-2024 66
139 INGLESIDE DR 01 28TH ST 29TH ST 2 219 25 5,475 E PCC 10-21-2024 66
060 4TH CT 01 BEACH DR HERMOSA AVE 2 208 20 4,160 E AC 10-24-2024 66
135 HOLLOWELL AVE 03 PROSPECT AVE 6TH ST 2 629 28 17,612 E PCC 10-21-2024 65
063 5TH ST 04 PINE CT HOPKINS AVE 2 210 30 6,300 E APC 10-24-2024 65
090 BEACH DR 20 20TH ST 21ST ST 2 271 20 5,420 E AC 10-15-2024 65
144 LOMA DR 07 19TH ST PARK AVE 2 1,264 20 25,280 E AC 10-17-2024 65
191 SUNSET DR 02 8TH ST 10TH ST 2 540 20 10,800 E AC 10-17-2024 65
009 14TH CT 01 BEACH DR HERMOSA AVE 2 445 21 9,345 E AC 10-24-2024 65
041 28TH CT 02 MANHATTAN AVE MORNINGSIDE DR 2 640 15 9,600 E PCC 10-21-2024 65
039 27TH CT 01 OZONE CT MORNINGSIDE DR 2 559 15 8,385 E PCC 10-21-2024 65
005 11TH ST 04 LOMA DR VALLEY DR 2 684 25 17,100 E AC 10-24-2024 65
059 3RD ST 03 PACIFIC COAST HWY HOPKINS AVE 2 612 30 18,360 E AC 10-24-2024 65
038 26TH ST 02 MANHATTAN AVE MORNINGSIDE DR 2 693 25 17,325 E PCC 10-17-2024 64
072 9TH CT 01 BEACH DR HERMOSA AVE 2 342 20 6,840 E AC 10-24-2024 64
048 30TH ST 02 MANHATTAN AVE PALM DR 2 178 25 4,450 E PCC 10-21-2024 64
090 BEACH DR 02 1ST ST 2ND ST 2 273 20 5,460 E AC 10-15-2024 64
130 HERMOSA VIEW DR 01 END 30TH ST 2 335 32 11,820 E AC 10-23-2024 64
036 24TH ST 03 MANHATTAN AVE PARK AVE 2 598 30 17,940 E AC 10-15-2024 64
042 28TH ST 03 MORNINGSIDE DR INGLESIDE DR 2 489 30 14,670 E AC 10-24-2024 63
061 4TH ST 05 ARDMORE AVE PACIFIC COAST HWY 2 783 28 21,924 E PCC 10-21-2024 63
189 SPRINGFIELD AVE 02 SPRINGFIELD AVE 21ST ST 2 540 25 13,500 E PCC 10-21-2024 63
Local Network
Page 5 of 9Page 117 of 324
Branch ID Branch Name Section ID From To Lanes Length Width Section True
Area (SF)
Section
Rank
Surface
Type -
Current
Last
Inpsection
Date
2024
PCI
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Local Network)
066 7TH CT 01 BEACH DR HERMOSA AVE 2 300 20 6,000 E AC 10-24-2024 63
133 HILL ST 01 END HILL ST 2 56 21 1,176 E AC 11-05-2024 63
084 AVA ST 01 END 21ST ST 2 528 25 13,200 E PCC 10-21-2024 63
090 BEACH DR 18 18TH ST 19TH ST 2 270 20 5,400 E AC 10-15-2024 63
161 MORNINGSIDE DR 04 30TH PL LONGFELLOW AVE 2 439 24 10,536 E AC 10-23-2024 63
149 MANHATTAN AVE 09 16TH ST 19TH ST 2 832 40 33,280 E AC 10-09-2024 63
061 4TH ST 06 PACIFIC COAST HWY OCEAN VIEW AVE 2 304 25 7,600 E PCC 10-21-2024 63
041 28TH CT 01 PALM DR MANHATTAN AVE 2 175 18 3,150 E AC 10-24-2024 62
059 3RD ST 01 END ARDMORE AVE 2 285 26 7,410 E AC 10-23-2024 62
021 19TH ST 01 HERMOSA AVE MANHATTAN AVE 2 310 20 6,200 E AC 10-24-2024 62
042 28TH ST 01 HERMOSA AVE MANHATTAN AVE 2 311 30 9,330 E AC 10-24-2024 62
002 10TH ST 08 OCEAN DR OWOSSO AVE 2 362 24 8,688 E AC 10-25-2024 62
002 10TH ST 06 ARDMORE AVE PACIFIC COAST HWY 2 623 28 17,444 E PCC 10-21-2024 62
089 BAYVIEW DR 10 34TH ST 35TH ST 2 140 18 2,520 E PCC 10-21-2024 62
023 1ST PL 01 ARDMORE AVE PACIFIC COAST HWY 2 653 26 16,978 E AC 10-23-2024 62
010 14TH ST 04 OCEAN DR BONNIE BRAE ST 2 124 24 2,976 E AC 10-21-2024 62
185 SILVER ST 01 15TH ST END 2 415 28 11,620 E APC 10-24-2024 62
063 5TH ST 06 MASSEY AVE REYNOLDS LN 2 239 26 6,214 E AC 10-25-2024 61
071 8TH ST 08 PACIFIC COAST HWY PROSPECT AVE 2 1,119 20 22,380 E AC 10-25-2024 61
073 9TH ST 03 OCEAN DR OWOSSO AVE 2 256 24 6,144 E AC 10-25-2024 61
144 LOMA DR 04 10TH ST PIER AVE 2 1,085 27 29,295 E AC 10-17-2024 61
144 LOMA DR 03 8TH ST 10TH ST 2 540 25 13,500 E AC 10-17-2024 61
059 3RD ST 04 HOPKINS AVE HOLLOWELL AVE 2 616 30 18,480 E AC 10-24-2024 61
183 RHODES ST 01 18TH ST 21ST ST 2 931 29 26,999 E AC 10-21-2024 61
042 28TH ST 02 MANHATTAN AVE MORNINGSIDE DR 2 640 30 19,200 E AC 10-24-2024 61
089 BAYVIEW DR 02 2ND ST 4TH ST 2 540 20 10,800 E AC 10-11-2024 61
135 HOLLOWELL AVE 02 3RD ST PROSPECT AVE 2 117 28 3,276 E PCC 10-21-2024 60
144 LOMA DR 01 END 6TH ST 2 220 27 5,940 E AC 10-23-2024 60
106 CREST DR 02 34TH ST 35TH ST 2 135 20 2,700 E PCC 10-21-2024 60
052 33RD PL 01 PALM DR MANHATTAN AVE 1 177 14 2,478 E AC 10-10-2024 60
053 33RD ST 01 PALM DR MANHATTAN AVE 2 177 24 4,248 E PCC 10-21-2024 59
191 SUNSET DR 01 6TH ST 8TH ST 2 540 20 10,800 E AC 10-23-2024 59
047 30TH PL 01 PALM DR MORNINGSIDE DR 2 641 15 9,615 E AC 10-24-2024 59
050 31ST ST 01 HERMOSA AVE MANHATTAN AVE 2 312 25 7,800 E PCC 10-21-2024 59
021 19TH ST 03 MONTEREY BLVD LOMA DR 2 151 30 4,530 E AC 10-24-2024 59
037 25TH ST 04 PARK AVE VALLEY DR 2 922 26 23,972 E AC 10-15-2024 59
010 14TH ST 01 BEACH DR HERMOSA AVE 2 448 35 15,680 E AC 10-21-2024 59
044 29TH ST 02 MANHATTAN AVE MORNINGSIDE DR 2 640 24 15,360 E PCC 10-21-2024 59
061 4TH ST 07 HOPKINS AVE PROSPECT AVE 2 425 28 11,900 E PCC 10-21-2024 59
021 19TH ST 04 PACIFIC COAST HWY RHODES ST 2 341 30 10,230 E AC 10-21-2024 59
058 3RD CT 01 BEACH DR HERMOSA AVE 2 168 20 3,360 E AC 10-18-2024 59
089 BAYVIEW DR 08 16TH ST 19TH ST 2 836 20 16,720 E AC 10-15-2024 59
Local Network
Page 6 of 9Page 118 of 324
Branch ID Branch Name Section ID From To Lanes Length Width Section True
Area (SF)
Section
Rank
Surface
Type -
Current
Last
Inpsection
Date
2024
PCI
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Local Network)
163 NEPTUNE AVE 01 THE STRAND PALM DR 2 120 30 3,600 E PCC 10-21-2024 59
170 PALM DR 06 6TH ST 8TH ST 2 540 20 10,800 E AC 10-11-2024 59
003 11TH CT 01 BEACH DR HERMOSA AVE 2 378 20 7,560 E AC 10-24-2024 58
015 16TH ST 01 HERMOSA AVE MANHATTAN AVE 2 298 30 8,940 E AC 10-24-2024 58
047 30TH PL 03 INGLESIDE DR VALLEY DR 1 111 15 1,665 E PCC 10-21-2024 58
156 MEYER CT 02 1ST ST END 2 186 28 5,208 E AC 10-24-2024 58
063 5TH ST 01 ARMORE AVE PACIFIC COAST HWY 2 805 28 22,540 E AC 10-24-2024 57
108 CYPRESS AVE 04 11TH ST PIER AVE 2 733 28 20,524 E AC 10-23-2024 57
148 LYNDON ST 01 HERMOSA AVE MONTEREY BLVD 2 586 20 11,720 E AC 10-23-2024 57
035 24TH PL 01 PARK AVE VALLEY DR 2 1,002 28 28,056 E AC 10-15-2024 56
094 BRAEHOLM PL 01 30TH ST AMBY PL 2 334 20 6,680 E AC 10-23-2024 56
163 NEPTUNE AVE 02 PALM DR MANHATTAN AVE 2 202 30 6,060 E PCC 10-21-2024 56
050 31ST ST 02 MORNINGSIDE DR INGLESIDE DR 2 489 26 12,714 E PCC 10-21-2024 56
135 HOLLOWELL AVE 01 2ND ST 3RD ST 2 221 28 6,188 E PCC 10-21-2024 55
089 BAYVIEW DR 05 8TH ST 10TH ST 2 539 20 10,780 E AC 10-15-2024 55
024 1ST ST 05 BARNEY CT PROSPECT AVE 2 732 28 20,496 E AC 10-24-2024 55
024 1ST ST 04 MEYER CT BARNEY CT 2 180 30 5,400 E AC 10-24-2024 55
063 5TH ST 05 HOPKINS AVE PROSPECT AVE 2 298 30 8,940 E APC 10-24-2024 55
030 21ST CT 01 BEACH DR HERMOSA AVE 2 297 20 5,940 E AC 10-24-2024 55
002 10TH ST 01 THE STRAND BEACH DR 2 103 35 3,605 E AC 10-24-2024 55
055 34TH ST 03 HIGHLAND AVE MORNINGSIDE DR 2 326 25 7,824 E PCC 10-21-2024 55
102 CIRCLE DR 01 MANHATTAN AVE CIRCLE CT 2 347 20 6,940 E AC 10-15-2024 55
146 LONGFELLOW AVE 06 TENNYSON PL PACIFIC COAST HWY 2 684 30 20,520 E PCC 10-21-2024 55
018 18TH CT 1 BEACH DR HERMOSA AVE 2 485 19 9,215 E AC 10-24-2024 55
029 21ST ST 02 POWER ST END 2 194 26 5,044 E AC 10-24-2024 54
019 18TH ST 02 PACIFIC COAST HWY PROSPECT AVE 2 752 30 22,560 E AC 10-21-2024 54
139 INGLESIDE DR 03 30TH ST 31ST ST 2 190 25 4,750 E PCC 10-21-2024 54
029 21ST ST 03 VALLEY DR POWER ST 2 580 26 15,080 E AC 10-24-2024 53
140 JOY ST 01 BONNIE BRAE ST CAMPANA ST 2 135 29 3,915 E AC 10-24-2024 53
146 LONGFELLOW AVE 05 ARDMORE AVE TENNYSON PL 2 992 30 29,760 E PCC 10-21-2024 53
002 10TH ST 07 AVIATION BLVD OCEAN DR 2 654 24 15,696 E AC 10-25-2024 53
192 TENNYSON PL 02 30TH ST LONGFELLOW AVE 2 266 24 6,384 E AC 10-23-2024 53
020 19TH CT 01 BEACH DR HERMOSA AVE 2 446 20 8,920 E AC 10-24-2024 53
164 OCEAN DR 04 10TH ST AVIATION BLVD 2 194 24 4,656 E AC 10-25-2024 53
002 10TH ST 02 BEACH DR HERMOSA AVE 2 472 35 16,520 E AC 10-24-2024 53
139 INGLESIDE DR 04 31ST ST LONGFELLOW AVE 2 179 24 4,296 E PCC 10-21-2024 53
065 6TH ST 11 HOLLOWELL AVE REYNOLDS LN 2 389 25 9,725 E PCC 10-21-2024 53
010 14TH ST 02 HERMOSA AVE MANHATTAN AVE 2 455 30 13,650 E AC 10-24-2024 52
025 20TH ST 02 PACIFIC COAST HWY RHODES ST 2 340 28 9,520 E PCC 10-17-2024 52
144 LOMA DR 08 PARK AVE MANHATTAN AVE 2 462 20 9,240 E AC 10-17-2024 52
016 17TH CT 01 BEACH DR HERMOSA AVE 2 498 19 9,462 E AC 10-21-2024 52
089 BAYVIEW DR 09 19TH ST CIRCLE DR 2 643 20 12,860 E AC 10-15-2024 52
Local Network
Page 7 of 9Page 119 of 324
Branch ID Branch Name Section ID From To Lanes Length Width Section True
Area (SF)
Section
Rank
Surface
Type -
Current
Last
Inpsection
Date
2024
PCI
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Local Network)
044 29TH ST 03 MORNINGSIDE DR INGLESIDE DR 2 489 24 11,736 E PCC 10-21-2024 52
106 CREST DR 01 33RD ST 34TH ST 2 152 20 3,040 E PCC 10-21-2024 52
043 29TH CT 01 PALM DR MANHATTAN AVE 2 177 15 2,655 E AC 10-24-2024 52
161 MORNINGSIDE DR 06 33RD PL FRANCISCO ST 2 131 51 6,681 E PCC 10-21-2024 51
046 2ND ST 09 HOLLOWELL AVE CITY LIMIT 2 428 24 10,272 E AC 10-24-2024 51
077 AMBY PL 01 END 30TH ST 2 299 25 7,475 E AC 10-23-2024 51
192 TENNYSON PL 03 LONGFELLOW AVE BOUNDARY PL 2 140 27 3,780 E AC 10-23-2024 51
023 1ST PL 02 BARNEY CT PROSPECT AVE 2 751 27 20,277 E AC 10-24-2024 51
024 1ST ST 03 PACIFIC COAST HWY MEYER CT 2 851 30 25,530 E AC 10-24-2024 51
102 CIRCLE DR 02 CIRCLE CT MANHATTAN AVE 2 427 20 8,540 E AC 10-15-2024 51
014 16TH CT 01 BEACH DR HERMOSA AVE 2 484 19 9,196 E AC 10-24-2024 50
015 16TH ST 05 PACIFIC COAST HWY PROSPECT AVE 2 949 24 22,776 E PCC 10-21-2024 50
024 1ST ST 01 HERMOSA AVE MONTEREY BLVD 2 591 40 23,640 E AC 10-11-2024 50
048 30TH ST 01 HERMOSA AVE PALM DR 2 133 25 3,325 E PCC 10-21-2024 50
116 GENTRY ST 03 110' S/O 6TH ST PROSPECT AVENUE 0 336 28 9,408 E PCC 10-21-2024 50
013 15TH ST 02 PACIFIC COAST HWY OCEAN DR 2 690 22 15,180 E AC 10-21-2024 50
048 30TH ST 03 MORNINGSIDE DR INGLESIDE DR 2 489 26 12,714 E PCC 10-21-2024 50
091 BONNIE BRAE ST 02 14TH ST 16TH ST 2 639 25 15,975 E AC 10-21-2024 50
161 MORNINGSIDE DR 03 27TH ST 30TH PL 2 520 25 13,000 E PCC 10-21-2024 50
041 28TH CT 03 MORNINGSIDE DR END 1 470 15 7,050 E AC 10-24-2024 49
005 11TH ST 03 MONTEREY BLVD LOMA DR 2 269 38 10,222 E AC 10-24-2024 49
012 15TH PL 01 END MIRA ST 2 160 24 3,840 E PCC 10-21-2024 49
065 6TH ST 08 PINE ST 58' s/o PROSPECT AVE 2 477 28 13,356 E PCC 10-21-2024 49
144 LOMA DR 02 6TH ST 8TH ST 2 549 27 14,823 E AC 10-23-2024 49
164 OCEAN DR 03 9TH ST 10TH ST 2 200 24 4,800 E AC 10-25-2024 49
053 33RD ST 02 MANHATTAN AVE HIGHLAND AVE 2 325 24 7,800 E PCC 10-21-2024 49
087 BARNEY CT 1 1ST ST 1ST PL 2 269 28 7,532 E AC 10-24-2024 48
065 6TH ST 07 PACIFIC COAST HWY PINE ST 2 459 28 12,852 E PCC 10-21-2024 48
139 INGLESIDE DR 02 29TH ST 30TH ST 2 215 25 5,375 E PCC 10-21-2024 48
164 OCEAN DR 02 8TH PL 9TH ST 2 210 24 5,040 E AC 10-25-2024 48
164 OCEAN DR 06 14TH ST 15TH PL 2 517 20 10,340 E AC 10-21-2024 48
010 14TH ST 05 BONNIE BRAE ST CORONA ST 2 491 24 11,784 E AC 10-21-2024 46
022 1ST CT 01 PALM DR MONTEREY BLVD 2 449 20 8,980 E PCC 10-21-2024 46
059 3RD ST 05 HOLLOWELL AVE PROSPECT AVE 2 296 30 10,590 E PCC 10-21-2024 46
165 OCEAN VIEW AVE 01 END 5TH ST 2 493 24 11,832 E PCC 10-21-2024 45
167 OWOSSO AVE 02 AVIATION BLVD 14TH ST 2 708 24 16,992 E AC 10-25-2024 45
161 MORNINGSIDE DR 05 LONGFELLOW AVE 33RD PL 2 114 25 2,850 E PCC 10-21-2024 45
005 11TH ST 05 ARDMORE AVE PACIFIC COAST HWY 2 620 28 17,360 E AC 10-25-2024 45
089 BAYVIEW DR 07 PIER AVE 16TH ST 2 767 20 15,340 E AC 10-15-2024 44
134 HILLCREST DR 01 18TH ST 21ST ST 2 976 28 27,328 E AC 10-21-2024 43
057 35TH ST 01 HERMOSA AVE MANHATTAN AVE 2 323 30 9,690 E AC 10-10-2024 43
093 BOUNDARY PL 01 ARDMORE AVE TENNYSON PL 2 1,014 20 17,238 E AC 10-23-2024 42
Local Network
Page 8 of 9Page 120 of 324
Branch ID Branch Name Section ID From To Lanes Length Width Section True
Area (SF)
Section
Rank
Surface
Type -
Current
Last
Inpsection
Date
2024
PCI
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Local Network)
073 9TH ST 01 ARDMORE AVE PACIFIC COAST HWY 2 625 28 17,500 E PCC 10-21-2024 41
049 31ST PL 03 MORNINGSIDE DR INGLESIDE DR 2 489 10 4,890 E PCC 10-10-2024 41
192 TENNYSON PL 01 END 30TH ST 2 490 22 10,930 E AC 10-23-2024 41
065 6TH ST 10 PROSPECT AVE HOLLOWELL AVE 2 460 25 11,500 E PCC 10-21-2024 40
055 34TH ST 02 MANHATTAN AVE HIGHLAND AVE 2 336 24 8,064 E PCC 10-21-2024 40
061 4TH ST 04 END ARDMORE AVE 2 240 25 6,000 E AC 10-23-2024 39
086 BARD ST 01 END 8TH ST 2 304 25 7,600 E AAC 10-23-2024 39
046 2ND ST 08 PACIFIC COAST HWY HOLLOWELL AVE 2 1,324 24 31,776 E AC 10-24-2024 39
015 16TH ST 04 ARDMORE AVE PACIFIC COAST HWY 2 608 40 24,320 E AC 10-24-2024 39
198 VISTA DR 01 33RD PL FRANCISCO ST 2 133 18 2,394 E PCC 10-21-2024 39
070 8TH PL 01 ARDMORE AVE PACIFIC COAST HWY 2 627 26 16,302 E PCC 10-21-2024 38
004 11TH PL 03 PROSPECT AVE HARPER AVE 2 422 25 10,550 E AC 10-25-2024 36
093 BOUNDARY PL 02 TENNYSON PL PACIFIC COAST HWY 2 685 20 13,550 E AC 10-23-2024 36
048 30TH ST 04 INGLESIDE DR VALLEY DR 2 139 25 3,475 E PCC 10-21-2024 35
013 15TH ST 01 THE STRAND HERMOSA AVE 2 575 38 21,850 E AC 10-24-2024 34
143 LA CARLITA PL 01 MARLITA ST 30TH ST 2 242 30 7,260 E AC 10-23-2024 33
061 4TH ST 03 MONTEREY BLVD CULPER CT 1 153 20 3,060 E AC 10-21-2024 33
182 REYNOLDS LN 03 9TH ST 10TH ST 1 238 15 3,570 E AC 11-05-2024 33
055 34TH ST 01 HERMOSA AVE MANHATTAN AVE 2 314 25 7,850 E PCC 10-21-2024 31
053 33RD ST 03 HIGHLAND AVE MORNINGSIDE DR 2 315 24 7,560 E PCC 10-21-2024 30
152 MARLITA 01 END (W)END (E)2 220 22 4,840 E AC 10-23-2024 30
179 POWER ST 02 21ST ST 24TH ST 2 469 25 11,725 E AC 10-24-2024 28
095 CAMPANA ST 01 JOY ST PROSPECT AVE 2 442 22 9,724 E AC 10-24-2024 27
156 MEYER CT 01 END 1ST ST 2 193 21 4,053 E AC 10-24-2024 27
050 31ST ST 03 INGLESIDE DR VALLEY DR 2 193 25 4,825 E PCC 10-21-2024 25
091 BONNIE BRAE ST 01 AVIATION BLVD 14TH ST 2 756 25 18,900 E AC 10-24-2024 24
108 CYPRESS AVE 01 END 6TH ST 2 220 26 5,720 E AC 10-07-2024 24
044 29TH ST 01 HERMOSA AVE MANHATTAN AVE 2 311 25 7,775 E PCC 10-21-2024 22
048 30TH ST 07 PACIFIC COAST HWY TENNYSON PL 2 683 32 21,856 E AC 10-24-2024 21
048 30TH ST 06 TENNYSON PL ARDMORE AVE 2 946 30 28,380 E AC 10-24-2024 21
026 20TH CT 01 BEACH DR HERMOSA AVE 2 384 20 7,680 E AC 10-24-2024 18
105 CORONA ST 01 AVIATION BLVD 14TH ST 2 573 25 14,325 E AC 10-18-2024 15
179 POWER ST 01 20TH ST 21ST ST 2 240 25 6,000 E AC 10-24-2024 14
121 GRAVELY CT 01 END 6TH ST 2 130 24 3,120 E AC 10-24-2024 11
183 RHODES ST 02 21ST ST END 2 256 22 5,632 E AC 10-21-2024 1
Local Network
Page 9 of 9Page 121 of 324
Branch ID Branch Name Section ID From To Lanes Length Width Section True
Area (SF)
Section
Rank
Surface
Type -
Current
Last
Inpsection
Date
2024
PCI
075 ALLEY 07 64' w/o 21ST ST 20TH ST 2 186 20 3,720 N PCC 10-21-2024 98
075 ALLEY 09 BEACH DR 22ND CT 2 61 19 1,159 N AC 11-05-2024 92
075 ALLEY 03 END TENNYSON PL 1 537 11 5,907 N AC 11-06-2024 87
075 ALLEY 01 4TH ST 5TH ST 2 397 15 4,764 N AC 10-24-2024 64
075 ALLEY 05 TENNYSON PL ALLEY w/o TENNYSON PL 1 459 11 5,049 N AC 11-06-2024 63
075 ALLEY 08 RHODES ST ALLEY w/o RHODES ST 2 187 20 3,740 N AC 10-21-2024 39
075 ALLEY 10 20TH ST ALLEY n/o 19TH ST 2 123 20 2,460 N AC 10-21-2024 32
075 ALLEY 02 30TH ST LONGFELLOW AVE 1 269 11 2,959 N AC 11-05-2024 27
075 ALLEY 14 RHODES ST ALLEY w/o RHODES ST 2 189 15 2,835 N AC 10-21-2024 17
075 ALLEY 13 21ST ST 64' s/o 21ST ST 2 64 20 1,280 N AC 10-21-2024 13
Appendix A
City of Hermosa Beach 2024 Pavement Management Plan Update
Section Inventory and Current Pavement Condition (Alley Network)
Alley Network
Page 1 of 1Page 122 of 324
Appendix B
10-Year M&R Planning
Page 123 of 324
Current Funding Level
(by Work Year)
Page 124 of 324
Work
Year Branch ID Section ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last Inpsection
Date
Condition at Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
2025 002 04 10TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 38 11,020 10-24-2024 73 Slurry Seal $4,408.04
2025 008 01 13TH ST HERMOSA AVE BEACH DR E AC 435 30 13,050 10-24-2024 76 Slurry Seal $5,220.04
2025 010 03 14TH ST PACIFIC COAST HWY OCEAN DR E AC 690 24 16,560 10-21-2024 71 Slurry Seal $6,624.06
2025 011 01 15TH CT END HERMOSA AVE E AC 396 20 7,920 10-24-2024 71 Slurry Seal $3,168.03
2025 015 02 16TH ST MANHATTAN AVE MONTEREY BLVD E AC 290 30 8,700 10-24-2024 80 Slurry Seal $3,480.03
2025 015 03 16TH ST MONTEREY BLVD LOMA DR E AC 160 30 4,800 10-24-2024 73 Slurry Seal $1,920.02
2025 021 02 19TH ST MANHATTAN AVE MONTEREY BLVD E AC 274 30 8,220 10-24-2024 79 Slurry Seal $3,288.03
2025 025 01 20TH ST POWER ST VALLEY DR E AC 622 20 11,240 10-24-2024 76 Slurry Seal $4,496.04
2025 029 05 21ST ST PACIFIC COAST HWY RHODES ST C AC 339 38 12,882 10-23-2024 79 Slurry Seal $5,152.84
2025 029 06 21ST ST RHODES ST PROSPECT AVE C AC 433 35 15,155 10-21-2024 71 Slurry Seal $6,062.05
2025 032 01 22ND CT END (S)22ND ST E AC 313 12 3,756 10-24-2024 83 Slurry Seal $1,502.41
2025 035 02 24TH PL ARDMORE AVE PACIFIC COAST HWY E AC 809 28 20,552 10-24-2024 70 Slurry Seal $8,220.87
2025 037 01 25TH ST HERMOSA AVE MANHATTAN AVE E AC 271 30 8,130 10-15-2024 76 Slurry Seal $3,252.03
2025 037 03 25TH ST MYRTLE AVE PARK AVE E AC 668 30 20,040 10-15-2024 79 Slurry Seal $8,016.07
2025 037 05 25TH ST ARDMORE AVE END E AC 413 24 9,912 10-24-2024 79 Slurry Seal $3,964.83
2025 048 05 30TH ST VALLEY DR ARDMORE AVE E AAC 132 25 3,300 10-24-2024 83 Slurry Seal $1,320.01
2025 049 02 31ST PL MANHATTAN AVE MORNINGSIDE DR E AC 640 12 7,680 10-10-2024 72 Slurry Seal $3,072.03
2025 054 01 34TH PL PALM DR MANHATTAN AVE E AC 177 11 1,947 10-10-2024 78 Slurry Seal $778.81
2025 056 01 35TH PL PALM DR MANHATTAN AVE E AC 180 10 1,800 10-10-2024 75 Slurry Seal $720.01
2025 057 02 35TH ST MANHATTAN AVE HIGHLAND AVE E APC 341 14 4,774 10-10-2024 79 Slurry Seal $1,909.62
2025 063 03 5TH ST OCEAN VIEW AVE PINE CT E APC 152 28 4,256 10-24-2024 71 Slurry Seal $1,702.41
2025 064 01 6TH CT BEACH DR HERMOSA AVE E AC 280 20 5,600 10-24-2024 72 Slurry Seal $2,240.02
2025 065 01 6TH ST HERMOSA AVE MANHATTAN AVE C AC 299 40 11,960 10-22-2024 74 Slurry Seal $4,784.04
2025 065 03 6TH ST MONTEREY BLVD LOMA DR C AC 272 32 8,704 10-22-2024 77 Slurry Seal $3,481.63
2025 065 04 6TH ST LOMA DR CYPRESS AVE C AC 245 26 6,370 10-23-2024 74 Slurry Seal $2,548.02
2025 065 05 6TH ST CYPRESS AVE VALLEY DR C AC 338 28 9,464 10-23-2024 79 Slurry Seal $3,785.63
2025 065 06 6TH ST ARDMORE AVE PACIFIC COAST HWY E AC 706 28 19,768 10-24-2024 82 Slurry Seal $7,907.27
2025 067 02 7TH PL REYNOLDS LN CITY LIMIT E AC 111 30 3,330 10-25-2024 83 Slurry Seal $1,332.01
2025 068 02 7TH ST ARDMORE AVE END E AC 305 25 7,625 10-24-2024 71 Slurry Seal $3,050.03
2025 068 04 7TH ST PROSPECT AVE CITY LIMIT E AC 902 28 25,256 10-25-2024 80 Slurry Seal $10,102.48
2025 069 01 8TH CT BEACH DR HERMOSA AVE E AAC 322 20 6,440 10-24-2024 82 Slurry Seal $2,576.02
2025 070 02 8TH PL PACIFIC COAST HWY OCEAN DR E AC 684 24 16,416 10-25-2024 83 Slurry Seal $6,566.45
2025 070 03 8TH PL OCEAN DR PROSPECT AVE E AC 490 24 11,760 10-25-2024 83 Slurry Seal $4,704.04
2025 071 01 8TH ST HERMOSA AVE MANHATTAN AVE C AC 299 28 8,372 10-11-2024 81 Slurry Seal $3,348.83
2025 071 02 8TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 38 11,020 10-11-2024 77 Slurry Seal $4,408.04
2025 071 03 8TH ST MONTEREY BLVD LOMA DR C AC 270 38 10,260 10-11-2024 78 Slurry Seal $4,104.03
2025 071 04 8TH ST LOMA DR CYPRESS AVE C AC 246 28 6,888 10-11-2024 78 Slurry Seal $2,755.22
2025 071 09 8TH ST PROSPECT AVE CITY LIMIT E APC 847 28 23,716 10-25-2024 73 Slurry Seal $9,486.48
2025 073 02 9TH ST PACIFIC COAST HWY OCEAN DR E AC 676 24 16,224 10-25-2024 74 Slurry Seal $6,489.65
2025 079 03 ARDMORE AVE 8TH ST 5TH ST C AC 761 25 19,025 10-17-2024 74 Slurry Seal $7,610.06
2025 079 07 ARDMORE AVE 16TH ST 256' n/o PIER AVE C AAC 308 27 8,316 10-17-2024 84 Slurry Seal $3,326.43
2025 079 08 ARDMORE AVE 21ST ST 16TH ST C AAC 1,404 27 37,908 10-17-2024 80 Slurry Seal $15,163.33
2025 089 01 BAYVIEW DR 1ST ST 2ND ST E AC 461 20 9,220 10-11-2024 73 Slurry Seal $3,688.03
2025 089 03 BAYVIEW DR 4TH ST 6TH ST E AC 540 20 10,800 10-07-2024 78 Slurry Seal $4,320.04
2025 089 04 BAYVIEW DR 6TH ST 8TH ST E AC 540 20 10,800 10-07-2024 80 Slurry Seal $4,320.04
2025 089 06 BAYVIEW DR 10TH ST PIER AVE E AC 892 20 17,840 10-15-2024 71 Slurry Seal $7,136.06
2025 090 01 BEACH DR LYNDON ST 1ST ST E AC 435 20 8,700 10-15-2024 76 Slurry Seal $3,480.03
2025 090 03 BEACH DR 2ND ST 3RD ST E AC 273 20 5,460 10-15-2024 73 Slurry Seal $2,184.02
2025 090 04 BEACH DR 3RD ST 4TH ST E AC 390 20 5,440 10-15-2024 78 Slurry Seal $2,176.02
2025 090 05 BEACH DR 4TH ST 5TH ST E AC 273 20 5,460 10-15-2024 82 Slurry Seal $2,184.02
2025 090 06 BEACH DR 5TH ST 6TH ST E AC 269 20 5,380 10-15-2024 83 Slurry Seal $2,152.02
2025 090 07 BEACH DR 6TH ST 7TH ST E AC 270 20 5,400 10-15-2024 81 Slurry Seal $2,160.02
10-Year Work Plan with City’s Current Budget
City of Hermosa Beach 2024 Pavement Management Plan Update
Appendix B
Page 1 of 9Page 125 of 324
Work
Year Branch ID Section ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last Inpsection
Date
Condition at Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
10-Year Work Plan with City’s Current Budget
City of Hermosa Beach 2024 Pavement Management Plan Update
Appendix B
2025 090 08 BEACH DR 7TH ST 8TH ST E AC 270 20 5,400 10-15-2024 80 Slurry Seal $2,160.02
2025 090 09 BEACH DR 8TH ST 9TH ST E AC 270 20 5,400 10-15-2024 84 Slurry Seal $2,160.02
2025 090 10 BEACH DR 9TH ST 10TH ST E AC 270 20 5,400 10-15-2024 73 Slurry Seal $2,160.02
2025 090 11 BEACH DR 10TH ST 11TH ST E AC 270 20 5,400 10-15-2024 77 Slurry Seal $2,160.02
2025 090 12 BEACH DR 11TH ST PIER AVE E AC 290 20 5,800 10-15-2024 84 Slurry Seal $2,320.02
2025 090 13 BEACH DR PIER AVE 13TH ST E AC 290 22 6,380 10-15-2024 85 Slurry Seal $2,552.02
2025 090 15 BEACH DR 15TH ST 16TH ST E AC 270 20 5,400 10-15-2024 81 Slurry Seal $2,160.02
2025 090 16 BEACH DR 16TH ST 17TH ST E AC 270 20 5,400 10-15-2024 77 Slurry Seal $2,160.02
2025 090 17 BEACH DR 17TH ST 18TH ST E AC 270 20 5,400 10-15-2024 75 Slurry Seal $2,160.02
2025 090 19 BEACH DR 19TH ST 20TH ST E AC 271 20 5,420 10-15-2024 78 Slurry Seal $2,168.02
2025 090 21 BEACH DR 21ST ST 22ND ST E AC 288 20 5,760 10-15-2024 82 Slurry Seal $2,304.02
2025 092 01 BORDEN AVE 21ST ST END E AAC 284 33 9,372 10-23-2024 76 Slurry Seal $3,748.83
2025 101 01 CIRCLE CT CIRCLE DR MONTEREY BLVD E AC 169 30 5,070 10-15-2024 72 Slurry Seal $2,028.02
2025 108 02 CYPRESS AVE 6TH ST 8TH ST E AC 539 25 13,475 10-07-2024 82 Slurry Seal $5,390.04
2025 128 13 HERMOSA AVE 22ND ST 25TH ST A AC 808 36 29,088 10-16-2024 85 Slurry Seal $11,635.30
2025 128 15 HERMOSA AVE 26TH ST 27TH ST A AC 308 28 8,624 10-16-2024 84 Slurry Seal $3,449.63
2025 128 18 HERMOSA AVE LONGFELLOW AVE 34TH ST A AC 426 20 8,520 10-16-2024 81 Slurry Seal $3,408.03
2025 128 19 HERMOSA AVE 34TH ST 35TH ST A AC 223 20 4,460 10-16-2024 79 Slurry Seal $1,784.01
2025 128 20 HERMOSA AVE 35TH ST 34TH ST A AC 223 20 4,460 10-16-2024 73 Slurry Seal $1,784.01
2025 128 21 HERMOSA AVE 34TH ST LONGFELLOW AVE A AC 426 20 8,520 10-16-2024 82 Slurry Seal $3,408.03
2025 128 22 HERMOSA AVE LONGFELLOW AVE 30TH ST A AC 384 20 7,680 10-16-2024 82 Slurry Seal $3,072.03
2025 128 23 HERMOSA AVE 30TH ST 27TH ST A AC 651 20 13,020 10-16-2024 82 Slurry Seal $5,208.04
2025 128 28 HERMOSA AVE 21ST ST 19TH ST A AC 586 38 22,268 10-16-2024 85 Slurry Seal $8,907.27
2025 154 01 MASSEY AVE PROSPECT AVE 5TH ST E AAC 470 25 11,750 10-25-2024 76 Slurry Seal $4,700.04
2025 158 05 MONTEREY BLVD 8TH ST 10TH ST C AC 539 38 20,482 10-15-2024 79 Slurry Seal $8,192.87
2025 158 07 MONTEREY BLVD 11TH ST PIER AVE C AC 486 36 17,496 10-15-2024 73 Slurry Seal $6,998.46
2025 161 01 MORNINGSIDE DR 25TH ST END E AC 373 32 11,936 10-23-2024 71 Slurry Seal $4,774.44
2025 162 01 MYRTLE AVE 24TH ST 25TH ST E AC 573 30 17,190 10-23-2024 79 Slurry Seal $6,876.06
2025 162 02 MYRTLE AVE 25TH ST 26TH ST E AC 277 30 8,310 10-23-2024 77 Slurry Seal $3,324.03
2025 168 02 OZONE CT 24TH ST 25TH ST E AC 493 18 8,874 10-23-2024 76 Slurry Seal $3,549.63
2025 168 03 OZONE CT 25TH ST 26TH ST E AC 303 20 6,060 10-23-2024 77 Slurry Seal $2,424.02
2025 168 04 OZONE CT 26TH ST 27TH ST E AC 219 18 3,942 10-23-2024 82 Slurry Seal $1,576.81
2025 170 04 PALM DR 2ND ST 4TH ST E AC 540 20 10,800 10-11-2024 73 Slurry Seal $4,320.04
2025 170 05 PALM DR 4TH ST 6TH ST E AC 540 20 10,800 10-11-2024 79 Slurry Seal $4,320.04
2025 170 07 PALM DR 8TH ST 10TH ST E AC 539 20 10,780 10-09-2024 80 Slurry Seal $4,312.04
2025 170 09 PALM DR PIER AVE 14TH ST E AC 538 20 10,760 10-09-2024 84 Slurry Seal $4,304.04
2025 170 10 PALM DR 14TH ST 16TH ST E AC 539 20 10,780 10-09-2024 74 Slurry Seal $4,312.04
2025 170 11 PALM DR 16TH ST 19TH ST E AC 827 20 16,540 10-09-2024 74 Slurry Seal $6,616.06
2025 170 12 PALM DR 19TH ST 21ST ST E AC 719 20 14,380 10-09-2024 79 Slurry Seal $5,752.05
2025 170 13 PALM DR 21ST ST 22ND ST E AC 289 20 5,780 10-09-2024 80 Slurry Seal $2,312.02
2025 170 17 PALM DR 26TH ST GREENWICH VILLAGE E AC 159 20 3,180 10-09-2024 71 Slurry Seal $1,272.01
2025 172 01 PARK AVE MONTEREY AVE LOMA DR E AC 150 30 4,500 10-23-2024 72 Slurry Seal $1,800.01
2025 172 02 PARK AVE LOMA DR 25TH ST E AC 522 30 15,660 10-23-2024 76 Slurry Seal $6,264.05
2025 181 01 RAYMOND AVE 16TH ST 17TH ST E AC 320 20 6,400 10-21-2024 84 Slurry Seal $2,560.02
2025 182 01 REYNOLDS LN VAN HORNE LN 5TH ST E AC 569 15 8,535 10-25-2024 71 Slurry Seal $3,414.03
2025 182 02 REYNOLDS LN 5TH ST 7TH PL E AC 405 15 6,075 10-25-2024 81 Slurry Seal $2,430.02
2025 186 01 SILVERSTRAND AVE 24TH ST 25TH ST E AC 664 30 19,920 10-23-2024 72 Slurry Seal $7,968.07
2025 195 05 VALLEY DR PIER AVE 18TH ST C AAC 1,250 28 35,000 10-17-2024 85 Slurry Seal $14,000.12
2025 195 07 VALLEY DR 20TH ST 24TH ST C AAC 598 28 16,744 10-17-2024 73 Slurry Seal $6,697.66
2025 195 10 VALLEY DR GOULD AVE 30TH ST C AAC 725 25 18,125 10-17-2024 79 Slurry Seal $7,250.06
2025 195 11 VALLEY DR 30TH ST LONGFELLOW AVE C AAC 370 32 11,840 10-17-2024 84 Slurry Seal $4,736.04
2025 199 01 OAK ST LOMA DR BARD ST E AC 557 20 11,140 10-23-2024 77 Slurry Seal $4,456.04
Page 2 of 9Page 126 of 324
Work
Year Branch ID Section ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last Inpsection
Date
Condition at Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
10-Year Work Plan with City’s Current Budget
City of Hermosa Beach 2024 Pavement Management Plan Update
Appendix B
2025 046 06 2ND ST VALLEY DR ARDMORE AVE C AC 578 30 17,340 10-21-2024 65 Mill and Overlay $86,562.02
2025 046 07 2ND ST ARDMORE AVE PACIFIC COAST HWY C AC 666 30 19,980 10-21-2024 61 Mill and Overlay $109,288.02
2025 071 05 8TH ST CYPRESS AVE VALLEY DR C AC 442 28 12,376 10-11-2024 65 Mill and Overlay $62,239.24
2025 146 04 LONGFELLOW AVE INGLESIDE DR VALLEY DR C AC 233 36 8,388 10-10-2024 56 Mill and Overlay $49,615.85
2025 149 15 MANHATTAN AVE 27TH ST 29TH ST C AC 466 30 13,980 10-09-2024 57 Mill and Overlay $82,147.47
2025 158 08 MONTEREY BLVD PIER AVE 16TH ST C AC 663 40 26,520 10-15-2024 64 Mill and Overlay $136,975.31
2025 158 09 MONTEREY BLVD 16TH ST 19TH ST C AC 845 40 33,800 10-15-2024 63 Mill and Overlay $178,630.91
2025 158 10 MONTEREY BLVD 19TH ST CIRCLE CT C AC 665 40 26,600 10-15-2024 67 Mill and Overlay $127,869.12
2025 170 18 PALM DR GREENWICH VILLAGE 27TH ST E AC 142 21 2,982 10-09-2024 72 Mill and Overlay $11,720.29
2025 170 23 PALM DR 31ST ST LONGFELLOW AVE E PCC 194 15 2,910 10-21-2024 92 Mill and Overlay $1,165.20
2025 170 24 PALM DR LONGFELLOW AVE 33RD ST E PCC 225 15 3,375 10-21-2024 92 Mill and Overlay $1,351.39
2025 170 26 PALM DR 34TH ST 35TH ST E PCC 218 15 3,270 10-21-2024 91 Mill and Overlay $1,309.35
2025 195 01 VALLEY DR HERONDO ST 2ND ST C AC 754 25 18,850 10-17-2024 65 Mill and Overlay $95,456.68
2025 195 04 VALLEY DR 11TH ST PIER AVE C AC 738 25 18,450 10-17-2024 60 Mill and Overlay $102,801.50
2025 195 06 VALLEY DR 18TH ST 20TH ST C AAC 486 28 13,608 10-17-2024 85 Mill and Overlay $5,448.81
2026 005 06 11TH ST PROSPECT AVE HARPER AVE E AC 604 25 15,100 10-25-2024 88 Slurry Seal $6,221.25
2026 040 02 27TH ST MANHATTAN AVE MORNINGSIDE DR C AC 640 42 26,880 11-05-2024 87 Slurry Seal $11,074.65
2026 065 02 6TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 40 11,600 10-22-2024 86 Slurry Seal $4,779.24
2026 068 01 7TH ST CYPRESS AVE VALLEY DR E AC 457 25 11,425 10-07-2024 89 Slurry Seal $4,707.14
2026 073 05 9TH ST PROSPECT AVE REYNOLDS LN E AC 806 28 22,568 10-23-2024 86 Slurry Seal $9,298.09
2026 075 03 ALLEY END TENNYSON PL N AC 537 11 5,907 11-06-2024 87 Slurry Seal $2,433.70
2026 090 14 BEACH DR 13TH ST 14TH ST E AC 270 21 5,170 10-15-2024 89 Slurry Seal $2,130.06
2026 118 03 GOULD AVE ARDMORE AVE PACIFIC COAST HWY A AAC 1,572 39 61,308 10-17-2024 88 Slurry Seal $25,259.11
2026 128 10 HERMOSA AVE 16TH ST 19TH ST A AC 823 36 29,628 10-16-2024 88 Slurry Seal $12,206.84
2026 128 11 HERMOSA AVE 19TH ST 21ST ST A AC 586 36 21,096 10-16-2024 88 Slurry Seal $8,691.62
2026 128 12 HERMOSA AVE 21ST ST 22ND ST A AC 356 36 12,816 10-16-2024 88 Slurry Seal $5,280.24
2026 128 14 HERMOSA AVE 25TH ST 26TH ST A AC 279 36 10,044 10-16-2024 88 Slurry Seal $4,138.16
2026 128 16 HERMOSA AVE 27TH ST 30TH ST A AC 655 20 13,100 10-16-2024 87 Slurry Seal $5,397.24
2026 128 17 HERMOSA AVE 30TH ST LONGFELLOW AVE A AC 384 20 7,680 10-16-2024 86 Slurry Seal $3,164.19
2026 128 25 HERMOSA AVE 26TH ST 25TH ST A AC 279 38 10,602 10-16-2024 86 Slurry Seal $4,368.06
2026 128 26 HERMOSA AVE 25TH ST 22ND ST A AC 808 38 30,704 10-16-2024 86 Slurry Seal $12,650.15
2026 128 29 HERMOSA AVE 19TH 16TH ST A AC 823 38 31,274 10-16-2024 87 Slurry Seal $12,885.00
2026 146 03 LONGFELLOW AVE MORNINGSIDE DR INGLESIDE DR C AC 490 40 19,600 10-10-2024 88 Slurry Seal $8,075.27
2026 170 08 PALM DR 10TH ST PIER AVE E AC 581 20 11,620 10-09-2024 88 Slurry Seal $4,787.48
2026 191 04 SUNSET DR 11TH ST PIER AVE E AC 549 20 10,980 10-17-2024 87 Slurry Seal $4,523.80
2026 195 09 VALLEY DR 25TH ST GOULD AVE C AAC 1,031 28 28,868 10-17-2024 86 Slurry Seal $11,893.71
2026 021 01 19TH ST HERMOSA AVE MANHATTAN AVE E AC 310 20 6,200 10-24-2024 62 Mill and Overlay $36,246.67
2026 023 01 1ST PL ARDMORE AVE PACIFIC COAST HWY E AC 653 26 16,978 10-23-2024 62 Mill and Overlay $100,254.76
2026 050 01 31ST ST HERMOSA AVE MANHATTAN AVE E PCC 312 25 7,800 10-21-2024 59 Mill and Overlay $112,472.46
2026 052 02 33RD PL MANHATTAN AVE HIGHLAND AVE E PCC 324 14 4,536 10-21-2024 67 Mill and Overlay $57,876.63
2026 053 01 33RD ST PALM DR MANHATTAN AVE E PCC 177 24 4,248 10-21-2024 59 Mill and Overlay $61,254.23
2026 059 04 3RD ST HOPKINS AVE HOLLOWELL AVE E AC 616 30 18,480 10-24-2024 61 Mill and Overlay $111,009.46
2026 061 06 4TH ST PACIFIC COAST HWY OCEAN VIEW AVE E PCC 304 25 7,600 10-21-2024 63 Mill and Overlay $109,588.55
2026 061 07 4TH ST HOPKINS AVE PROSPECT AVE E PCC 425 28 11,900 10-21-2024 59 Mill and Overlay $171,592.60
2026 071 08 8TH ST PACIFIC COAST HWY PROSPECT AVE E AC 1,119 20 22,380 10-25-2024 61 Mill and Overlay $133,398.99
2026 089 02 BAYVIEW DR 2ND ST 4TH ST E AC 540 20 10,800 10-11-2024 61 Mill and Overlay $65,409.95
2026 149 16 MANHATTAN AVE 29TH ST LONGFELLOW AVE C AC 598 30 17,940 10-09-2024 68 Mill and Overlay $92,872.10
2026 158 01 MONTEREY BLVD HERONDO ST 2ND ST C AC 820 40 32,800 10-11-2024 67 Mill and Overlay $172,703.78
2026 163 01 NEPTUNE AVE THE STRAND PALM DR E PCC 120 30 3,600 10-21-2024 59 Mill and Overlay $51,910.37
2026 195 08 VALLEY DR 24TH ST 25TH ST C AAC 675 28 18,900 10-17-2024 77 Mill and Overlay $54,883.33
2027 004 02 11TH PL END PACIFIC COAST HWY E AAC 317 39 12,363 10-24-2024 91 Slurry Seal $5,246.41
2027 008 02 13TH ST PACIFIC COAST HWY OCEAN DR E AAC 689 25 17,225 10-23-2024 89 Slurry Seal $7,309.66
Page 3 of 9Page 127 of 324
Work
Year Branch ID Section ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last Inpsection
Date
Condition at Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
10-Year Work Plan with City’s Current Budget
City of Hermosa Beach 2024 Pavement Management Plan Update
Appendix B
2027 036 04 24TH ST PARK AVE VALLEY DR E AAC 1,132 26 29,432 10-15-2024 93 Slurry Seal $12,489.87
2027 046 02 2ND ST BEACH DR HERMOSA AVE C AC 148 40 5,920 10-21-2024 89 Slurry Seal $2,512.23
2027 075 09 ALLEY BEACH DR 22ND CT N AC 61 19 1,159 11-05-2024 92 Slurry Seal $491.84
2027 079 12 ARDMORE AVE 30TH ST BOUNDARY PL C AAC 413 22 9,086 10-17-2024 89 Slurry Seal $3,855.77
2027 116 02 GENTRY ST 6TH ST 110' S/O 6TH ST E AC 110 28 3,080 10-24-2024 89 Slurry Seal $1,307.04
2027 118 01 GOULD AVE MORNINGSIDE DR VALLEY DR C AAC 634 60 38,040 10-17-2024 90 Slurry Seal $16,142.79
2027 118 02 GOULD AVE VALLEY DR ARDMORE AVE C AC 160 54 8,640 10-17-2024 91 Slurry Seal $3,666.50
2027 118 04 GOULD AVE PACIFIC COAST HWY ARDMORE AVE A AAC 1,562 39 60,918 10-17-2024 89 Slurry Seal $25,851.38
2027 128 07 HERMOSA AVE 10TH ST PIER AVE A AC 559 36 20,124 10-16-2024 91 Slurry Seal $8,539.89
2027 128 08 HERMOSA AVE PIER AVE 15TH CT A AC 693 40 27,720 10-16-2024 89 Slurry Seal $11,763.36
2027 128 09 HERMOSA AVE 15TH CT 16TH ST A AC 406 36 14,616 10-16-2024 89 Slurry Seal $6,202.50
2027 128 27 HERMOSA AVE 22ND ST 21ST ST A AC 356 38 13,528 10-16-2024 90 Slurry Seal $5,740.79
2027 128 30 HERMOSA AVE 16TH ST 15TH CT A AC 406 38 15,428 10-16-2024 91 Slurry Seal $6,547.08
2027 128 31 HERMOSA AVE 15TH CT PIER AVE A AC 693 35 24,255 10-16-2024 91 Slurry Seal $10,292.94
2027 128 32 HERMOSA AVE PIER AVE 10TH ST A AC 559 36 20,124 10-16-2024 89 Slurry Seal $8,539.89
2027 170 03 PALM DR 1ST ST 2ND ST E AAC 440 20 8,800 10-11-2024 93 Slurry Seal $3,734.40
2027 170 15 PALM DR 24TH ST 25TH ST E AC 405 20 8,100 10-09-2024 93 Slurry Seal $3,437.34
2027 177 01 PORTER LN ARDMORE AVE GOULD AVE E AAC 645 30 19,350 11-05-2024 90 Slurry Seal $8,211.43
2027 005 02 11TH ST BEACH DR HERMOSA AVE E AC 379 40 15,160 10-24-2024 74 Mill and Overlay $72,844.37
2027 024 02 1ST ST ARDMORE AVE PACIFIC COAST HWY E AC 769 28 21,532 10-23-2024 73 Mill and Overlay $106,796.07
2027 039 01 27TH CT OZONE CT MORNINGSIDE DR E PCC 559 15 8,385 10-21-2024 65 Mill and Overlay $124,535.13
2027 054 02 34TH PL MANHATTAN AVE HIGHLAND AVE E PCC 326 10 3,260 10-21-2024 75 Mill and Overlay $23,064.96
2027 059 02 3RD ST ARDMORE AVE PACIFIC COAST HWY E AC 716 25 17,900 10-23-2024 78 Mill and Overlay $56,419.48
2027 081 01 ARTESIA BLVD PACIFIC COAST HWY HARPER AVE A AC 1,252 45 56,340 10-23-2024 59 Reconstruction $363,419.57
2027 085 03 AVIATION BLVD CORONA ST PROSPECT AVE A AC 379 30 11,370 10-17-2024 58 Reconstruction $74,512.59
2027 128 01 HERMOSA AVE HERONDO ST LYNDON ST A AC 260 28 7,280 10-16-2024 58 Reconstruction $47,716.78
2027 135 03 HOLLOWELL AVE PROSPECT AVE 6TH ST E PCC 629 28 17,612 10-21-2024 65 Mill and Overlay $261,575.75
2027 189 02 SPRINGFIELD AVE SPRINGFIELD AVE 21ST ST E PCC 540 25 13,500 10-21-2024 63 Mill and Overlay $200,503.79
2028 002 03 10TH ST HERMOSA AVE MANHATTAN AVE C AC 299 40 11,960 10-23-2024 92 Slurry Seal $5,227.65
2028 010 07 14TH ST PROSPECT AVE END E AC 461 24 11,064 10-21-2024 95 Slurry Seal $4,836.01
2028 012 02 15TH PL MIRA ST BONNIE BRAE ST E AC 455 20 9,100 10-21-2024 95 Slurry Seal $3,977.56
2028 021 05 19TH ST PROSPECT AVE HARPER AVE E AAC 679 25 16,975 10-23-2024 95 Slurry Seal $7,419.68
2028 025 03 20TH ST PROSPECT AVE HARPER AVE E AAC 611 26 15,886 10-23-2024 95 Slurry Seal $6,943.68
2028 027 01 20TH PL PROSPECT AVE HARPER AVE E AAC 564 25 14,100 10-23-2024 93 Slurry Seal $6,163.03
2028 029 07 21ST ST HARPER AVE PROSPECT AVE E AAC 512 32 16,384 10-23-2024 95 Slurry Seal $7,161.36
2028 036 06 24TH ST END HILLCREST DR E AC 198 28 7,044 10-23-2024 95 Slurry Seal $3,078.89
2028 036 07 24TH ST PROSPECT AVE HARPER AVE E AAC 460 25 11,500 10-23-2024 95 Slurry Seal $5,026.59
2028 049 01 31ST PL PALM DR MANHATTAN AVE E AC 181 11 1,991 10-10-2024 95 Slurry Seal $870.26
2028 051 01 32ND PL PALM DR MANHATTAN AVE E AC 182 10 1,820 10-10-2024 95 Slurry Seal $795.51
2028 061 02 4TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 38 11,020 10-21-2024 94 Slurry Seal $4,816.78
2028 079 01 ARDMORE AVE END 2ND ST E AC 581 25 14,525 10-23-2024 93 Slurry Seal $6,348.80
2028 079 04 ARDMORE AVE 10TH ST 8TH ST C AAC 673 25 16,825 10-17-2024 95 Slurry Seal $7,354.11
2028 079 05 ARDMORE AVE PIER AVE 10TH ST C AAC 963 25 24,075 10-17-2024 95 Slurry Seal $10,523.05
2028 079 09 ARDMORE AVE PORTER LN 21ST ST C AAC 1,216 27 32,432 10-17-2024 95 Slurry Seal $14,175.85
2028 079 10 ARDMORE AVE GOULD TER PORTER LN C AAC 814 27 21,663 10-17-2024 95 Slurry Seal $9,468.78
2028 079 11 ARDMORE AVE GOULD AVE 30TH ST C AAC 624 22 13,728 10-17-2024 95 Slurry Seal $6,000.43
2028 082 01 AUBREY PARK CT AVIATION BLVD END E AAC 378 15 5,670 10-23-2024 94 Slurry Seal $2,478.33
2028 083 01 AUBREY CT END AUBREY CT E AAC 93 18 1,674 10-23-2024 95 Slurry Seal $731.70
2028 105 02 CORONA ST 14TH ST END E AC 71 22 1,562 10-21-2024 95 Slurry Seal $682.74
2028 120 01 GOULD TER GOULD AVE END E AAC 937 20 18,740 10-17-2024 95 Slurry Seal $8,191.15
2028 125 01 HARPER AVE 11TH ST AVIATION BLVD E AC 591 25 14,775 10-23-2024 95 Slurry Seal $6,458.07
2028 125 02 HARPER AVE PALM ST CARNEGIE LN E AAC 1,275 19 20,400 10-23-2024 95 Slurry Seal $8,916.73
Page 4 of 9Page 128 of 324
Work
Year Branch ID Section ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last Inpsection
Date
Condition at Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
10-Year Work Plan with City’s Current Budget
City of Hermosa Beach 2024 Pavement Management Plan Update
Appendix B
2028 125 03 HARPER AVE CARNEGIE LN ARTESIA BLVD E AAC 1,265 15 18,975 10-23-2024 95 Slurry Seal $8,293.87
2028 132 01 HIGHLAND AVE 35TH ST LONGFELLOW AVE C AC 557 38 21,166 10-10-2024 95 Slurry Seal $9,251.54
2028 134 02 HILLCREST DR 21ST ST 24TH ST E AC 207 28 5,796 10-23-2024 95 Slurry Seal $2,533.40
2028 146 01 LONGFELLOW AVE HERMOSA AVE MANHATTAN AVE C AC 313 40 12,520 10-10-2024 92 Slurry Seal $5,472.42
2028 146 02 LONGFELLOW AVE MANHATTAN AVE MORNINGSIDE DR C AC 640 40 25,600 10-10-2024 93 Slurry Seal $11,189.62
2028 149 17 MANHATTAN AVE LONGFELLOW AVE NEPTUNE AVE C AC 775 30 23,250 10-09-2024 95 Slurry Seal $10,162.45
2028 157 01 MIRA ST 15TH PL 16TH ST E AC 121 22 2,662 10-21-2024 93 Slurry Seal $1,163.55
2028 159 01 MONTGOMERY DR AUBREY PARK CT OCEAN DR E AAC 276 17 4,692 10-23-2024 95 Slurry Seal $2,050.85
2028 164 05 OCEAN DR AVIATION BLVD 14TH ST E AAC 748 19 14,212 10-23-2024 95 Slurry Seal $6,211.99
2028 189 01 SPRINGFIELD AVE END SPRINGFIELD AVE E AAC 64 44 2,816 10-24-2024 95 Slurry Seal $1,230.86
2028 081 02 ARTESIA BLVD HARPER AVE PACIFIC COAST HWY A AC 1,254 45 56,430 10-23-2024 62 Reconstruction $371,465.17
2028 085 02 AVIATION BLVD OCEAN DR CORONA ST A AC 654 30 19,620 10-17-2024 57 Reconstruction $138,914.06
2028 128 06 HERMOSA AVE 8TH ST 10TH ST A AC 539 36 19,404 10-16-2024 62 Reconstruction $127,816.78
2028 128 35 HERMOSA AVE 6TH ST 4TH ST A AC 540 36 19,440 10-16-2024 61 Reconstruction $129,987.95
2028 133 01 HILL ST END HILL ST E AC 56 21 1,176 11-05-2024 63 Reconstruction $8,175.91
2028 174 03 PIER AVE MONTEREY BLVD BARD ST A AC 736 38 27,968 10-15-2024 59 Reconstruction $192,546.30
2028 174 10 PIER AVE BARD ST MONTEREY BLVD A AC 739 38 28,082 10-15-2024 57 Reconstruction $198,857.73
2028 174 11 PIER AVE MONTEREY BLVD MANHATTAN AVE A AC 395 38 15,010 10-15-2024 56 Reconstruction $121,174.50
2029 017 02 17TH ST PROSPECT AVE GOLDEN ST E AAC 371 24 8,904 10-23-2024 95 Slurry Seal $4,008.65
2029 017 03 17TH ST GOLDEN ST END E AAC 246 24 5,904 10-23-2024 95 Slurry Seal $2,658.02
2029 037 02 25TH ST MANHATTAN AVE MYRTLE AVE E AAC 285 30 8,550 10-15-2024 89 Slurry Seal $3,849.27
2029 065 09 6TH ST 58' s/o PROSPECT AVE PROSPECT AVE E AAC 58 28 1,624 10-24-2024 95 Slurry Seal $731.14
2029 068 03 7TH ST PACIFIC COAST HWY PROSPECT AVE E AAC 1,077 25 26,925 10-21-2024 95 Slurry Seal $12,121.83
2029 117 02 GOLDEN AVE 16TH ST 17TH ST E AAC 276 24 6,624 10-23-2024 95 Slurry Seal $2,982.17
2029 117 03 GOLDEN AVE 17TH ST END E AAC 161 24 3,864 10-23-2024 95 Slurry Seal $1,739.60
2029 180 01 PROSPECT AVE ANITA ST VAN HORNE LN C AAC 702 30 21,060 10-21-2024 95 Slurry Seal $9,481.37
2029 180 02 PROSPECT AVE VAN HORNE LN GENTRY ST C AAC 681 30 20,430 10-21-2024 95 Slurry Seal $9,197.73
2029 180 03 PROSPECT AVE GENTRY ST 6TH ST C AAC 586 30 17,580 10-21-2024 95 Slurry Seal $7,914.64
2029 180 04 PROSPECT AVE 6TH ST 8TH ST C AAC 575 30 17,250 10-21-2024 95 Slurry Seal $7,766.08
2029 180 05 PROSPECT AVE 8TH ST 9TH ST C AAC 345 30 10,350 10-21-2024 95 Slurry Seal $4,659.65
2029 180 06 PROSPECT AVE 9TH ST AVIATION BLVD C AAC 923 30 27,690 10-21-2024 95 Slurry Seal $12,466.24
2029 180 07 PROSPECT AVE AVIATION BLVD 14TH ST C AAC 486 36 17,496 10-21-2024 95 Slurry Seal $7,876.83
2029 180 08 PROSPECT AVE 14TH ST 15TH ST C AAC 248 36 8,928 10-23-2024 95 Slurry Seal $4,019.45
2029 180 09 PROSPECT AVE 15TH ST 17TH ST C AAC 815 36 29,340 10-23-2024 95 Slurry Seal $13,209.08
2029 180 10 PROSPECT AVE 17TH ST 20TH ST C AAC 883 36 31,788 10-23-2024 95 Slurry Seal $14,311.19
2029 180 11 PROSPECT AVE 20TH ST 21ST ST C AAC 459 36 16,524 10-23-2024 95 Slurry Seal $7,439.22
2029 180 12 PROSPECT AVE 21ST ST ARTESIA BLVD C AAC 574 30 17,220 10-23-2024 95 Slurry Seal $7,752.57
2029 180 13 PROSPECT AVE ARTESIA BLVD 21ST ST C AAC 567 30 17,010 10-23-2024 95 Slurry Seal $7,658.03
2029 197 01 VAN HORNE LN PROSPECT AVE REYNOLDS LN E AAC 51 26 1,380 10-21-2024 95 Slurry Seal $621.29
2029 071 06 8TH ST VALLEY DR ARDMORE AVE C AC 129 27 3,483 10-11-2024 54 Reconstruction $45,621.04
2029 085 01 AVIATION BLVD PACIFIC COAST HWY OCEAN DR A AC 746 30 22,380 10-17-2024 56 Reconstruction $248,430.63
2029 085 06 AVIATION BLVD PROSPECT AVE CORONA ST A AC 379 30 11,370 10-17-2024 52 Reconstruction $181,396.99
2029 128 02 HERMOSA AVE LYNDON ST 2ND ST A AC 907 36 32,652 10-16-2024 55 Reconstruction $402,418.46
2029 131 01 HERONDO ST HERMOSA AVE MONTEREY BLVD A AC 569 40 22,760 11-05-2024 63 Reconstruction $157,009.48
2029 131 02 HERONDO ST MONTEREY BLVD VALLEY DR A AC 784 40 31,360 11-05-2024 64 Reconstruction $213,829.23
2029 174 08 PIER AVE ARDMORE AVE VALLEY DR A AC 122 40 4,880 10-15-2024 48 Reconstruction $101,334.30
2030 008 01 13TH ST HERMOSA AVE BEACH DR E AC 435 30 13,050 10-24-2024 76 Slurry Seal $6,051.46
2030 015 02 16TH ST MANHATTAN AVE MONTEREY BLVD E AC 290 30 8,700 10-24-2024 80 Slurry Seal $4,034.31
2030 021 02 19TH ST MANHATTAN AVE MONTEREY BLVD E AC 274 30 8,220 10-24-2024 79 Slurry Seal $3,811.72
2030 025 01 20TH ST POWER ST VALLEY DR E AC 622 20 11,240 10-24-2024 76 Slurry Seal $5,212.14
2030 029 05 21ST ST PACIFIC COAST HWY RHODES ST C AC 339 38 12,882 10-23-2024 79 Slurry Seal $5,973.56
2030 032 01 22ND CT END (S)22ND ST E AC 313 12 3,756 10-24-2024 83 Slurry Seal $1,741.71
Page 5 of 9Page 129 of 324
Work
Year Branch ID Section ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last Inpsection
Date
Condition at Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
10-Year Work Plan with City’s Current Budget
City of Hermosa Beach 2024 Pavement Management Plan Update
Appendix B
2030 037 01 25TH ST HERMOSA AVE MANHATTAN AVE E AC 271 30 8,130 10-15-2024 76 Slurry Seal $3,769.99
2030 037 03 25TH ST MYRTLE AVE PARK AVE E AC 668 30 20,040 10-15-2024 79 Slurry Seal $9,292.82
2030 037 05 25TH ST ARDMORE AVE END E AC 413 24 9,912 10-24-2024 79 Slurry Seal $4,596.33
2030 048 05 30TH ST VALLEY DR ARDMORE AVE E AAC 132 25 3,300 10-24-2024 83 Slurry Seal $1,530.25
2030 054 01 34TH PL PALM DR MANHATTAN AVE E AC 177 11 1,947 10-10-2024 78 Slurry Seal $902.85
2030 056 01 35TH PL PALM DR MANHATTAN AVE E AC 180 10 1,800 10-10-2024 75 Slurry Seal $834.68
2030 057 02 35TH ST MANHATTAN AVE HIGHLAND AVE E APC 341 14 4,774 10-10-2024 79 Slurry Seal $2,213.77
2030 065 03 6TH ST MONTEREY BLVD LOMA DR C AC 272 32 8,704 10-22-2024 77 Slurry Seal $4,036.16
2030 065 05 6TH ST CYPRESS AVE VALLEY DR C AC 338 28 9,464 10-23-2024 79 Slurry Seal $4,388.58
2030 065 06 6TH ST ARDMORE AVE PACIFIC COAST HWY E AC 706 28 19,768 10-24-2024 82 Slurry Seal $9,166.69
2030 067 02 7TH PL REYNOLDS LN CITY LIMIT E AC 111 30 3,330 10-25-2024 83 Slurry Seal $1,544.17
2030 068 04 7TH ST PROSPECT AVE CITY LIMIT E AC 902 28 25,256 10-25-2024 80 Slurry Seal $11,711.55
2030 069 01 8TH CT BEACH DR HERMOSA AVE E AAC 322 20 6,440 10-24-2024 82 Slurry Seal $2,986.31
2030 070 02 8TH PL PACIFIC COAST HWY OCEAN DR E AC 684 24 16,416 10-25-2024 83 Slurry Seal $7,612.32
2030 070 03 8TH PL OCEAN DR PROSPECT AVE E AC 490 24 11,760 10-25-2024 83 Slurry Seal $5,453.27
2030 071 01 8TH ST HERMOSA AVE MANHATTAN AVE C AC 299 28 8,372 10-11-2024 81 Slurry Seal $3,882.21
2030 071 02 8TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 38 11,020 10-11-2024 77 Slurry Seal $5,110.12
2030 071 03 8TH ST MONTEREY BLVD LOMA DR C AC 270 38 10,260 10-11-2024 78 Slurry Seal $4,757.70
2030 071 04 8TH ST LOMA DR CYPRESS AVE C AC 246 28 6,888 10-11-2024 78 Slurry Seal $3,194.06
2030 079 07 ARDMORE AVE 16TH ST 256' n/o PIER AVE C AAC 308 27 8,316 10-17-2024 84 Slurry Seal $3,856.24
2030 079 08 ARDMORE AVE 21ST ST 16TH ST C AAC 1,404 27 37,908 10-17-2024 80 Slurry Seal $17,578.45
2030 089 03 BAYVIEW DR 4TH ST 6TH ST E AC 540 20 10,800 10-07-2024 78 Slurry Seal $5,008.11
2030 089 04 BAYVIEW DR 6TH ST 8TH ST E AC 540 20 10,800 10-07-2024 80 Slurry Seal $5,008.11
2030 090 01 BEACH DR LYNDON ST 1ST ST E AC 435 20 8,700 10-15-2024 76 Slurry Seal $4,034.31
2030 090 04 BEACH DR 3RD ST 4TH ST E AC 390 20 5,440 10-15-2024 78 Slurry Seal $2,522.60
2030 090 05 BEACH DR 4TH ST 5TH ST E AC 273 20 5,460 10-15-2024 82 Slurry Seal $2,531.88
2030 090 06 BEACH DR 5TH ST 6TH ST E AC 269 20 5,380 10-15-2024 83 Slurry Seal $2,494.78
2030 090 07 BEACH DR 6TH ST 7TH ST E AC 270 20 5,400 10-15-2024 81 Slurry Seal $2,504.05
2030 090 08 BEACH DR 7TH ST 8TH ST E AC 270 20 5,400 10-15-2024 80 Slurry Seal $2,504.05
2030 090 09 BEACH DR 8TH ST 9TH ST E AC 270 20 5,400 10-15-2024 84 Slurry Seal $2,504.05
2030 090 11 BEACH DR 10TH ST 11TH ST E AC 270 20 5,400 10-15-2024 77 Slurry Seal $2,504.05
2030 090 12 BEACH DR 11TH ST PIER AVE E AC 290 20 5,800 10-15-2024 84 Slurry Seal $2,689.54
2030 090 13 BEACH DR PIER AVE 13TH ST E AC 290 22 6,380 10-15-2024 85 Slurry Seal $2,958.49
2030 090 15 BEACH DR 15TH ST 16TH ST E AC 270 20 5,400 10-15-2024 81 Slurry Seal $2,504.05
2030 090 16 BEACH DR 16TH ST 17TH ST E AC 270 20 5,400 10-15-2024 77 Slurry Seal $2,504.05
2030 090 17 BEACH DR 17TH ST 18TH ST E AC 270 20 5,400 10-15-2024 75 Slurry Seal $2,504.05
2030 090 19 BEACH DR 19TH ST 20TH ST E AC 271 20 5,420 10-15-2024 78 Slurry Seal $2,513.33
2030 090 21 BEACH DR 21ST ST 22ND ST E AC 288 20 5,760 10-15-2024 82 Slurry Seal $2,670.99
2030 092 01 BORDEN AVE 21ST ST END E AAC 284 33 9,372 10-23-2024 76 Slurry Seal $4,345.92
2030 108 02 CYPRESS AVE 6TH ST 8TH ST E AC 539 25 13,475 10-07-2024 82 Slurry Seal $6,248.54
2030 128 13 HERMOSA AVE 22ND ST 25TH ST A AC 808 36 29,088 10-16-2024 85 Slurry Seal $13,488.50
2030 128 15 HERMOSA AVE 26TH ST 27TH ST A AC 308 28 8,624 10-16-2024 84 Slurry Seal $3,999.07
2030 128 18 HERMOSA AVE LONGFELLOW AVE 34TH ST A AC 426 20 8,520 10-16-2024 81 Slurry Seal $3,950.84
2030 128 19 HERMOSA AVE 34TH ST 35TH ST A AC 223 20 4,460 10-16-2024 79 Slurry Seal $2,068.16
2030 128 21 HERMOSA AVE 34TH ST LONGFELLOW AVE A AC 426 20 8,520 10-16-2024 82 Slurry Seal $3,950.84
2030 128 22 HERMOSA AVE LONGFELLOW AVE 30TH ST A AC 384 20 7,680 10-16-2024 82 Slurry Seal $3,561.32
2030 128 23 HERMOSA AVE 30TH ST 27TH ST A AC 651 20 13,020 10-16-2024 82 Slurry Seal $6,037.55
2030 128 28 HERMOSA AVE 21ST ST 19TH ST A AC 586 38 22,268 10-16-2024 85 Slurry Seal $10,325.97
2030 154 01 MASSEY AVE PROSPECT AVE 5TH ST E AAC 470 25 11,750 10-25-2024 76 Slurry Seal $5,448.63
2030 158 05 MONTEREY BLVD 8TH ST 10TH ST C AC 539 38 20,482 10-15-2024 79 Slurry Seal $9,497.78
2030 162 01 MYRTLE AVE 24TH ST 25TH ST E AC 573 30 17,190 10-23-2024 79 Slurry Seal $7,971.23
2030 162 02 MYRTLE AVE 25TH ST 26TH ST E AC 277 30 8,310 10-23-2024 77 Slurry Seal $3,853.46
Page 6 of 9Page 130 of 324
Work
Year Branch ID Section ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last Inpsection
Date
Condition at Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
10-Year Work Plan with City’s Current Budget
City of Hermosa Beach 2024 Pavement Management Plan Update
Appendix B
2030 168 02 OZONE CT 24TH ST 25TH ST E AC 493 18 8,874 10-23-2024 76 Slurry Seal $4,114.99
2030 168 03 OZONE CT 25TH ST 26TH ST E AC 303 20 6,060 10-23-2024 77 Slurry Seal $2,810.10
2030 168 04 OZONE CT 26TH ST 27TH ST E AC 219 18 3,942 10-23-2024 82 Slurry Seal $1,827.96
2030 170 05 PALM DR 4TH ST 6TH ST E AC 540 20 10,800 10-11-2024 79 Slurry Seal $5,008.11
2030 170 07 PALM DR 8TH ST 10TH ST E AC 539 20 10,780 10-09-2024 80 Slurry Seal $4,998.83
2030 170 09 PALM DR PIER AVE 14TH ST E AC 538 20 10,760 10-09-2024 84 Slurry Seal $4,989.56
2030 170 12 PALM DR 19TH ST 21ST ST E AC 719 20 14,380 10-09-2024 79 Slurry Seal $6,668.20
2030 170 13 PALM DR 21ST ST 22ND ST E AC 289 20 5,780 10-09-2024 80 Slurry Seal $2,680.26
2030 172 02 PARK AVE LOMA DR 25TH ST E AC 522 30 15,660 10-23-2024 76 Slurry Seal $7,261.75
2030 181 01 RAYMOND AVE 16TH ST 17TH ST E AC 320 20 6,400 10-21-2024 84 Slurry Seal $2,967.77
2030 182 02 REYNOLDS LN 5TH ST 7TH PL E AC 405 15 6,075 10-25-2024 81 Slurry Seal $2,817.06
2030 195 05 VALLEY DR PIER AVE 18TH ST C AAC 1,250 28 35,000 10-17-2024 85 Slurry Seal $16,229.97
2030 195 10 VALLEY DR GOULD AVE 30TH ST C AAC 725 25 18,125 10-17-2024 79 Slurry Seal $8,404.81
2030 195 11 VALLEY DR 30TH ST LONGFELLOW AVE C AAC 370 32 11,840 10-17-2024 84 Slurry Seal $5,490.37
2030 199 01 OAK ST LOMA DR BARD ST E AC 557 20 11,140 10-23-2024 77 Slurry Seal $5,165.77
2030 128 03 HERMOSA AVE 2ND ST 4TH ST A AC 541 36 19,476 10-16-2024 65 Reconstruction $140,012.17
2030 128 04 HERMOSA AVE 4TH ST 6TH ST A AC 540 36 19,440 10-16-2024 66 Reconstruction $137,814.19
2030 128 37 HERMOSA AVE 2ND ST LYNDON ST A AC 914 36 32,904 10-16-2024 51 Reconstruction $664,661.22
2030 174 09 PIER AVE VALLEY DR BARD ST A AC 230 38 8,740 10-15-2024 48 Reconstruction $192,505.01
2031 005 06 11TH ST PROSPECT AVE HARPER AVE E AC 604 25 15,100 10-25-2024 88 Slurry Seal $7,212.14
2031 040 02 27TH ST MANHATTAN AVE MORNINGSIDE DR C AC 640 42 26,880 11-05-2024 87 Slurry Seal $12,838.56
2031 065 02 6TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 40 11,600 10-22-2024 86 Slurry Seal $5,540.45
2031 068 01 7TH ST CYPRESS AVE VALLEY DR E AC 457 25 11,425 10-07-2024 89 Slurry Seal $5,456.86
2031 073 05 9TH ST PROSPECT AVE REYNOLDS LN E AC 806 28 22,568 10-23-2024 86 Slurry Seal $10,779.04
2031 075 03 ALLEY END TENNYSON PL N AC 537 11 5,907 11-06-2024 87 Slurry Seal $2,821.33
2031 090 14 BEACH DR 13TH ST 14TH ST E AC 270 21 5,170 10-15-2024 89 Slurry Seal $2,469.32
2031 118 03 GOULD AVE ARDMORE AVE PACIFIC COAST HWY A AAC 1,572 39 61,308 10-17-2024 88 Slurry Seal $29,282.23
2031 128 10 HERMOSA AVE 16TH ST 19TH ST A AC 823 36 29,628 10-16-2024 88 Slurry Seal $14,151.07
2031 128 11 HERMOSA AVE 19TH ST 21ST ST A AC 586 36 21,096 10-16-2024 88 Slurry Seal $10,075.97
2031 128 12 HERMOSA AVE 21ST ST 22ND ST A AC 356 36 12,816 10-16-2024 88 Slurry Seal $6,121.24
2031 128 14 HERMOSA AVE 25TH ST 26TH ST A AC 279 36 10,044 10-16-2024 88 Slurry Seal $4,797.26
2031 128 16 HERMOSA AVE 27TH ST 30TH ST A AC 655 20 13,100 10-16-2024 87 Slurry Seal $6,256.89
2031 128 17 HERMOSA AVE 30TH ST LONGFELLOW AVE A AC 384 20 7,680 10-16-2024 86 Slurry Seal $3,668.16
2031 128 25 HERMOSA AVE 26TH ST 25TH ST A AC 279 38 10,602 10-16-2024 86 Slurry Seal $5,063.78
2031 128 26 HERMOSA AVE 25TH ST 22ND ST A AC 808 38 30,704 10-16-2024 86 Slurry Seal $14,664.99
2031 128 29 HERMOSA AVE 19TH 16TH ST A AC 823 38 31,274 10-16-2024 87 Slurry Seal $14,937.24
2031 146 03 LONGFELLOW AVE MORNINGSIDE DR INGLESIDE DR C AC 490 40 19,600 10-10-2024 88 Slurry Seal $9,361.45
2031 170 08 PALM DR 10TH ST PIER AVE E AC 581 20 11,620 10-09-2024 88 Slurry Seal $5,550.00
2031 191 04 SUNSET DR 11TH ST PIER AVE E AC 549 20 10,980 10-17-2024 87 Slurry Seal $5,244.32
2031 195 09 VALLEY DR 25TH ST GOULD AVE C AAC 1,031 28 28,868 10-17-2024 86 Slurry Seal $13,788.08
2031 033 01 22ND ST END HERMOSA AVE C AC 154 40 6,160 10-21-2024 66 Reconstruction $46,539.79
2031 085 07 AVIATION BLVD CORONA ST OCEAN DR A AC 654 30 19,620 10-17-2024 50 Reconstruction $445,109.46
2031 128 33 HERMOSA AVE 10TH ST 8TH ST A AC 539 36 19,404 10-16-2024 51 Reconstruction $440,209.17
2031 128 38 HERMOSA AVE LYNDON ST HERONDO ST A AC 259 28 7,252 10-16-2024 68 Reconstruction $53,377.78
2031 174 12 PIER AVE MANHATTAN AVE HERMOSA AVE A AC 373 38 14,174 10-15-2024 49 Reconstruction $321,558.69
2032 004 02 11TH PL END PACIFIC COAST HWY E AAC 317 39 12,363 10-24-2024 91 Slurry Seal $6,082.02
2032 008 02 13TH ST PACIFIC COAST HWY OCEAN DR E AAC 689 25 17,225 10-23-2024 89 Slurry Seal $8,473.90
2032 036 04 24TH ST PARK AVE VALLEY DR E AAC 1,132 26 29,432 10-15-2024 93 Slurry Seal $14,479.18
2032 046 02 2ND ST BEACH DR HERMOSA AVE C AC 148 40 5,920 10-21-2024 89 Slurry Seal $2,912.37
2032 075 09 ALLEY BEACH DR 22ND CT N AC 61 19 1,159 11-05-2024 92 Slurry Seal $570.17
2032 079 12 ARDMORE AVE 30TH ST BOUNDARY PL C AAC 413 22 9,086 10-17-2024 89 Slurry Seal $4,469.89
2032 116 02 GENTRY ST 6TH ST 110' S/O 6TH ST E AC 110 28 3,080 10-24-2024 89 Slurry Seal $1,515.22
Page 7 of 9Page 131 of 324
Work
Year Branch ID Section ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last Inpsection
Date
Condition at Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
10-Year Work Plan with City’s Current Budget
City of Hermosa Beach 2024 Pavement Management Plan Update
Appendix B
2032 118 01 GOULD AVE MORNINGSIDE DR VALLEY DR C AAC 634 60 38,040 10-17-2024 90 Slurry Seal $18,713.92
2032 118 02 GOULD AVE VALLEY DR ARDMORE AVE C AC 160 54 8,640 10-17-2024 91 Slurry Seal $4,250.48
2032 118 04 GOULD AVE PACIFIC COAST HWY ARDMORE AVE A AAC 1,562 39 60,918 10-17-2024 89 Slurry Seal $29,968.83
2032 128 07 HERMOSA AVE 10TH ST PIER AVE A AC 559 36 20,124 10-16-2024 91 Slurry Seal $9,900.08
2032 128 08 HERMOSA AVE PIER AVE 15TH CT A AC 693 40 27,720 10-16-2024 89 Slurry Seal $13,636.95
2032 128 09 HERMOSA AVE 15TH CT 16TH ST A AC 406 36 14,616 10-16-2024 89 Slurry Seal $7,190.39
2032 128 27 HERMOSA AVE 22ND ST 21ST ST A AC 356 38 13,528 10-16-2024 90 Slurry Seal $6,655.15
2032 128 30 HERMOSA AVE 16TH ST 15TH CT A AC 406 38 15,428 10-16-2024 91 Slurry Seal $7,589.86
2032 128 31 HERMOSA AVE 15TH CT PIER AVE A AC 693 35 24,255 10-16-2024 91 Slurry Seal $11,932.34
2032 128 32 HERMOSA AVE PIER AVE 10TH ST A AC 559 36 20,124 10-16-2024 89 Slurry Seal $9,900.08
2032 170 03 PALM DR 1ST ST 2ND ST E AAC 440 20 8,800 10-11-2024 93 Slurry Seal $4,329.19
2032 170 15 PALM DR 24TH ST 25TH ST E AC 405 20 8,100 10-09-2024 93 Slurry Seal $3,984.82
2032 177 01 PORTER LN ARDMORE AVE GOULD AVE E AAC 645 30 19,350 11-05-2024 90 Slurry Seal $9,519.30
2032 085 04 AVIATION BLVD PROSPECT AVE HARPER AVE A AC 358 30 10,740 10-17-2024 48 Reconstruction $250,962.79
2032 085 08 AVIATION BLVD OCEAN DR PACIFIC COAST HWY A AC 740 30 22,200 10-17-2024 49 Reconstruction $518,749.89
2032 122 01 GREENWICH VILLAGE HERMOSA AVE 27TH ST C AC 390 30 11,700 10-23-2024 67 Reconstruction $92,846.89
2032 128 24 HERMOSA AVE 27TH ST 26TH ST A AC 308 20 6,160 10-16-2024 70 Reconstruction $47,094.55
2032 128 34 HERMOSA AVE 8TH ST 6TH ST A AC 539 36 19,404 10-16-2024 70 Reconstruction $148,347.84
2032 128 36 HERMOSA AVE 4TH ST 2ND ST A AC 541 36 19,476 10-16-2024 70 Reconstruction $148,898.30
2032 174 02 PIER AVE MANHATTAN AVE MONTEREY BLVD A AC 395 38 15,010 10-15-2024 70 Reconstruction $114,754.75
2033 002 03 10TH ST HERMOSA AVE MANHATTAN AVE C AC 299 40 11,960 10-23-2024 92 Slurry Seal $6,060.28
2033 010 07 14TH ST PROSPECT AVE END E AC 461 24 11,064 10-21-2024 95 Slurry Seal $5,606.26
2033 012 02 15TH PL MIRA ST BONNIE BRAE ST E AC 455 20 9,100 10-21-2024 95 Slurry Seal $4,611.08
2033 021 05 19TH ST PROSPECT AVE HARPER AVE E AAC 679 25 16,975 10-23-2024 95 Slurry Seal $8,601.44
2033 025 03 20TH ST PROSPECT AVE HARPER AVE E AAC 611 26 15,886 10-23-2024 95 Slurry Seal $8,049.63
2033 027 01 20TH PL PROSPECT AVE HARPER AVE E AAC 564 25 14,100 10-23-2024 93 Slurry Seal $7,144.64
2033 029 07 21ST ST HARPER AVE PROSPECT AVE E AAC 512 32 16,384 10-23-2024 95 Slurry Seal $8,301.97
2033 036 06 24TH ST END HILLCREST DR E AC 198 28 7,044 10-23-2024 95 Slurry Seal $3,569.28
2033 036 07 24TH ST PROSPECT AVE HARPER AVE E AAC 460 25 11,500 10-23-2024 95 Slurry Seal $5,827.19
2033 049 01 31ST PL PALM DR MANHATTAN AVE E AC 181 11 1,991 10-10-2024 95 Slurry Seal $1,008.86
2033 051 01 32ND PL PALM DR MANHATTAN AVE E AC 182 10 1,820 10-10-2024 95 Slurry Seal $922.22
2033 061 02 4TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 38 11,020 10-21-2024 94 Slurry Seal $5,583.97
2033 079 01 ARDMORE AVE END 2ND ST E AC 581 25 14,525 10-23-2024 93 Slurry Seal $7,360.00
2033 079 04 ARDMORE AVE 10TH ST 8TH ST C AAC 673 25 16,825 10-17-2024 95 Slurry Seal $8,525.43
2033 079 05 ARDMORE AVE PIER AVE 10TH ST C AAC 963 25 24,075 10-17-2024 95 Slurry Seal $12,199.10
2033 079 09 ARDMORE AVE PORTER LN 21ST ST C AAC 1,216 27 32,432 10-17-2024 95 Slurry Seal $16,433.69
2033 079 10 ARDMORE AVE GOULD TER PORTER LN C AAC 814 27 21,663 10-17-2024 95 Slurry Seal $10,976.91
2033 079 11 ARDMORE AVE GOULD AVE 30TH ST C AAC 624 22 13,728 10-17-2024 95 Slurry Seal $6,956.15
2033 082 01 AUBREY PARK CT AVIATION BLVD END E AAC 378 15 5,670 10-23-2024 94 Slurry Seal $2,873.06
2033 083 01 AUBREY CT END AUBREY CT E AAC 93 18 1,674 10-23-2024 95 Slurry Seal $848.24
2033 105 02 CORONA ST 14TH ST END E AC 71 22 1,562 10-21-2024 95 Slurry Seal $791.48
2033 120 01 GOULD TER GOULD AVE END E AAC 937 20 18,740 10-17-2024 95 Slurry Seal $9,495.79
2033 125 01 HARPER AVE 11TH ST AVIATION BLVD E AC 591 25 14,775 10-23-2024 95 Slurry Seal $7,486.67
2033 125 02 HARPER AVE PALM ST CARNEGIE LN E AAC 1,275 19 20,400 10-23-2024 95 Slurry Seal $10,336.93
2033 125 03 HARPER AVE CARNEGIE LN ARTESIA BLVD E AAC 1,265 15 18,975 10-23-2024 95 Slurry Seal $9,614.86
2033 132 01 HIGHLAND AVE 35TH ST LONGFELLOW AVE C AC 557 38 21,166 10-10-2024 95 Slurry Seal $10,725.07
2033 134 02 HILLCREST DR 21ST ST 24TH ST E AC 207 28 5,796 10-23-2024 95 Slurry Seal $2,936.90
2033 146 01 LONGFELLOW AVE HERMOSA AVE MANHATTAN AVE C AC 313 40 12,520 10-10-2024 92 Slurry Seal $6,344.04
2033 146 02 LONGFELLOW AVE MANHATTAN AVE MORNINGSIDE DR C AC 640 40 25,600 10-10-2024 93 Slurry Seal $12,971.83
2033 149 17 MANHATTAN AVE LONGFELLOW AVE NEPTUNE AVE C AC 775 30 23,250 10-09-2024 95 Slurry Seal $11,781.06
2033 157 01 MIRA ST 15TH PL 16TH ST E AC 121 22 2,662 10-21-2024 93 Slurry Seal $1,348.87
2033 159 01 MONTGOMERY DR AUBREY PARK CT OCEAN DR E AAC 276 17 4,692 10-23-2024 95 Slurry Seal $2,377.49
Page 8 of 9Page 132 of 324
Work
Year Branch ID Section ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last Inpsection
Date
Condition at Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
10-Year Work Plan with City’s Current Budget
City of Hermosa Beach 2024 Pavement Management Plan Update
Appendix B
2033 164 05 OCEAN DR AVIATION BLVD 14TH ST E AAC 748 19 14,212 10-23-2024 95 Slurry Seal $7,201.39
2033 189 01 SPRINGFIELD AVE END SPRINGFIELD AVE E AAC 64 44 2,816 10-24-2024 95 Slurry Seal $1,426.90
2033 063 03 5TH ST OCEAN VIEW AVE PINE CT E APC 152 28 4,256 10-24-2024 71 Reconstruction $32,726.62
2033 128 05 HERMOSA AVE 6TH ST 8TH ST A AC 539 36 19,404 10-16-2024 50 Reconstruction $467,017.91
2033 174 05 PIER AVE VALLEY DR ARDMORE AVE A AC 122 40 4,880 10-15-2024 43 Reconstruction $117,452.45
2033 174 07 PIER AVE PACIFIC COAST HWY ARDMORE AVE A AC 655 36 23,580 10-15-2024 47 Reconstruction $567,526.40
2033 182 01 REYNOLDS LN VAN HORNE LN 5TH ST E AC 569 15 8,535 10-25-2024 71 Reconstruction $65,197.38
2034 017 02 17TH ST PROSPECT AVE GOLDEN ST E AAC 371 24 8,904 10-23-2024 95 Slurry Seal $4,647.12
2034 017 03 17TH ST GOLDEN ST END E AAC 246 24 5,904 10-23-2024 95 Slurry Seal $3,081.38
2034 037 02 25TH ST MANHATTAN AVE MYRTLE AVE E AAC 285 30 8,550 10-15-2024 89 Slurry Seal $4,462.36
2034 065 09 6TH ST 58' s/o PROSPECT AVE PROSPECT AVE E AAC 58 28 1,624 10-24-2024 95 Slurry Seal $847.59
2034 068 03 7TH ST PACIFIC COAST HWY PROSPECT AVE E AAC 1,077 25 26,925 10-21-2024 95 Slurry Seal $14,052.52
2034 117 02 GOLDEN AVE 16TH ST 17TH ST E AAC 276 24 6,624 10-23-2024 95 Slurry Seal $3,457.16
2034 117 03 GOLDEN AVE 17TH ST END E AAC 161 24 3,864 10-23-2024 95 Slurry Seal $2,016.67
2034 180 01 PROSPECT AVE ANITA ST VAN HORNE LN C AAC 702 30 21,060 10-21-2024 95 Slurry Seal $10,991.50
2034 180 02 PROSPECT AVE VAN HORNE LN GENTRY ST C AAC 681 30 20,430 10-21-2024 95 Slurry Seal $10,662.70
2034 180 03 PROSPECT AVE GENTRY ST 6TH ST C AAC 586 30 17,580 10-21-2024 95 Slurry Seal $9,175.24
2034 180 04 PROSPECT AVE 6TH ST 8TH ST C AAC 575 30 17,250 10-21-2024 95 Slurry Seal $9,003.01
2034 180 05 PROSPECT AVE 8TH ST 9TH ST C AAC 345 30 10,350 10-21-2024 95 Slurry Seal $5,401.81
2034 180 06 PROSPECT AVE 9TH ST AVIATION BLVD C AAC 923 30 27,690 10-21-2024 95 Slurry Seal $14,451.79
2034 180 07 PROSPECT AVE AVIATION BLVD 14TH ST C AAC 486 36 17,496 10-21-2024 95 Slurry Seal $9,131.40
2034 180 08 PROSPECT AVE 14TH ST 15TH ST C AAC 248 36 8,928 10-23-2024 95 Slurry Seal $4,659.64
2034 180 09 PROSPECT AVE 15TH ST 17TH ST C AAC 815 36 29,340 10-23-2024 95 Slurry Seal $15,312.95
2034 180 10 PROSPECT AVE 17TH ST 20TH ST C AAC 883 36 31,788 10-23-2024 95 Slurry Seal $16,590.59
2034 180 11 PROSPECT AVE 20TH ST 21ST ST C AAC 459 36 16,524 10-23-2024 95 Slurry Seal $8,624.10
2034 180 12 PROSPECT AVE 21ST ST ARTESIA BLVD C AAC 574 30 17,220 10-23-2024 95 Slurry Seal $8,987.35
2034 180 13 PROSPECT AVE ARTESIA BLVD 21ST ST C AAC 567 30 17,010 10-23-2024 95 Slurry Seal $8,877.75
2034 197 01 VAN HORNE LN PROSPECT AVE REYNOLDS LN E AAC 51 26 1,380 10-21-2024 95 Slurry Seal $720.24
2034 015 03 16TH ST MONTEREY BLVD LOMA DR E AC 160 30 4,800 10-24-2024 73 Reconstruction $37,816.51
2034 085 05 AVIATION BLVD CITY LIMIT PROSPECT AVE A AC 358 30 10,740 10-17-2024 45 Reconstruction $266,246.42
2034 170 04 PALM DR 2ND ST 4TH ST E AC 540 20 10,800 10-11-2024 73 Reconstruction $84,664.16
2034 174 01 PIER AVE HERMOSA AVE MANHATTAN AVE A AC 373 38 14,174 10-15-2024 46 Reconstruction $351,375.86
2034 174 06 PIER AVE ARDMORE AVE PACIFIC COAST HWY A AC 655 36 23,580 10-15-2024 41 Reconstruction $584,552.20
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Unlimited Budget
(by Work Year)
Page 144 of 324
Work Year Branch
ID
Section
ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last
Inpsection
Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
2025 002 04 10TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 38 11,020 10-24-2024 72.50 Slurry Seal $4,408.04
2025 008 01 13TH ST HERMOSA AVE BEACH DR E AC 435 30 13,050 10-24-2024 75.50 Slurry Seal $5,220.04
2025 010 03 14TH ST PACIFIC COAST HWY OCEAN DR E AC 690 24 16,560 10-21-2024 71.00 Slurry Seal $6,624.06
2025 011 01 15TH CT END HERMOSA AVE E AC 396 20 7,920 10-24-2024 71.00 Slurry Seal $3,168.03
2025 015 02 16TH ST MANHATTAN AVE MONTEREY BLVD E AC 290 30 8,700 10-24-2024 79.50 Slurry Seal $3,480.03
2025 015 03 16TH ST MONTEREY BLVD LOMA DR E AC 160 30 4,800 10-24-2024 72.60 Slurry Seal $1,920.02
2025 021 02 19TH ST MANHATTAN AVE MONTEREY BLVD E AC 274 30 8,220 10-24-2024 79.10 Slurry Seal $3,288.03
2025 025 01 20TH ST POWER ST VALLEY DR E AC 622 20 11,240 10-24-2024 75.60 Slurry Seal $4,496.04
2025 029 05 21ST ST PACIFIC COAST HWY RHODES ST C AC 339 38 12,882 10-23-2024 78.90 Slurry Seal $5,152.84
2025 029 06 21ST ST RHODES ST PROSPECT AVE C AC 433 35 15,155 10-21-2024 71.20 Slurry Seal $6,062.05
2025 032 01 22ND CT END (S)22ND ST E AC 313 12 3,756 10-24-2024 82.90 Slurry Seal $1,502.41
2025 035 02 24TH PL ARDMORE AVE PACIFIC COAST HWY E AC 809 28 20,552 10-24-2024 70.40 Slurry Seal $8,220.87
2025 037 01 25TH ST HERMOSA AVE MANHATTAN AVE E AC 271 30 8,130 10-15-2024 75.90 Slurry Seal $3,252.03
2025 037 03 25TH ST MYRTLE AVE PARK AVE E AC 668 30 20,040 10-15-2024 79.10 Slurry Seal $8,016.07
2025 037 05 25TH ST ARDMORE AVE END E AC 413 24 9,912 10-24-2024 78.90 Slurry Seal $3,964.83
2025 048 05 30TH ST VALLEY DR ARDMORE AVE E AAC 132 25 3,300 10-24-2024 83.10 Slurry Seal $1,320.01
2025 049 02 31ST PL MANHATTAN AVE MORNINGSIDE DR E AC 640 12 7,680 10-10-2024 71.50 Slurry Seal $3,072.03
2025 054 01 34TH PL PALM DR MANHATTAN AVE E AC 177 11 1,947 10-10-2024 77.60 Slurry Seal $778.81
2025 056 01 35TH PL PALM DR MANHATTAN AVE E AC 180 10 1,800 10-10-2024 75.10 Slurry Seal $720.01
2025 057 02 35TH ST MANHATTAN AVE HIGHLAND AVE E APC 341 14 4,774 10-10-2024 78.70 Slurry Seal $1,909.62
2025 063 03 5TH ST OCEAN VIEW AVE PINE CT E APC 152 28 4,256 10-24-2024 70.50 Slurry Seal $1,702.41
2025 064 01 6TH CT BEACH DR HERMOSA AVE E AC 280 20 5,600 10-24-2024 71.90 Slurry Seal $2,240.02
2025 065 01 6TH ST HERMOSA AVE MANHATTAN AVE C AC 299 40 11,960 10-22-2024 73.90 Slurry Seal $4,784.04
2025 065 03 6TH ST MONTEREY BLVD LOMA DR C AC 272 32 8,704 10-22-2024 77.30 Slurry Seal $3,481.63
2025 065 04 6TH ST LOMA DR CYPRESS AVE C AC 245 26 6,370 10-23-2024 74.10 Slurry Seal $2,548.02
2025 065 05 6TH ST CYPRESS AVE VALLEY DR C AC 338 28 9,464 10-23-2024 78.60 Slurry Seal $3,785.63
2025 065 06 6TH ST ARDMORE AVE PACIFIC COAST HWY E AC 706 28 19,768 10-24-2024 82.00 Slurry Seal $7,907.27
2025 067 02 7TH PL REYNOLDS LN CITY LIMIT E AC 111 30 3,330 10-25-2024 83.00 Slurry Seal $1,332.01
2025 068 02 7TH ST ARDMORE AVE END E AC 305 25 7,625 10-24-2024 70.50 Slurry Seal $3,050.03
2025 068 04 7TH ST PROSPECT AVE CITY LIMIT E AC 902 28 25,256 10-25-2024 80.40 Slurry Seal $10,102.48
2025 069 01 8TH CT BEACH DR HERMOSA AVE E AAC 322 20 6,440 10-24-2024 82.30 Slurry Seal $2,576.02
2025 070 02 8TH PL PACIFIC COAST HWY OCEAN DR E AC 684 24 16,416 10-25-2024 82.50 Slurry Seal $6,566.45
2025 070 03 8TH PL OCEAN DR PROSPECT AVE E AC 490 24 11,760 10-25-2024 82.50 Slurry Seal $4,704.04
2025 071 01 8TH ST HERMOSA AVE MANHATTAN AVE C AC 299 28 8,372 10-11-2024 80.60 Slurry Seal $3,348.83
2025 071 02 8TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 38 11,020 10-11-2024 76.80 Slurry Seal $4,408.04
2025 071 03 8TH ST MONTEREY BLVD LOMA DR C AC 270 38 10,260 10-11-2024 77.80 Slurry Seal $4,104.03
2025 071 04 8TH ST LOMA DR CYPRESS AVE C AC 246 28 6,888 10-11-2024 77.70 Slurry Seal $2,755.22
2025 071 09 8TH ST PROSPECT AVE CITY LIMIT E APC 847 28 23,716 10-25-2024 72.90 Slurry Seal $9,486.48
2025 073 02 9TH ST PACIFIC COAST HWY OCEAN DR E AC 676 24 16,224 10-25-2024 73.50 Slurry Seal $6,489.65
2025 079 03 ARDMORE AVE 8TH ST 5TH ST C AC 761 25 19,025 10-17-2024 73.60 Slurry Seal $7,610.06
2025 079 07 ARDMORE AVE 16TH ST 256' n/o PIER AVE C AAC 308 27 8,316 10-17-2024 84.30 Slurry Seal $3,326.43
2025 079 08 ARDMORE AVE 21ST ST 16TH ST C AAC 1,404 27 37,908 10-17-2024 80.00 Slurry Seal $15,163.33
2025 089 01 BAYVIEW DR 1ST ST 2ND ST E AC 461 20 9,220 10-11-2024 72.60 Slurry Seal $3,688.03
2025 089 03 BAYVIEW DR 4TH ST 6TH ST E AC 540 20 10,800 10-07-2024 78.20 Slurry Seal $4,320.04
2025 089 04 BAYVIEW DR 6TH ST 8TH ST E AC 540 20 10,800 10-07-2024 79.80 Slurry Seal $4,320.04
2025 089 06 BAYVIEW DR 10TH ST PIER AVE E AC 892 20 17,840 10-15-2024 71.00 Slurry Seal $7,136.06
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update
10-Year Work Plan with Unlimited Budget
Page 1 of 16Page 145 of 324
Work Year Branch
ID
Section
ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last
Inpsection
Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update
10-Year Work Plan with Unlimited Budget
2025 090 01 BEACH DR LYNDON ST 1ST ST E AC 435 20 8,700 10-15-2024 76.00 Slurry Seal $3,480.03
2025 090 03 BEACH DR 2ND ST 3RD ST E AC 273 20 5,460 10-15-2024 73.00 Slurry Seal $2,184.02
2025 090 04 BEACH DR 3RD ST 4TH ST E AC 390 20 5,440 10-15-2024 78.00 Slurry Seal $2,176.02
2025 090 05 BEACH DR 4TH ST 5TH ST E AC 273 20 5,460 10-15-2024 82.00 Slurry Seal $2,184.02
2025 090 06 BEACH DR 5TH ST 6TH ST E AC 269 20 5,380 10-15-2024 83.00 Slurry Seal $2,152.02
2025 090 07 BEACH DR 6TH ST 7TH ST E AC 270 20 5,400 10-15-2024 81.00 Slurry Seal $2,160.02
2025 090 08 BEACH DR 7TH ST 8TH ST E AC 270 20 5,400 10-15-2024 80.00 Slurry Seal $2,160.02
2025 090 09 BEACH DR 8TH ST 9TH ST E AC 270 20 5,400 10-15-2024 84.00 Slurry Seal $2,160.02
2025 090 10 BEACH DR 9TH ST 10TH ST E AC 270 20 5,400 10-15-2024 73.00 Slurry Seal $2,160.02
2025 090 11 BEACH DR 10TH ST 11TH ST E AC 270 20 5,400 10-15-2024 77.00 Slurry Seal $2,160.02
2025 090 12 BEACH DR 11TH ST PIER AVE E AC 290 20 5,800 10-15-2024 84.00 Slurry Seal $2,320.02
2025 090 13 BEACH DR PIER AVE 13TH ST E AC 290 22 6,380 10-15-2024 85.00 Slurry Seal $2,552.02
2025 090 15 BEACH DR 15TH ST 16TH ST E AC 270 20 5,400 10-15-2024 81.00 Slurry Seal $2,160.02
2025 090 16 BEACH DR 16TH ST 17TH ST E AC 270 20 5,400 10-15-2024 77.00 Slurry Seal $2,160.02
2025 090 17 BEACH DR 17TH ST 18TH ST E AC 270 20 5,400 10-15-2024 75.00 Slurry Seal $2,160.02
2025 090 19 BEACH DR 19TH ST 20TH ST E AC 271 20 5,420 10-15-2024 78.00 Slurry Seal $2,168.02
2025 090 21 BEACH DR 21ST ST 22ND ST E AC 288 20 5,760 10-15-2024 82.00 Slurry Seal $2,304.02
2025 092 01 BORDEN AVE 21ST ST END E AAC 284 33 9,372 10-23-2024 75.90 Slurry Seal $3,748.83
2025 101 01 CIRCLE CT CIRCLE DR MONTEREY BLVD E AC 169 30 5,070 10-15-2024 72.10 Slurry Seal $2,028.02
2025 108 02 CYPRESS AVE 6TH ST 8TH ST E AC 539 25 13,475 10-07-2024 82.30 Slurry Seal $5,390.04
2025 128 13 HERMOSA AVE 22ND ST 25TH ST A AC 808 36 29,088 10-16-2024 85.00 Slurry Seal $11,635.30
2025 128 15 HERMOSA AVE 26TH ST 27TH ST A AC 308 28 8,624 10-16-2024 84.00 Slurry Seal $3,449.63
2025 128 18 HERMOSA AVE LONGFELLOW AVE 34TH ST A AC 426 20 8,520 10-16-2024 81.00 Slurry Seal $3,408.03
2025 128 19 HERMOSA AVE 34TH ST 35TH ST A AC 223 20 4,460 10-16-2024 79.00 Slurry Seal $1,784.01
2025 128 20 HERMOSA AVE 35TH ST 34TH ST A AC 223 20 4,460 10-16-2024 73.00 Slurry Seal $1,784.01
2025 128 21 HERMOSA AVE 34TH ST LONGFELLOW AVE A AC 426 20 8,520 10-16-2024 82.00 Slurry Seal $3,408.03
2025 128 22 HERMOSA AVE LONGFELLOW AVE 30TH ST A AC 384 20 7,680 10-16-2024 82.00 Slurry Seal $3,072.03
2025 128 23 HERMOSA AVE 30TH ST 27TH ST A AC 651 20 13,020 10-16-2024 82.00 Slurry Seal $5,208.04
2025 128 28 HERMOSA AVE 21ST ST 19TH ST A AC 586 38 22,268 10-16-2024 85.00 Slurry Seal $8,907.27
2025 154 01 MASSEY AVE PROSPECT AVE 5TH ST E AAC 470 25 11,750 10-25-2024 75.80 Slurry Seal $4,700.04
2025 158 05 MONTEREY BLVD 8TH ST 10TH ST C AC 539 38 20,482 10-15-2024 79.20 Slurry Seal $8,192.87
2025 158 07 MONTEREY BLVD 11TH ST PIER AVE C AC 486 36 17,496 10-15-2024 72.60 Slurry Seal $6,998.46
2025 161 01 MORNINGSIDE DR 25TH ST END E AC 373 32 11,936 10-23-2024 71.00 Slurry Seal $4,774.44
2025 162 01 MYRTLE AVE 24TH ST 25TH ST E AC 573 30 17,190 10-23-2024 79.00 Slurry Seal $6,876.06
2025 162 02 MYRTLE AVE 25TH ST 26TH ST E AC 277 30 8,310 10-23-2024 77.00 Slurry Seal $3,324.03
2025 168 02 OZONE CT 24TH ST 25TH ST E AC 493 18 8,874 10-23-2024 76.00 Slurry Seal $3,549.63
2025 168 03 OZONE CT 25TH ST 26TH ST E AC 303 20 6,060 10-23-2024 77.00 Slurry Seal $2,424.02
2025 168 04 OZONE CT 26TH ST 27TH ST E AC 219 18 3,942 10-23-2024 82.00 Slurry Seal $1,576.81
2025 170 04 PALM DR 2ND ST 4TH ST E AC 540 20 10,800 10-11-2024 72.80 Slurry Seal $4,320.04
2025 170 05 PALM DR 4TH ST 6TH ST E AC 540 20 10,800 10-11-2024 78.90 Slurry Seal $4,320.04
2025 170 07 PALM DR 8TH ST 10TH ST E AC 539 20 10,780 10-09-2024 80.30 Slurry Seal $4,312.04
2025 170 09 PALM DR PIER AVE 14TH ST E AC 538 20 10,760 10-09-2024 84.10 Slurry Seal $4,304.04
2025 170 10 PALM DR 14TH ST 16TH ST E AC 539 20 10,780 10-09-2024 73.50 Slurry Seal $4,312.04
2025 170 11 PALM DR 16TH ST 19TH ST E AC 827 20 16,540 10-09-2024 73.50 Slurry Seal $6,616.06
2025 170 12 PALM DR 19TH ST 21ST ST E AC 719 20 14,380 10-09-2024 79.10 Slurry Seal $5,752.05
2025 170 13 PALM DR 21ST ST 22ND ST E AC 289 20 5,780 10-09-2024 79.50 Slurry Seal $2,312.02
Page 2 of 16Page 146 of 324
Work Year Branch
ID
Section
ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last
Inpsection
Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update
10-Year Work Plan with Unlimited Budget
2025 170 17 PALM DR 26TH ST GREENWICH VILLAGE E AC 159 20 3,180 10-09-2024 70.50 Slurry Seal $1,272.01
2025 172 01 PARK AVE MONTEREY AVE LOMA DR E AC 150 30 4,500 10-23-2024 72.00 Slurry Seal $1,800.01
2025 172 02 PARK AVE LOMA DR 25TH ST E AC 522 30 15,660 10-23-2024 76.00 Slurry Seal $6,264.05
2025 181 01 RAYMOND AVE 16TH ST 17TH ST E AC 320 20 6,400 10-21-2024 83.50 Slurry Seal $2,560.02
2025 182 01 REYNOLDS LN VAN HORNE LN 5TH ST E AC 569 15 8,535 10-25-2024 70.70 Slurry Seal $3,414.03
2025 182 02 REYNOLDS LN 5TH ST 7TH PL E AC 405 15 6,075 10-25-2024 80.70 Slurry Seal $2,430.02
2025 186 01 SILVERSTRAND AVE 24TH ST 25TH ST E AC 664 30 19,920 10-23-2024 72.00 Slurry Seal $7,968.07
2025 195 05 VALLEY DR PIER AVE 18TH ST C AAC 1,250 28 35,000 10-17-2024 84.80 Slurry Seal $14,000.12
2025 195 07 VALLEY DR 20TH ST 24TH ST C AAC 598 28 16,744 10-17-2024 73.40 Slurry Seal $6,697.66
2025 195 10 VALLEY DR GOULD AVE 30TH ST C AAC 725 25 18,125 10-17-2024 79.40 Slurry Seal $7,250.06
2025 195 11 VALLEY DR 30TH ST LONGFELLOW AVE C AAC 370 32 11,840 10-17-2024 84.10 Slurry Seal $4,736.04
2025 199 01 OAK ST LOMA DR BARD ST E AC 557 20 11,140 10-23-2024 77.00 Slurry Seal $4,456.04
2025 002 01 10TH ST THE STRAND BEACH DR E AC 103 35 3,605 10-24-2024 54.60 Reconstruction $21,947.95
2025 002 02 10TH ST BEACH DR HERMOSA AVE E AC 472 35 16,520 10-24-2024 52.80 Reconstruction $103,568.71
2025 002 05 10TH ST MONTEREY BLVD LOMA DR C AC 272 30 8,160 10-23-2024 48.70 Reconstruction $68,750.47
2025 002 07 10TH ST AVIATION BLVD OCEAN DR E AC 654 24 15,696 10-25-2024 53.00 Reconstruction $98,073.11
2025 004 03 11TH PL PROSPECT AVE HARPER AVE E AC 422 25 10,550 10-25-2024 36.10 Reconstruction $200,445.79
2025 005 02 11TH ST BEACH DR HERMOSA AVE E AC 379 40 15,160 10-24-2024 73.80 Mill and Overlay $45,910.37
2025 005 03 11TH ST MONTEREY BLVD LOMA DR E AC 269 38 10,222 10-24-2024 49.20 Reconstruction $82,929.28
2025 005 05 11TH ST ARDMORE AVE PACIFIC COAST HWY E AC 620 28 17,360 10-25-2024 44.50 Reconstruction $241,953.87
2025 010 02 14TH ST HERMOSA AVE MANHATTAN AVE E AC 455 30 13,650 10-24-2024 52.10 Reconstruction $86,531.88
2025 010 05 14TH ST BONNIE BRAE ST CORONA ST E AC 491 24 11,784 10-21-2024 46.30 Reconstruction $138,610.18
2025 012 01 15TH PL END MIRA ST E PCC 160 24 3,840 10-21-2024 49.20 Reconstruction $59,887.16
2025 013 01 15TH ST THE STRAND HERMOSA AVE E AC 575 38 21,850 10-24-2024 33.50 Reconstruction $415,141.28
2025 013 02 15TH ST PACIFIC COAST HWY OCEAN DR E AC 690 22 15,180 10-21-2024 49.90 Reconstruction $110,440.21
2025 014 01 16TH CT BEACH DR HERMOSA AVE E AC 484 19 9,196 10-24-2024 50.40 Reconstruction $60,812.43
2025 015 04 16TH ST ARDMORE AVE PACIFIC COAST HWY E AC 608 40 24,320 10-24-2024 38.80 Reconstruction $462,070.29
2025 015 05 16TH ST PACIFIC COAST HWY PROSPECT AVE E PCC 949 24 22,776 10-21-2024 50.00 Reconstruction $329,695.71
2025 016 01 17TH CT BEACH DR HERMOSA AVE E AC 498 19 9,462 10-21-2024 51.90 Reconstruction $60,200.50
2025 018 1 18TH CT BEACH DR HERMOSA AVE E AC 485 19 9,215 10-24-2024 54.50 Reconstruction $56,194.93
2025 019 02 18TH ST PACIFIC COAST HWY PROSPECT AVE E AC 752 30 22,560 10-21-2024 53.90 Reconstruction $139,019.93
2025 020 01 19TH CT BEACH DR HERMOSA AVE E AC 446 20 8,920 10-24-2024 52.90 Reconstruction $55,832.84
2025 021 01 19TH ST HERMOSA AVE MANHATTAN AVE E AC 310 20 6,200 10-24-2024 62.30 Mill and Overlay $32,921.56
2025 022 01 1ST CT PALM DR MONTEREY BLVD E PCC 449 20 8,980 10-21-2024 45.70 Reconstruction $184,052.15
2025 023 01 1ST PL ARDMORE AVE PACIFIC COAST HWY E AC 653 26 16,978 10-23-2024 61.80 Mill and Overlay $91,034.48
2025 023 02 1ST PL BARNEY CT PROSPECT AVE E AC 751 27 20,277 10-24-2024 50.90 Reconstruction $130,977.25
2025 024 01 1ST ST HERMOSA AVE MONTEREY BLVD E AC 591 40 23,640 10-11-2024 50.00 Reconstruction $172,580.90
2025 024 02 1ST ST ARDMORE AVE PACIFIC COAST HWY E AC 769 28 21,532 10-23-2024 72.70 Mill and Overlay $75,006.16
2025 024 03 1ST ST PACIFIC COAST HWY MEYER CT E AC 851 30 25,530 10-24-2024 50.80 Reconstruction $165,163.92
2025 024 04 1ST ST MEYER CT BARNEY CT E AC 180 30 5,400 10-24-2024 54.80 Reconstruction $32,768.20
2025 024 05 1ST ST BARNEY CT PROSPECT AVE E AC 732 28 20,496 10-24-2024 54.80 Reconstruction $124,373.52
2025 025 02 20TH ST PACIFIC COAST HWY RHODES ST E PCC 340 28 9,520 10-17-2024 52.00 Reconstruction $133,275.80
2025 026 01 20TH CT BEACH DR HERMOSA AVE E AC 384 20 7,680 10-24-2024 18.40 Reconstruction $145,916.93
2025 029 02 21ST ST POWER ST END E AC 194 26 5,044 10-24-2024 54.00 Reconstruction $31,011.67
2025 029 03 21ST ST VALLEY DR POWER ST E AC 580 26 15,080 10-24-2024 53.40 Reconstruction $93,635.62
2025 030 01 21ST CT BEACH DR HERMOSA AVE E AC 297 20 5,940 10-24-2024 54.70 Reconstruction $36,104.45
Page 3 of 16Page 147 of 324
Work Year Branch
ID
Section
ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last
Inpsection
Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update
10-Year Work Plan with Unlimited Budget
2025 035 01 24TH PL PARK AVE VALLEY DR E AC 1,002 28 28,056 10-15-2024 56.00 Mill and Overlay $167,132.94
2025 037 04 25TH ST PARK AVE VALLEY DR E AC 922 26 23,972 10-15-2024 59.00 Mill and Overlay $135,536.46
2025 039 01 27TH CT OZONE CT MORNINGSIDE DR E PCC 559 15 8,385 10-21-2024 64.70 Mill and Overlay $102,831.85
2025 041 03 28TH CT MORNINGSIDE DR END E AC 470 15 7,050 10-24-2024 49.40 Reconstruction $55,433.02
2025 043 01 29TH CT PALM DR MANHATTAN AVE E AC 177 15 2,655 10-24-2024 51.50 Reconstruction $16,990.32
2025 044 01 29TH ST HERMOSA AVE MANHATTAN AVE E PCC 311 25 7,775 10-21-2024 22.00 Reconstruction $217,700.37
2025 044 03 29TH ST MORNINGSIDE DR INGLESIDE DR E PCC 489 24 11,736 10-21-2024 51.70 Reconstruction $164,298.83
2025 046 05 2ND ST MONTEREY BLVD VALLEY DR C AC 510 40 20,400 10-21-2024 49.90 Reconstruction $141,788.00
2025 046 06 2ND ST VALLEY DR ARDMORE AVE C AC 578 30 17,340 10-21-2024 65.40 Mill and Overlay $86,562.02
2025 046 07 2ND ST ARDMORE AVE PACIFIC COAST HWY C AC 666 30 19,980 10-21-2024 60.60 Mill and Overlay $109,288.02
2025 046 08 2ND ST PACIFIC COAST HWY HOLLOWELL AVE E AC 1,324 24 31,776 10-24-2024 38.90 Reconstruction $603,731.31
2025 046 09 2ND ST HOLLOWELL AVE CITY LIMIT E AC 428 24 10,272 10-24-2024 51.10 Reconstruction $66,145.40
2025 048 01 30TH ST HERMOSA AVE PALM DR E PCC 133 25 3,325 10-21-2024 50.00 Reconstruction $48,131.29
2025 048 03 30TH ST MORNINGSIDE DR INGLESIDE DR E PCC 489 26 12,714 10-21-2024 49.80 Reconstruction $187,602.51
2025 048 04 30TH ST INGLESIDE DR VALLEY DR E PCC 139 25 3,475 10-21-2024 34.80 Reconstruction $97,300.16
2025 048 06 30TH ST TENNYSON PL ARDMORE AVE E AC 946 30 28,380 10-24-2024 20.60 Reconstruction $539,208.67
2025 048 07 30TH ST PACIFIC COAST HWY TENNYSON PL E AC 683 32 21,856 10-24-2024 20.80 Reconstruction $415,255.27
2025 049 03 31ST PL MORNINGSIDE DR INGLESIDE DR E PCC 489 10 4,890 10-10-2024 41.20 Reconstruction $131,580.16
2025 050 01 31ST ST HERMOSA AVE MANHATTAN AVE E PCC 312 25 7,800 10-21-2024 59.20 Mill and Overlay $109,196.56
2025 050 03 31ST ST INGLESIDE DR VALLEY DR E PCC 193 25 4,825 10-21-2024 25.00 Reconstruction $135,100.23
2025 052 02 33RD PL MANHATTAN AVE HIGHLAND AVE E PCC 324 14 4,536 10-21-2024 67.10 Mill and Overlay $51,201.98
2025 053 01 33RD ST PALM DR MANHATTAN AVE E PCC 177 24 4,248 10-21-2024 59.40 Mill and Overlay $59,470.13
2025 053 02 33RD ST MANHATTAN AVE HIGHLAND AVE E PCC 325 24 7,800 10-21-2024 48.50 Reconstruction $129,290.06
2025 053 03 33RD ST HIGHLAND AVE MORNINGSIDE DR E PCC 315 24 7,560 10-21-2024 30.00 Reconstruction $211,680.36
2025 054 02 34TH PL MANHATTAN AVE HIGHLAND AVE E PCC 326 10 3,260 10-21-2024 75.30 Mill and Overlay $16,514.68
2025 055 01 34TH ST HERMOSA AVE MANHATTAN AVE E PCC 314 25 7,850 10-21-2024 31.10 Reconstruction $219,800.37
2025 055 02 34TH ST MANHATTAN AVE HIGHLAND AVE E PCC 336 24 8,064 10-21-2024 40.00 Reconstruction $225,792.38
2025 055 03 34TH ST HIGHLAND AVE MORNINGSIDE DR E PCC 326 25 7,824 10-21-2024 54.60 Reconstruction $109,532.55
2025 057 01 35TH ST HERMOSA AVE MANHATTAN AVE E AC 323 30 9,690 10-10-2024 43.30 Reconstruction $151,283.46
2025 059 02 3RD ST ARDMORE AVE PACIFIC COAST HWY E AC 716 25 17,900 10-23-2024 77.60 Mill and Overlay $26,541.41
2025 059 04 3RD ST HOPKINS AVE HOLLOWELL AVE E AC 616 30 18,480 10-24-2024 60.90 Mill and Overlay $100,750.66
2025 059 05 3RD ST HOLLOWELL AVE PROSPECT AVE E PCC 296 30 10,590 10-21-2024 45.50 Reconstruction $220,015.67
2025 061 03 4TH ST MONTEREY BLVD CULPER CT E AC 153 20 3,060 10-21-2024 32.70 Reconstruction $58,138.78
2025 061 04 4TH ST END ARDMORE AVE E AC 240 25 6,000 10-23-2024 39.40 Reconstruction $113,997.60
2025 061 06 4TH ST PACIFIC COAST HWY OCEAN VIEW AVE E PCC 304 25 7,600 10-21-2024 62.70 Mill and Overlay $99,314.41
2025 061 07 4TH ST HOPKINS AVE PROSPECT AVE E PCC 425 28 11,900 10-21-2024 58.80 Mill and Overlay $166,594.75
2025 063 05 5TH ST HOPKINS AVE PROSPECT AVE E APC 298 30 8,940 10-24-2024 54.80 Reconstruction $54,249.57
2025 065 07 6TH ST PACIFIC COAST HWY PINE ST E PCC 459 28 12,852 10-21-2024 48.00 Reconstruction $222,026.95
2025 065 08 6TH ST PINE ST 58' s/o PROSPECT AVE E PCC 477 28 13,356 10-21-2024 49.20 Reconstruction $208,295.03
2025 065 10 6TH ST PROSPECT AVE HOLLOWELL AVE E PCC 460 25 11,500 10-21-2024 40.20 Reconstruction $322,000.54
2025 065 11 6TH ST HOLLOWELL AVE REYNOLDS LN E PCC 389 25 9,725 10-21-2024 52.70 Reconstruction $136,145.71
2025 070 01 8TH PL ARDMORE AVE PACIFIC COAST HWY E PCC 627 26 16,302 10-21-2024 38.40 Reconstruction $456,456.77
2025 071 05 8TH ST CYPRESS AVE VALLEY DR C AC 442 28 12,376 10-11-2024 65.10 Mill and Overlay $62,239.24
2025 071 06 8TH ST VALLEY DR ARDMORE AVE C AC 129 27 3,483 10-11-2024 54.40 Reconstruction $21,226.09
2025 071 07 8TH ST ARDMORE DR PACIFIC COAST HWY C AC 620 25 14,600 10-11-2024 55.30 Reconstruction $87,660.55
2025 071 08 8TH ST PACIFIC COAST HWY PROSPECT AVE E AC 1,119 20 22,380 10-25-2024 61.30 Mill and Overlay $121,095.85
Page 4 of 16Page 148 of 324
Work Year Branch
ID
Section
ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last
Inpsection
Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update
10-Year Work Plan with Unlimited Budget
2025 073 01 9TH ST ARDMORE AVE PACIFIC COAST HWY E PCC 625 28 17,500 10-21-2024 41.40 Reconstruction $464,029.92
2025 075 02 ALLEY 30TH ST LONGFELLOW AVE N AC 269 11 2,959 11-05-2024 27.00 Reconstruction $56,219.82
2025 075 08 ALLEY RHODES ST ALLEY w/o RHODES ST N AC 187 20 3,740 10-21-2024 38.60 Reconstruction $71,058.51
2025 075 10 ALLEY 20TH ST ALLEY n/o 19TH ST N AC 123 20 2,460 10-21-2024 31.90 Reconstruction $46,739.02
2025 075 13 ALLEY 21ST ST 64' s/o 21ST ST N AC 64 20 1,280 10-21-2024 12.50 Reconstruction $24,319.49
2025 075 14 ALLEY RHODES ST ALLEY w/o RHODES ST N AC 189 15 2,835 10-21-2024 16.70 Reconstruction $53,863.87
2025 077 01 AMBY PL END 30TH ST E AC 299 25 7,475 10-23-2024 51.00 Reconstruction $48,216.72
2025 085 04 AVIATION BLVD PROSPECT AVE HARPER AVE A AC 358 30 10,740 10-17-2024 48.00 Reconstruction $100,287.33
2025 085 05 AVIATION BLVD CITY LIMIT PROSPECT AVE A AC 358 30 10,740 10-17-2024 45.00 Reconstruction $140,291.17
2025 085 06 AVIATION BLVD PROSPECT AVE CORONA ST A AC 379 30 11,370 10-17-2024 52.00 Reconstruction $71,964.44
2025 085 07 AVIATION BLVD CORONA ST OCEAN DR A AC 654 30 19,620 10-17-2024 50.00 Reconstruction $134,404.86
2025 085 08 AVIATION BLVD OCEAN DR PACIFIC COAST HWY A AC 740 30 22,200 10-17-2024 49.00 Reconstruction $179,549.67
2025 086 01 BARD ST END 8TH ST E AAC 304 25 7,600 10-23-2024 39.20 Reconstruction $144,396.97
2025 086 02 BARD ST END PIER AVE C AC 390 44 17,160 09-25-2016 65.00 Reconstruction $181,040.78
2025 086 03 BARD ST ALLEY PIER AVE C AC 140 48 6,720 11-05-2024 54.00 Reconstruction $41,121.07
2025 087 1 BARNEY CT 1ST ST 1ST PL E AC 269 28 7,532 10-24-2024 48.20 Reconstruction $70,520.16
2025 089 02 BAYVIEW DR 2ND ST 4TH ST E AC 540 20 10,800 10-11-2024 60.60 Mill and Overlay $59,355.34
2025 089 05 BAYVIEW DR 8TH ST 10TH ST E AC 539 20 10,780 10-15-2024 55.10 Reconstruction $65,199.31
2025 089 07 BAYVIEW DR PIER AVE 16TH ST E AC 767 20 15,340 10-15-2024 44.20 Reconstruction $221,469.74
2025 089 09 BAYVIEW DR 19TH ST CIRCLE DR E AC 643 20 12,860 10-15-2024 51.80 Reconstruction $82,038.50
2025 091 01 BONNIE BRAE ST AVIATION BLVD 14TH ST E AC 756 25 18,900 10-24-2024 24.20 Reconstruction $359,092.45
2025 091 02 BONNIE BRAE ST 14TH ST 16TH ST E AC 639 25 15,975 10-21-2024 49.80 Reconstruction $118,220.88
2025 093 01 BOUNDARY PL ARDMORE AVE TENNYSON PL E AC 1,014 20 17,238 10-23-2024 42.00 Reconstruction $293,687.74
2025 093 02 BOUNDARY PL TENNYSON PL PACIFIC COAST HWY E AC 685 20 13,550 10-23-2024 36.00 Reconstruction $257,444.59
2025 095 01 CAMPANA ST JOY ST PROSPECT AVE E AC 442 22 9,724 10-24-2024 27.00 Reconstruction $184,752.12
2025 102 01 CIRCLE DR MANHATTAN AVE CIRCLE CT E AC 347 20 6,940 10-15-2024 54.60 Reconstruction $42,321.52
2025 102 02 CIRCLE DR CIRCLE CT MANHATTAN AVE E AC 427 20 8,540 10-15-2024 50.80 Reconstruction $55,334.17
2025 105 01 CORONA ST AVIATION BLVD 14TH ST E AC 573 25 14,325 10-18-2024 15.40 Reconstruction $272,169.28
2025 106 01 CREST DR 33RD ST 34TH ST E PCC 152 20 3,040 10-21-2024 51.70 Reconstruction $42,558.66
2025 108 01 CYPRESS AVE END 6TH ST E AC 220 26 5,720 10-07-2024 24.10 Reconstruction $108,677.72
2025 115 01 FRANCISCO ST MORNINGSIDE DR INGLESIDE DR C PCC 484 20 9,680 10-21-2024 29.10 Reconstruction $271,040.46
2025 116 03 GENTRY ST 110' S/O 6TH ST PROSPECT AVENUE E PCC 336 28 9,408 10-21-2024 50.00 Reconstruction $62,802.33
2025 121 01 GRAVELY CT END 6TH ST E AC 130 24 3,120 10-24-2024 10.80 Reconstruction $59,278.75
2025 128 02 HERMOSA AVE LYNDON ST 2ND ST A AC 907 36 32,652 10-16-2024 55.00 Reconstruction $196,929.54
2025 128 05 HERMOSA AVE 6TH ST 8TH ST A AC 539 36 19,404 10-16-2024 50.00 Reconstruction $133,167.82
2025 128 33 HERMOSA AVE 10TH ST 8TH ST A AC 539 36 19,404 10-16-2024 51.00 Reconstruction $124,755.74
2025 128 37 HERMOSA AVE 2ND ST LYNDON ST A AC 914 36 32,904 10-16-2024 51.00 Reconstruction $211,552.41
2025 134 01 HILLCREST DR 18TH ST 21ST ST E AC 976 28 27,328 10-21-2024 43.40 Reconstruction $419,480.42
2025 135 01 HOLLOWELL AVE 2ND ST 3RD ST E PCC 221 28 6,188 10-21-2024 55.30 Reconstruction $86,629.27
2025 135 03 HOLLOWELL AVE PROSPECT AVE 6TH ST E PCC 629 28 17,612 10-21-2024 65.40 Mill and Overlay $210,988.74
2025 139 02 INGLESIDE DR 29TH ST 30TH ST E PCC 215 25 5,375 10-21-2024 48.00 Reconstruction $92,856.74
2025 139 03 INGLESIDE DR 30TH ST 31ST ST E PCC 190 25 4,750 10-21-2024 53.60 Reconstruction $66,497.91
2025 139 04 INGLESIDE DR 31ST ST LONGFELLOW AVE E PCC 179 24 4,296 10-21-2024 52.80 Reconstruction $60,142.11
2025 140 01 JOY ST BONNIE BRAE ST CAMPANA ST E AC 135 29 3,915 10-24-2024 53.40 Reconstruction $24,309.25
2025 143 01 LA CARLITA PL MARLITA ST 30TH ST E AC 242 30 7,260 10-23-2024 33.00 Reconstruction $137,937.10
2025 144 02 LOMA DR 6TH ST 8TH ST E AC 549 27 14,823 10-23-2024 49.00 Reconstruction $124,147.10
Page 5 of 16Page 149 of 324
Work Year Branch
ID
Section
ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last
Inpsection
Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update
10-Year Work Plan with Unlimited Budget
2025 144 08 LOMA DR PARK AVE MANHATTAN AVE E AC 462 20 9,240 10-17-2024 52.00 Reconstruction $58,741.87
2025 146 04 LONGFELLOW AVE INGLESIDE DR VALLEY DR C AC 233 36 8,388 10-10-2024 56.20 Mill and Overlay $49,615.85
2025 146 05 LONGFELLOW AVE ARDMORE AVE TENNYSON PL E PCC 992 30 29,760 10-21-2024 53.10 Reconstruction $416,626.88
2025 146 06 LONGFELLOW AVE TENNYSON PL PACIFIC COAST HWY E PCC 684 30 20,520 10-21-2024 54.60 Reconstruction $287,270.95
2025 149 01 MANHATTAN AVE 1ST ST 2ND ST C AC 440 40 17,600 10-09-2024 52.80 Reconstruction $110,075.48
2025 149 02 MANHATTAN AVE 2ND ST 4TH ST C AC 540 40 21,600 10-09-2024 49.70 Reconstruction $157,148.13
2025 149 03 MANHATTAN AVE 4TH ST 6TH ST C AC 540 40 21,600 10-09-2024 55.30 Reconstruction $129,711.05
2025 149 04 MANHATTAN AVE 6TH ST 8TH ST C AC 540 40 21,600 10-11-2024 49.40 Reconstruction $164,977.49
2025 149 05 MANHATTAN AVE 8TH ST 10TH ST C AC 540 40 21,600 10-09-2024 44.30 Reconstruction $302,128.60
2025 149 06 MANHATTAN AVE 10TH ST PIER AVE C AC 733 40 29,320 10-09-2024 50.10 Reconstruction $198,655.00
2025 149 07 MANHATTAN AVE PIER AVE 14TH ST C AC 386 40 15,440 10-09-2024 47.90 Reconstruction $146,876.45
2025 149 12 MANHATTAN AVE MONTEREY BLVD 24TH ST C AC 362 40 14,480 10-09-2024 54.80 Reconstruction $87,678.99
2025 149 13 MANHATTAN AVE 24TH ST 25TH ST C AC 424 40 16,960 10-09-2024 51.90 Reconstruction $107,582.98
2025 149 14 MANHATTAN AVE 25TH ST 27TH ST C AC 525 40 21,000 10-09-2024 48.30 Reconstruction $189,267.88
2025 149 15 MANHATTAN AVE 27TH ST 29TH ST C AC 466 30 13,980 10-09-2024 56.60 Mill and Overlay $82,147.47
2025 149 16 MANHATTAN AVE 29TH ST LONGFELLOW AVE C AC 598 30 17,940 10-09-2024 67.70 Mill and Overlay $85,594.05
2025 152 01 MARLITA END (W)END (E)E AC 220 22 4,840 10-23-2024 30.00 Reconstruction $91,958.07
2025 156 01 MEYER CT END 1ST ST E AC 193 21 4,053 10-24-2024 26.90 Reconstruction $77,005.38
2025 156 02 MEYER CT 1ST ST END E AC 186 28 5,208 10-24-2024 57.60 Mill and Overlay $30,133.59
2025 158 01 MONTEREY BLVD HERONDO ST 2ND ST C AC 820 40 32,800 10-11-2024 66.80 Mill and Overlay $159,378.12
2025 158 03 MONTEREY BLVD 4TH ST 6TH ST C AC 540 40 21,600 10-11-2024 54.20 Reconstruction $132,045.25
2025 158 08 MONTEREY BLVD PIER AVE 16TH ST C AC 663 40 26,520 10-15-2024 63.70 Mill and Overlay $136,975.31
2025 158 09 MONTEREY BLVD 16TH ST 19TH ST C AC 845 40 33,800 10-15-2024 62.50 Mill and Overlay $178,630.91
2025 158 10 MONTEREY BLVD 19TH ST CIRCLE CT C AC 665 40 26,600 10-15-2024 67.30 Mill and Overlay $127,869.12
2025 161 03 MORNINGSIDE DR 27TH ST 30TH PL E PCC 520 25 13,000 10-21-2024 49.80 Reconstruction $191,822.61
2025 161 05 MORNINGSIDE DR LONGFELLOW AVE 33RD PL E PCC 114 25 2,850 10-21-2024 44.60 Reconstruction $62,802.14
2025 161 06 MORNINGSIDE DR 33RD PL FRANCISCO ST E PCC 131 51 6,681 10-21-2024 51.30 Reconstruction $93,531.05
2025 161 07 MORNINGSIDE DR FRANCISCO ST 35TH ST C PCC 251 20 5,020 10-21-2024 40.60 Reconstruction $138,732.89
2025 163 01 NEPTUNE AVE THE STRAND PALM DR E PCC 120 30 3,600 10-21-2024 58.60 Mill and Overlay $50,398.41
2025 164 02 OCEAN DR 8TH PL 9TH ST E AC 210 24 5,040 10-25-2024 47.90 Reconstruction $48,952.09
2025 164 03 OCEAN DR 9TH ST 10TH ST E AC 200 24 4,800 10-25-2024 48.90 Reconstruction $40,681.41
2025 164 04 OCEAN DR 10TH ST AVIATION BLVD E AC 194 24 4,656 10-25-2024 52.90 Reconstruction $29,138.61
2025 164 06 OCEAN DR 14TH ST 15TH PL E AC 517 20 10,340 10-21-2024 47.90 Reconstruction $101,075.69
2025 165 01 OCEAN VIEW AVE END 5TH ST E PCC 493 24 11,832 10-21-2024 44.80 Reconstruction $257,414.97
2025 167 02 OWOSSO AVE AVIATION BLVD 14TH ST E AC 708 24 16,992 10-25-2024 44.70 Reconstruction $232,577.17
2025 170 18 PALM DR GREENWICH VILLAGE 27TH ST E AC 142 21 2,982 10-09-2024 71.70 Mill and Overlay $11,720.29
2025 170 23 PALM DR 31ST ST LONGFELLOW AVE E PCC 194 15 2,910 10-21-2024 91.60 Mill and Overlay $1,165.20
2025 170 24 PALM DR LONGFELLOW AVE 33RD ST E PCC 225 15 3,375 10-21-2024 91.60 Mill and Overlay $1,351.39
2025 170 26 PALM DR 34TH ST 35TH ST E PCC 218 15 3,270 10-21-2024 91.40 Mill and Overlay $1,309.35
2025 174 01 PIER AVE HERMOSA AVE MANHATTAN AVE A AC 373 38 14,174 10-15-2024 45.90 Reconstruction $169,557.43
2025 174 04 PIER AVE BARD ST VALLEY DR A AC 230 38 8,740 10-15-2024 41.00 Reconstruction $157,754.09
2025 174 05 PIER AVE VALLEY DR ARDMORE AVE A AC 122 40 4,880 10-15-2024 43.00 Reconstruction $75,944.16
2025 174 06 PIER AVE ARDMORE AVE PACIFIC COAST HWY A AC 655 36 23,580 10-15-2024 41.00 Reconstruction $425,611.15
2025 174 07 PIER AVE PACIFIC COAST HWY ARDMORE AVE A AC 655 36 23,580 10-15-2024 47.00 Reconstruction $249,951.61
2025 174 08 PIER AVE ARDMORE AVE VALLEY DR A AC 122 40 4,880 10-15-2024 48.00 Reconstruction $45,629.15
2025 174 09 PIER AVE VALLEY DR BARD ST A AC 230 38 8,740 10-15-2024 48.00 Reconstruction $81,721.06
Page 6 of 16Page 150 of 324
Work Year Branch
ID
Section
ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last
Inpsection
Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update
10-Year Work Plan with Unlimited Budget
2025 174 12 PIER AVE MANHATTAN AVE HERMOSA AVE A AC 373 38 14,174 10-15-2024 49.00 Reconstruction $114,991.15
2025 179 01 POWER ST 20TH ST 21ST ST E AC 240 25 6,000 10-24-2024 14.20 Reconstruction $113,997.60
2025 179 02 POWER ST 21ST ST 24TH ST E AC 469 25 11,725 10-24-2024 28.40 Reconstruction $222,770.32
2025 182 03 REYNOLDS LN 9TH ST 10TH ST E AC 238 15 3,570 11-05-2024 32.70 Reconstruction $67,828.57
2025 183 02 RHODES ST 21ST ST END E AC 256 22 5,632 10-21-2024 .80 Reconstruction $107,005.75
2025 189 02 SPRINGFIELD AVE SPRINGFIELD AVE 21ST ST E PCC 540 25 13,500 10-21-2024 63.30 Mill and Overlay $173,174.18
2025 192 01 TENNYSON PL END 30TH ST E AC 490 22 10,930 10-23-2024 41.00 Reconstruction $199,741.93
2025 192 02 TENNYSON PL 30TH ST LONGFELLOW AVE E AC 266 24 6,384 10-23-2024 53.00 Reconstruction $39,901.81
2025 192 03 TENNYSON PL LONGFELLOW AVE BOUNDARY PL E AC 140 27 3,780 10-23-2024 51.00 Reconstruction $24,382.50
2025 195 01 VALLEY DR HERONDO ST 2ND ST C AC 754 25 18,850 10-17-2024 64.70 Mill and Overlay $95,456.68
2025 195 02 VALLEY DR 2ND ST 8TH ST C AC 1,693 25 42,325 10-17-2024 51.60 Reconstruction $269,582.69
2025 195 03 VALLEY DR 8TH ST 11TH ST C AC 915 24 21,960 10-17-2024 42.90 Reconstruction $344,219.13
2025 195 04 VALLEY DR 11TH ST PIER AVE C AC 738 25 18,450 10-17-2024 59.60 Mill and Overlay $102,801.50
2025 195 06 VALLEY DR 18TH ST 20TH ST C AAC 486 28 13,608 10-17-2024 85.20 Mill and Overlay $5,448.81
2025 195 08 VALLEY DR 24TH ST 25TH ST C AAC 675 28 18,900 10-17-2024 77.30 Mill and Overlay $31,511.15
2025 198 01 VISTA DR 33RD PL FRANCISCO ST E PCC 133 18 2,394 10-21-2024 38.60 Reconstruction $67,032.11
2026 005 06 11TH ST PROSPECT AVE HARPER AVE E AC 604 25 15,100 10-25-2024 88.40 Slurry Seal $6,221.25
2026 040 02 27TH ST MANHATTAN AVE MORNINGSIDE DR C AC 640 42 26,880 11-05-2024 87.20 Slurry Seal $11,074.65
2026 065 02 6TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 40 11,600 10-22-2024 86.40 Slurry Seal $4,779.24
2026 068 01 7TH ST CYPRESS AVE VALLEY DR E AC 457 25 11,425 10-07-2024 89.10 Slurry Seal $4,707.14
2026 073 05 9TH ST PROSPECT AVE REYNOLDS LN E AC 806 28 22,568 10-23-2024 86.30 Slurry Seal $9,298.09
2026 075 03 ALLEY END TENNYSON PL N AC 537 11 5,907 11-06-2024 87.00 Slurry Seal $2,433.70
2026 090 14 BEACH DR 13TH ST 14TH ST E AC 270 21 5,170 10-15-2024 89.00 Slurry Seal $2,130.06
2026 118 03 GOULD AVE ARDMORE AVE PACIFIC COAST HWY A AAC 1,572 39 61,308 10-17-2024 88.00 Slurry Seal $25,259.11
2026 128 10 HERMOSA AVE 16TH ST 19TH ST A AC 823 36 29,628 10-16-2024 88.00 Slurry Seal $12,206.84
2026 128 11 HERMOSA AVE 19TH ST 21ST ST A AC 586 36 21,096 10-16-2024 88.00 Slurry Seal $8,691.62
2026 128 12 HERMOSA AVE 21ST ST 22ND ST A AC 356 36 12,816 10-16-2024 88.00 Slurry Seal $5,280.24
2026 128 14 HERMOSA AVE 25TH ST 26TH ST A AC 279 36 10,044 10-16-2024 88.00 Slurry Seal $4,138.16
2026 128 16 HERMOSA AVE 27TH ST 30TH ST A AC 655 20 13,100 10-16-2024 87.00 Slurry Seal $5,397.24
2026 128 17 HERMOSA AVE 30TH ST LONGFELLOW AVE A AC 384 20 7,680 10-16-2024 86.00 Slurry Seal $3,164.19
2026 128 25 HERMOSA AVE 26TH ST 25TH ST A AC 279 38 10,602 10-16-2024 86.00 Slurry Seal $4,368.06
2026 128 26 HERMOSA AVE 25TH ST 22ND ST A AC 808 38 30,704 10-16-2024 86.00 Slurry Seal $12,650.15
2026 128 29 HERMOSA AVE 19TH 16TH ST A AC 823 38 31,274 10-16-2024 87.00 Slurry Seal $12,885.00
2026 146 03 LONGFELLOW AVE MORNINGSIDE DR INGLESIDE DR C AC 490 40 19,600 10-10-2024 87.60 Slurry Seal $8,075.27
2026 170 08 PALM DR 10TH ST PIER AVE E AC 581 20 11,620 10-09-2024 87.60 Slurry Seal $4,787.48
2026 191 04 SUNSET DR 11TH ST PIER AVE E AC 549 20 10,980 10-17-2024 87.00 Slurry Seal $4,523.80
2026 195 09 VALLEY DR 25TH ST GOULD AVE C AAC 1,031 28 28,868 10-17-2024 85.80 Slurry Seal $11,893.71
2026 003 01 11TH CT BEACH DR HERMOSA AVE E AC 378 20 7,560 10-24-2024 58.40 Reconstruction $47,539.95
2026 010 01 14TH ST BEACH DR HERMOSA AVE E AC 448 35 15,680 10-21-2024 58.80 Reconstruction $97,955.00
2026 015 01 16TH ST HERMOSA AVE MANHATTAN AVE E AC 298 30 8,940 10-24-2024 57.70 Reconstruction $56,908.93
2026 021 03 19TH ST MONTEREY BLVD LOMA DR E AC 151 30 4,530 10-24-2024 59.00 Reconstruction $28,182.81
2026 021 04 19TH ST PACIFIC COAST HWY RHODES ST E AC 341 30 10,230 10-21-2024 58.70 Reconstruction $64,024.14
2026 046 03 2ND ST HERMOSA AVE MANHATTAN AVE C AC 299 40 11,960 10-21-2024 57.00 Reconstruction $74,555.45
2026 047 01 30TH PL PALM DR MORNINGSIDE DR E AC 641 15 9,615 10-24-2024 59.20 Reconstruction $59,610.36
2026 047 03 30TH PL INGLESIDE DR VALLEY DR E PCC 111 15 1,665 10-21-2024 57.70 Reconstruction $24,008.54
2026 050 02 31ST ST MORNINGSIDE DR INGLESIDE DR E PCC 489 26 12,714 10-21-2024 55.90 Reconstruction $183,330.11
Page 7 of 16Page 151 of 324
Work Year Branch
ID
Section
ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last
Inpsection
Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update
10-Year Work Plan with Unlimited Budget
2026 052 01 33RD PL PALM DR MANHATTAN AVE E AC 177 14 2,478 10-10-2024 59.50 Reconstruction $15,319.50
2026 058 01 3RD CT BEACH DR HERMOSA AVE E AC 168 20 3,360 10-18-2024 58.70 Reconstruction $21,038.84
2026 063 01 5TH ST ARMORE AVE PACIFIC COAST HWY E AC 805 28 22,540 10-24-2024 57.10 Reconstruction $144,945.22
2026 085 01 AVIATION BLVD PACIFIC COAST HWY OCEAN DR A AC 746 30 22,380 10-17-2024 56.00 Reconstruction $141,794.49
2026 085 02 AVIATION BLVD OCEAN DR CORONA ST A AC 654 30 19,620 10-17-2024 57.00 Reconstruction $122,366.68
2026 089 08 BAYVIEW DR 16TH ST 19TH ST E AC 836 20 16,720 10-15-2024 58.60 Reconstruction $104,934.56
2026 094 01 BRAEHOLM PL 30TH ST AMBY PL E AC 334 20 6,680 10-23-2024 56.00 Reconstruction $43,761.73
2026 108 04 CYPRESS AVE 11TH ST PIER AVE E AC 733 28 20,524 10-23-2024 57.00 Reconstruction $132,235.12
2026 148 01 LYNDON ST HERMOSA AVE MONTEREY BLVD E AC 586 20 11,720 10-23-2024 56.70 Reconstruction $75,885.73
2026 163 02 NEPTUNE AVE PALM DR MANHATTAN AVE E PCC 202 30 6,060 10-21-2024 56.00 Reconstruction $87,382.45
2026 170 06 PALM DR 6TH ST 8TH ST E AC 540 20 10,800 10-11-2024 58.50 Reconstruction $67,958.76
2026 174 10 PIER AVE BARD ST MONTEREY BLVD A AC 739 38 28,082 10-15-2024 57.00 Reconstruction $175,171.52
2026 174 11 PIER AVE MONTEREY BLVD MANHATTAN AVE A AC 395 38 15,010 10-15-2024 56.00 Reconstruction $95,115.25
2026 191 01 SUNSET DR 6TH ST 8TH ST E AC 540 20 10,800 10-23-2024 59.30 Reconstruction $66,845.73
2027 004 02 11TH PL END PACIFIC COAST HWY E AAC 317 39 12,363 10-24-2024 91.10 Slurry Seal $5,246.41
2027 008 02 13TH ST PACIFIC COAST HWY OCEAN DR E AAC 689 25 17,225 10-23-2024 89.30 Slurry Seal $7,309.66
2027 036 04 24TH ST PARK AVE VALLEY DR E AAC 1,132 26 29,432 10-15-2024 92.80 Slurry Seal $12,489.87
2027 046 02 2ND ST BEACH DR HERMOSA AVE C AC 148 40 5,920 10-21-2024 89.00 Slurry Seal $2,512.23
2027 075 09 ALLEY BEACH DR 22ND CT N AC 61 19 1,159 11-05-2024 92.40 Slurry Seal $491.84
2027 079 12 ARDMORE AVE 30TH ST BOUNDARY PL C AAC 413 22 9,086 10-17-2024 89.10 Slurry Seal $3,855.77
2027 116 02 GENTRY ST 6TH ST 110' S/O 6TH ST E AC 110 28 3,080 10-24-2024 89.40 Slurry Seal $1,307.04
2027 118 01 GOULD AVE MORNINGSIDE DR VALLEY DR C AAC 634 60 38,040 10-17-2024 90.00 Slurry Seal $16,142.79
2027 118 02 GOULD AVE VALLEY DR ARDMORE AVE C AC 160 54 8,640 10-17-2024 91.00 Slurry Seal $3,666.50
2027 118 04 GOULD AVE PACIFIC COAST HWY ARDMORE AVE A AAC 1,562 39 60,918 10-17-2024 89.00 Slurry Seal $25,851.38
2027 128 07 HERMOSA AVE 10TH ST PIER AVE A AC 559 36 20,124 10-16-2024 91.00 Slurry Seal $8,539.89
2027 128 08 HERMOSA AVE PIER AVE 15TH CT A AC 693 40 27,720 10-16-2024 89.00 Slurry Seal $11,763.36
2027 128 09 HERMOSA AVE 15TH CT 16TH ST A AC 406 36 14,616 10-16-2024 89.00 Slurry Seal $6,202.50
2027 128 27 HERMOSA AVE 22ND ST 21ST ST A AC 356 38 13,528 10-16-2024 90.00 Slurry Seal $5,740.79
2027 128 30 HERMOSA AVE 16TH ST 15TH CT A AC 406 38 15,428 10-16-2024 91.00 Slurry Seal $6,547.08
2027 128 31 HERMOSA AVE 15TH CT PIER AVE A AC 693 35 24,255 10-16-2024 91.00 Slurry Seal $10,292.94
2027 128 32 HERMOSA AVE PIER AVE 10TH ST A AC 559 36 20,124 10-16-2024 89.00 Slurry Seal $8,539.89
2027 170 03 PALM DR 1ST ST 2ND ST E AAC 440 20 8,800 10-11-2024 92.80 Slurry Seal $3,734.40
2027 170 15 PALM DR 24TH ST 25TH ST E AC 405 20 8,100 10-09-2024 92.80 Slurry Seal $3,437.34
2027 177 01 PORTER LN ARDMORE AVE GOULD AVE E AAC 645 30 19,350 11-05-2024 89.90 Slurry Seal $8,211.43
2027 002 08 10TH ST OCEAN DR OWOSSO AVE E AC 362 24 8,688 10-25-2024 62.20 Reconstruction $56,078.60
2027 010 04 14TH ST OCEAN DR BONNIE BRAE ST E AC 124 24 2,976 10-21-2024 61.70 Reconstruction $19,411.43
2027 041 01 28TH CT PALM DR MANHATTAN AVE E AC 175 18 3,150 10-24-2024 62.40 Reconstruction $20,255.46
2027 042 01 28TH ST HERMOSA AVE MANHATTAN AVE E AC 311 30 9,330 10-24-2024 62.30 Reconstruction $60,113.56
2027 042 02 28TH ST MANHATTAN AVE MORNINGSIDE DR E AC 640 30 19,200 10-24-2024 60.60 Reconstruction $127,782.53
2027 044 02 29TH ST MANHATTAN AVE MORNINGSIDE DR E PCC 640 24 15,360 10-21-2024 58.80 Reconstruction $228,128.75
2027 046 04 2ND ST MANHATTAN AVE MONTEREY BLVD C AC 290 40 11,600 10-21-2024 58.20 Reconstruction $75,761.27
2027 059 01 3RD ST END ARDMORE AVE E AC 285 26 7,410 10-23-2024 62.40 Reconstruction $47,656.38
2027 063 06 5TH ST MASSEY AVE REYNOLDS LN E AC 239 26 6,214 10-25-2024 61.40 Reconstruction $40,736.23
2027 073 03 9TH ST OCEAN DR OWOSSO AVE E AC 256 24 6,144 10-25-2024 61.30 Reconstruction $40,355.64
2027 081 01 ARTESIA BLVD PACIFIC COAST HWY HARPER AVE A AC 1,252 45 56,340 10-23-2024 59.00 Reconstruction $363,419.57
2027 085 03 AVIATION BLVD CORONA ST PROSPECT AVE A AC 379 30 11,370 10-17-2024 58.00 Reconstruction $74,512.59
Page 8 of 16Page 152 of 324
Work Year Branch
ID
Section
ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last
Inpsection
Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update
10-Year Work Plan with Unlimited Budget
2027 106 02 CREST DR 34TH ST 35TH ST E PCC 135 20 2,700 10-21-2024 59.80 Reconstruction $40,100.76
2027 128 01 HERMOSA AVE HERONDO ST LYNDON ST A AC 260 28 7,280 10-16-2024 58.00 Reconstruction $47,716.78
2027 135 02 HOLLOWELL AVE 3RD ST PROSPECT AVE E PCC 117 28 3,276 10-21-2024 60.00 Reconstruction $48,655.59
2027 144 01 LOMA DR END 6TH ST E AC 220 27 5,940 10-23-2024 60.00 Reconstruction $39,974.09
2027 144 03 LOMA DR 8TH ST 10TH ST E AC 540 25 13,500 10-17-2024 61.00 Reconstruction $89,302.62
2027 144 04 LOMA DR 10TH ST PIER AVE E AC 1,085 27 29,295 10-17-2024 61.00 Reconstruction $193,786.69
2027 149 09 MANHATTAN AVE 16TH ST 19TH ST E AC 832 40 33,280 10-09-2024 62.80 Reconstruction $212,905.36
2027 158 11 MONTEREY BLVD CIRCLE CT MANHATTAN AVE C AC 729 40 29,160 10-15-2024 58.80 Reconstruction $188,838.69
2027 174 03 PIER AVE MONTEREY BLVD BARD ST A AC 736 38 27,968 10-15-2024 59.00 Reconstruction $180,555.09
2027 183 01 RHODES ST 18TH ST 21ST ST E AC 931 29 26,999 10-21-2024 60.80 Reconstruction $179,143.08
2027 185 01 SILVER ST 15TH ST END E APC 415 28 11,620 10-24-2024 61.60 Reconstruction $75,904.26
2028 002 03 10TH ST HERMOSA AVE MANHATTAN AVE C AC 299 40 11,960 10-23-2024 91.70 Slurry Seal $5,227.65
2028 010 07 14TH ST PROSPECT AVE END E AC 461 24 11,064 10-21-2024 94.80 Slurry Seal $4,836.01
2028 012 02 15TH PL MIRA ST BONNIE BRAE ST E AC 455 20 9,100 10-21-2024 94.80 Slurry Seal $3,977.56
2028 021 05 19TH ST PROSPECT AVE HARPER AVE E AAC 679 25 16,975 10-23-2024 94.80 Slurry Seal $7,419.68
2028 025 03 20TH ST PROSPECT AVE HARPER AVE E AAC 611 26 15,886 10-23-2024 94.80 Slurry Seal $6,943.68
2028 027 01 20TH PL PROSPECT AVE HARPER AVE E AAC 564 25 14,100 10-23-2024 93.40 Slurry Seal $6,163.03
2028 029 07 21ST ST HARPER AVE PROSPECT AVE E AAC 512 32 16,384 10-23-2024 94.80 Slurry Seal $7,161.36
2028 036 06 24TH ST END HILLCREST DR E AC 198 28 7,044 10-23-2024 94.80 Slurry Seal $3,078.89
2028 036 07 24TH ST PROSPECT AVE HARPER AVE E AAC 460 25 11,500 10-23-2024 94.80 Slurry Seal $5,026.59
2028 049 01 31ST PL PALM DR MANHATTAN AVE E AC 181 11 1,991 10-10-2024 94.80 Slurry Seal $870.26
2028 051 01 32ND PL PALM DR MANHATTAN AVE E AC 182 10 1,820 10-10-2024 94.80 Slurry Seal $795.51
2028 061 02 4TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 38 11,020 10-21-2024 94.10 Slurry Seal $4,816.78
2028 079 01 ARDMORE AVE END 2ND ST E AC 581 25 14,525 10-23-2024 93.40 Slurry Seal $6,348.80
2028 079 04 ARDMORE AVE 10TH ST 8TH ST C AAC 673 25 16,825 10-17-2024 94.80 Slurry Seal $7,354.11
2028 079 05 ARDMORE AVE PIER AVE 10TH ST C AAC 963 25 24,075 10-17-2024 94.80 Slurry Seal $10,523.05
2028 079 09 ARDMORE AVE PORTER LN 21ST ST C AAC 1,216 27 32,432 10-17-2024 94.80 Slurry Seal $14,175.85
2028 079 10 ARDMORE AVE GOULD TER PORTER LN C AAC 814 27 21,663 10-17-2024 94.80 Slurry Seal $9,468.78
2028 079 11 ARDMORE AVE GOULD AVE 30TH ST C AAC 624 22 13,728 10-17-2024 94.80 Slurry Seal $6,000.43
2028 082 01 AUBREY PARK CT AVIATION BLVD END E AAC 378 15 5,670 10-23-2024 93.50 Slurry Seal $2,478.33
2028 083 01 AUBREY CT END AUBREY CT E AAC 93 18 1,674 10-23-2024 94.80 Slurry Seal $731.70
2028 105 02 CORONA ST 14TH ST END E AC 71 22 1,562 10-21-2024 94.80 Slurry Seal $682.74
2028 120 01 GOULD TER GOULD AVE END E AAC 937 20 18,740 10-17-2024 95.00 Slurry Seal $8,191.15
2028 125 01 HARPER AVE 11TH ST AVIATION BLVD E AC 591 25 14,775 10-23-2024 94.80 Slurry Seal $6,458.07
2028 125 02 HARPER AVE PALM ST CARNEGIE LN E AAC 1,275 19 20,400 10-23-2024 94.80 Slurry Seal $8,916.73
2028 125 03 HARPER AVE CARNEGIE LN ARTESIA BLVD E AAC 1,265 15 18,975 10-23-2024 95.00 Slurry Seal $8,293.87
2028 132 01 HIGHLAND AVE 35TH ST LONGFELLOW AVE C AC 557 38 21,166 10-10-2024 94.80 Slurry Seal $9,251.54
2028 134 02 HILLCREST DR 21ST ST 24TH ST E AC 207 28 5,796 10-23-2024 94.80 Slurry Seal $2,533.40
2028 146 01 LONGFELLOW AVE HERMOSA AVE MANHATTAN AVE C AC 313 40 12,520 10-10-2024 92.40 Slurry Seal $5,472.42
2028 146 02 LONGFELLOW AVE MANHATTAN AVE MORNINGSIDE DR C AC 640 40 25,600 10-10-2024 92.80 Slurry Seal $11,189.62
2028 149 17 MANHATTAN AVE LONGFELLOW AVE NEPTUNE AVE C AC 775 30 23,250 10-09-2024 94.80 Slurry Seal $10,162.45
2028 157 01 MIRA ST 15TH PL 16TH ST E AC 121 22 2,662 10-21-2024 93.10 Slurry Seal $1,163.55
2028 159 01 MONTGOMERY DR AUBREY PARK CT OCEAN DR E AAC 276 17 4,692 10-23-2024 94.80 Slurry Seal $2,050.85
2028 164 05 OCEAN DR AVIATION BLVD 14TH ST E AAC 748 19 14,212 10-23-2024 94.80 Slurry Seal $6,211.99
2028 189 01 SPRINGFIELD AVE END SPRINGFIELD AVE E AAC 64 44 2,816 10-24-2024 94.80 Slurry Seal $1,230.86
2028 002 06 10TH ST ARDMORE AVE PACIFIC COAST HWY E PCC 623 28 17,444 10-21-2024 62.00 Reconstruction $266,853.01
Page 9 of 16Page 153 of 324
Work Year Branch
ID
Section
ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last
Inpsection
Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update
10-Year Work Plan with Unlimited Budget
2028 005 04 11TH ST LOMA DR VALLEY DR E AC 684 25 17,100 10-24-2024 64.50 Reconstruction $115,967.84
2028 009 01 14TH CT BEACH DR HERMOSA AVE E AC 445 21 9,345 10-24-2024 64.90 Reconstruction $62,823.65
2028 036 03 24TH ST MANHATTAN AVE PARK AVE E AC 598 30 17,940 10-15-2024 63.50 Reconstruction $124,449.89
2028 042 03 28TH ST MORNINGSIDE DR INGLESIDE DR E AC 489 30 14,670 10-24-2024 63.40 Reconstruction $101,797.90
2028 059 03 3RD ST PACIFIC COAST HWY HOPKINS AVE E AC 612 30 18,360 10-24-2024 64.50 Reconstruction $124,512.84
2028 060 01 4TH CT BEACH DR HERMOSA AVE E AC 208 20 4,160 10-24-2024 65.60 Reconstruction $27,529.81
2028 061 05 4TH ST ARDMORE AVE PACIFIC COAST HWY E PCC 783 28 21,924 10-21-2024 63.40 Reconstruction $335,386.69
2028 063 04 5TH ST PINE CT HOPKINS AVE E APC 210 30 6,300 10-24-2024 65.10 Reconstruction $42,167.04
2028 066 01 7TH CT BEACH DR HERMOSA AVE E AC 300 20 6,000 10-24-2024 63.20 Reconstruction $41,805.68
2028 072 01 9TH CT BEACH DR HERMOSA AVE E AC 342 20 6,840 10-24-2024 64.20 Reconstruction $46,686.28
2028 075 01 ALLEY 4TH ST 5TH ST N AC 397 15 4,764 10-24-2024 64.40 Reconstruction $32,381.17
2028 075 05 ALLEY TENNYSON PL ALLEY w/o TENNYSON PL N AC 459 11 5,049 11-06-2024 63.00 Reconstruction $35,234.69
2028 081 02 ARTESIA BLVD HARPER AVE PACIFIC COAST HWY A AC 1,254 45 56,430 10-23-2024 62.00 Reconstruction $371,465.17
2028 084 01 AVA ST END 21ST ST E PCC 528 25 13,200 10-21-2024 63.00 Reconstruction $201,929.59
2028 089 10 BAYVIEW DR 34TH ST 35TH ST E PCC 140 18 2,520 10-21-2024 62.00 Reconstruction $38,550.19
2028 090 02 BEACH DR 1ST ST 2ND ST E AC 273 20 5,460 10-15-2024 64.00 Reconstruction $37,488.00
2028 090 18 BEACH DR 18TH ST 19TH ST E AC 270 20 5,400 10-15-2024 63.00 Reconstruction $37,831.78
2028 090 20 BEACH DR 20TH ST 21ST ST E AC 271 20 5,420 10-15-2024 65.00 Reconstruction $36,419.28
2028 128 06 HERMOSA AVE 8TH ST 10TH ST A AC 539 36 19,404 10-16-2024 62.00 Reconstruction $127,816.78
2028 128 35 HERMOSA AVE 6TH ST 4TH ST A AC 540 36 19,440 10-16-2024 61.00 Reconstruction $129,987.95
2028 130 01 HERMOSA VIEW DR END 30TH ST E AC 335 32 11,820 10-23-2024 64.00 Reconstruction $81,039.06
2028 133 01 HILL ST END HILL ST E AC 56 21 1,176 11-05-2024 63.20 Reconstruction $8,175.91
2028 144 07 LOMA DR 19TH ST PARK AVE E AC 1,264 20 25,280 10-17-2024 65.00 Reconstruction $169,811.85
2028 149 08 MANHATTAN AVE 14TH ST 16TH ST C AC 539 40 21,560 10-09-2024 61.60 Reconstruction $142,984.97
2028 161 04 MORNINGSIDE DR 30TH PL LONGFELLOW AVE E AC 439 24 10,536 10-23-2024 63.00 Reconstruction $73,710.26
2028 191 02 SUNSET DR 8TH ST 10TH ST E AC 540 20 10,800 10-17-2024 65.00 Reconstruction $72,546.20
2029 017 02 17TH ST PROSPECT AVE GOLDEN ST E AAC 371 24 8,904 10-23-2024 94.80 Slurry Seal $4,008.65
2029 017 03 17TH ST GOLDEN ST END E AAC 246 24 5,904 10-23-2024 94.80 Slurry Seal $2,658.02
2029 037 02 25TH ST MANHATTAN AVE MYRTLE AVE E AAC 285 30 8,550 10-15-2024 89.20 Slurry Seal $3,849.27
2029 065 09 6TH ST 58' s/o PROSPECT AVE PROSPECT AVE E AAC 58 28 1,624 10-24-2024 94.80 Slurry Seal $731.14
2029 068 03 7TH ST PACIFIC COAST HWY PROSPECT AVE E AAC 1,077 25 26,925 10-21-2024 94.80 Slurry Seal $12,121.83
2029 117 02 GOLDEN AVE 16TH ST 17TH ST E AAC 276 24 6,624 10-23-2024 94.80 Slurry Seal $2,982.17
2029 117 03 GOLDEN AVE 17TH ST END E AAC 161 24 3,864 10-23-2024 94.80 Slurry Seal $1,739.60
2029 180 01 PROSPECT AVE ANITA ST VAN HORNE LN C AAC 702 30 21,060 10-21-2024 94.80 Slurry Seal $9,481.37
2029 180 02 PROSPECT AVE VAN HORNE LN GENTRY ST C AAC 681 30 20,430 10-21-2024 94.80 Slurry Seal $9,197.73
2029 180 03 PROSPECT AVE GENTRY ST 6TH ST C AAC 586 30 17,580 10-21-2024 94.80 Slurry Seal $7,914.64
2029 180 04 PROSPECT AVE 6TH ST 8TH ST C AAC 575 30 17,250 10-21-2024 94.80 Slurry Seal $7,766.08
2029 180 05 PROSPECT AVE 8TH ST 9TH ST C AAC 345 30 10,350 10-21-2024 94.80 Slurry Seal $4,659.65
2029 180 06 PROSPECT AVE 9TH ST AVIATION BLVD C AAC 923 30 27,690 10-21-2024 94.80 Slurry Seal $12,466.24
2029 180 07 PROSPECT AVE AVIATION BLVD 14TH ST C AAC 486 36 17,496 10-21-2024 94.80 Slurry Seal $7,876.83
2029 180 08 PROSPECT AVE 14TH ST 15TH ST C AAC 248 36 8,928 10-23-2024 94.80 Slurry Seal $4,019.45
2029 180 09 PROSPECT AVE 15TH ST 17TH ST C AAC 815 36 29,340 10-23-2024 94.80 Slurry Seal $13,209.08
2029 180 10 PROSPECT AVE 17TH ST 20TH ST C AAC 883 36 31,788 10-23-2024 94.80 Slurry Seal $14,311.19
2029 180 11 PROSPECT AVE 20TH ST 21ST ST C AAC 459 36 16,524 10-23-2024 94.80 Slurry Seal $7,439.22
2029 180 12 PROSPECT AVE 21ST ST ARTESIA BLVD C AAC 574 30 17,220 10-23-2024 94.80 Slurry Seal $7,752.57
2029 180 13 PROSPECT AVE ARTESIA BLVD 21ST ST C AAC 567 30 17,010 10-23-2024 94.80 Slurry Seal $7,658.03
Page 10 of 16Page 154 of 324
Work Year Branch
ID
Section
ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last
Inpsection
Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update
10-Year Work Plan with Unlimited Budget
2029 197 01 VAN HORNE LN PROSPECT AVE REYNOLDS LN E AAC 51 26 1,380 10-21-2024 94.80 Slurry Seal $621.29
2029 002 10 10TH ST PROSPECT AVE HARPER AVE E AC 821 25 20,525 10-25-2024 68.40 Reconstruction $139,511.10
2029 004 01 11TH PL BARD ST VALLEY DR E AC 233 26 6,058 10-24-2024 67.70 Reconstruction $41,961.60
2029 005 01 11TH ST THE STRAND BEACH DR E AC 115 40 4,600 10-24-2024 66.30 Reconstruction $32,981.48
2029 010 06 14TH ST CORONA ST PROSPECT AVE E AC 100 24 2,400 10-24-2024 68.00 Reconstruction $16,494.20
2029 015 06 16TH ST PROSPECT AVE GOLDEN AVE E AC 267 25 6,675 10-24-2024 67.10 Reconstruction $46,941.95
2029 017 01 17TH ST PACIFIC COAST HWY PROSPECT AVE E AC 881 24 21,144 10-21-2024 67.30 Reconstruction $148,052.30
2029 019 01 18TH ST VALLEY PARK AVE VALLEY DR E AC 475 22 10,450 10-24-2024 66.40 Reconstruction $74,748.86
2029 029 01 21ST ST HERMOSA AVE MANHATTAN AVE E AC 299 30 8,970 10-23-2024 66.20 Reconstruction $64,465.46
2029 029 04 21ST ST ARDMORE AVE PACIFIC COAST HWY E AC 726 30 21,780 10-15-2024 67.50 Reconstruction $151,892.33
2029 033 02 22ND ST HERMOSA AVE MANHATTAN AVE C AC 296 40 11,840 10-15-2024 62.70 Reconstruction $82,424.82
2029 038 01 26TH ST HERMOSA AVE MANHATTAN AVE E AC 270 30 8,100 10-24-2024 66.20 Reconstruction $58,203.81
2029 038 02 26TH ST MANHATTAN AVE MORNINGSIDE DR E PCC 693 25 17,325 10-17-2024 64.30 Reconstruction $272,983.56
2029 041 02 28TH CT MANHATTAN AVE MORNINGSIDE DR E PCC 640 15 9,600 10-21-2024 64.90 Reconstruction $151,263.62
2029 048 02 30TH ST MANHATTAN AVE PALM DR E PCC 178 25 4,450 10-21-2024 64.00 Reconstruction $70,116.99
2029 063 02 5TH ST PACIFIC COAST HWY OCEAN VIEW CT E APC 303 28 8,484 10-24-2024 66.40 Reconstruction $60,686.06
2029 131 01 HERONDO ST HERMOSA AVE MONTEREY BLVD A AC 569 40 22,760 11-05-2024 63.20 Reconstruction $157,009.48
2029 131 02 HERONDO ST MONTEREY BLVD VALLEY DR A AC 784 40 31,360 11-05-2024 64.00 Reconstruction $213,829.23
2029 139 01 INGLESIDE DR 28TH ST 29TH ST E PCC 219 25 5,475 10-21-2024 66.20 Reconstruction $86,267.53
2029 144 05 LOMA DR PIER AVE 16TH ST E AC 597 25 14,925 10-17-2024 68.00 Reconstruction $102,690.97
2029 144 06 LOMA DR 16TH ST END E AC 530 25 13,250 10-17-2024 67.00 Reconstruction $93,538.65
2029 149 11 MANHATTAN AVE CIRCLE DR MONTEREY BLVD C AC 712 40 28,480 10-09-2024 63.60 Reconstruction $195,859.51
2029 158 04 MONTEREY BLVD 6TH ST 8TH ST C AC 540 38 20,520 10-11-2024 63.10 Reconstruction $142,088.35
2029 170 16 PALM DR 25TH ST 26TH ST E AC 268 20 5,360 10-09-2024 67.00 Reconstruction $37,893.40
2029 170 27 PALM DR 35TH ST NEPTUNE AVE E AC 144 23 3,312 10-09-2024 68.30 Reconstruction $22,638.92
2029 191 03 SUNSET DR 10TH ST 11TH ST E AC 510 20 10,200 10-17-2024 67.00 Reconstruction $72,007.11
2030 008 01 13TH ST HERMOSA AVE BEACH DR E AC 435 30 13,050 10-24-2024 75.50 Slurry Seal $6,051.46
2030 015 02 16TH ST MANHATTAN AVE MONTEREY BLVD E AC 290 30 8,700 10-24-2024 79.50 Slurry Seal $4,034.31
2030 021 02 19TH ST MANHATTAN AVE MONTEREY BLVD E AC 274 30 8,220 10-24-2024 79.10 Slurry Seal $3,811.72
2030 025 01 20TH ST POWER ST VALLEY DR E AC 622 20 11,240 10-24-2024 75.60 Slurry Seal $5,212.14
2030 029 05 21ST ST PACIFIC COAST HWY RHODES ST C AC 339 38 12,882 10-23-2024 78.90 Slurry Seal $5,973.56
2030 032 01 22ND CT END (S)22ND ST E AC 313 12 3,756 10-24-2024 82.90 Slurry Seal $1,741.71
2030 037 01 25TH ST HERMOSA AVE MANHATTAN AVE E AC 271 30 8,130 10-15-2024 75.90 Slurry Seal $3,769.99
2030 037 03 25TH ST MYRTLE AVE PARK AVE E AC 668 30 20,040 10-15-2024 79.10 Slurry Seal $9,292.82
2030 037 05 25TH ST ARDMORE AVE END E AC 413 24 9,912 10-24-2024 78.90 Slurry Seal $4,596.33
2030 048 05 30TH ST VALLEY DR ARDMORE AVE E AAC 132 25 3,300 10-24-2024 83.10 Slurry Seal $1,530.25
2030 054 01 34TH PL PALM DR MANHATTAN AVE E AC 177 11 1,947 10-10-2024 77.60 Slurry Seal $902.85
2030 056 01 35TH PL PALM DR MANHATTAN AVE E AC 180 10 1,800 10-10-2024 75.10 Slurry Seal $834.68
2030 057 02 35TH ST MANHATTAN AVE HIGHLAND AVE E APC 341 14 4,774 10-10-2024 78.70 Slurry Seal $2,213.77
2030 065 03 6TH ST MONTEREY BLVD LOMA DR C AC 272 32 8,704 10-22-2024 77.30 Slurry Seal $4,036.16
2030 065 05 6TH ST CYPRESS AVE VALLEY DR C AC 338 28 9,464 10-23-2024 78.60 Slurry Seal $4,388.58
2030 065 06 6TH ST ARDMORE AVE PACIFIC COAST HWY E AC 706 28 19,768 10-24-2024 82.00 Slurry Seal $9,166.69
2030 067 02 7TH PL REYNOLDS LN CITY LIMIT E AC 111 30 3,330 10-25-2024 83.00 Slurry Seal $1,544.17
2030 068 04 7TH ST PROSPECT AVE CITY LIMIT E AC 902 28 25,256 10-25-2024 80.40 Slurry Seal $11,711.55
2030 069 01 8TH CT BEACH DR HERMOSA AVE E AAC 322 20 6,440 10-24-2024 82.30 Slurry Seal $2,986.31
2030 070 02 8TH PL PACIFIC COAST HWY OCEAN DR E AC 684 24 16,416 10-25-2024 82.50 Slurry Seal $7,612.32
Page 11 of 16Page 155 of 324
Work Year Branch
ID
Section
ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last
Inpsection
Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update
10-Year Work Plan with Unlimited Budget
2030 070 03 8TH PL OCEAN DR PROSPECT AVE E AC 490 24 11,760 10-25-2024 82.50 Slurry Seal $5,453.27
2030 071 01 8TH ST HERMOSA AVE MANHATTAN AVE C AC 299 28 8,372 10-11-2024 80.60 Slurry Seal $3,882.21
2030 071 02 8TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 38 11,020 10-11-2024 76.80 Slurry Seal $5,110.12
2030 071 03 8TH ST MONTEREY BLVD LOMA DR C AC 270 38 10,260 10-11-2024 77.80 Slurry Seal $4,757.70
2030 071 04 8TH ST LOMA DR CYPRESS AVE C AC 246 28 6,888 10-11-2024 77.70 Slurry Seal $3,194.06
2030 079 07 ARDMORE AVE 16TH ST 256' n/o PIER AVE C AAC 308 27 8,316 10-17-2024 84.30 Slurry Seal $3,856.24
2030 079 08 ARDMORE AVE 21ST ST 16TH ST C AAC 1,404 27 37,908 10-17-2024 80.00 Slurry Seal $17,578.45
2030 089 03 BAYVIEW DR 4TH ST 6TH ST E AC 540 20 10,800 10-07-2024 78.20 Slurry Seal $5,008.11
2030 089 04 BAYVIEW DR 6TH ST 8TH ST E AC 540 20 10,800 10-07-2024 79.80 Slurry Seal $5,008.11
2030 090 01 BEACH DR LYNDON ST 1ST ST E AC 435 20 8,700 10-15-2024 76.00 Slurry Seal $4,034.31
2030 090 04 BEACH DR 3RD ST 4TH ST E AC 390 20 5,440 10-15-2024 78.00 Slurry Seal $2,522.60
2030 090 05 BEACH DR 4TH ST 5TH ST E AC 273 20 5,460 10-15-2024 82.00 Slurry Seal $2,531.88
2030 090 06 BEACH DR 5TH ST 6TH ST E AC 269 20 5,380 10-15-2024 83.00 Slurry Seal $2,494.78
2030 090 07 BEACH DR 6TH ST 7TH ST E AC 270 20 5,400 10-15-2024 81.00 Slurry Seal $2,504.05
2030 090 08 BEACH DR 7TH ST 8TH ST E AC 270 20 5,400 10-15-2024 80.00 Slurry Seal $2,504.05
2030 090 09 BEACH DR 8TH ST 9TH ST E AC 270 20 5,400 10-15-2024 84.00 Slurry Seal $2,504.05
2030 090 11 BEACH DR 10TH ST 11TH ST E AC 270 20 5,400 10-15-2024 77.00 Slurry Seal $2,504.05
2030 090 12 BEACH DR 11TH ST PIER AVE E AC 290 20 5,800 10-15-2024 84.00 Slurry Seal $2,689.54
2030 090 13 BEACH DR PIER AVE 13TH ST E AC 290 22 6,380 10-15-2024 85.00 Slurry Seal $2,958.49
2030 090 15 BEACH DR 15TH ST 16TH ST E AC 270 20 5,400 10-15-2024 81.00 Slurry Seal $2,504.05
2030 090 16 BEACH DR 16TH ST 17TH ST E AC 270 20 5,400 10-15-2024 77.00 Slurry Seal $2,504.05
2030 090 17 BEACH DR 17TH ST 18TH ST E AC 270 20 5,400 10-15-2024 75.00 Slurry Seal $2,504.05
2030 090 19 BEACH DR 19TH ST 20TH ST E AC 271 20 5,420 10-15-2024 78.00 Slurry Seal $2,513.33
2030 090 21 BEACH DR 21ST ST 22ND ST E AC 288 20 5,760 10-15-2024 82.00 Slurry Seal $2,670.99
2030 092 01 BORDEN AVE 21ST ST END E AAC 284 33 9,372 10-23-2024 75.90 Slurry Seal $4,345.92
2030 108 02 CYPRESS AVE 6TH ST 8TH ST E AC 539 25 13,475 10-07-2024 82.30 Slurry Seal $6,248.54
2030 128 13 HERMOSA AVE 22ND ST 25TH ST A AC 808 36 29,088 10-16-2024 85.00 Slurry Seal $13,488.50
2030 128 15 HERMOSA AVE 26TH ST 27TH ST A AC 308 28 8,624 10-16-2024 84.00 Slurry Seal $3,999.07
2030 128 18 HERMOSA AVE LONGFELLOW AVE 34TH ST A AC 426 20 8,520 10-16-2024 81.00 Slurry Seal $3,950.84
2030 128 19 HERMOSA AVE 34TH ST 35TH ST A AC 223 20 4,460 10-16-2024 79.00 Slurry Seal $2,068.16
2030 128 21 HERMOSA AVE 34TH ST LONGFELLOW AVE A AC 426 20 8,520 10-16-2024 82.00 Slurry Seal $3,950.84
2030 128 22 HERMOSA AVE LONGFELLOW AVE 30TH ST A AC 384 20 7,680 10-16-2024 82.00 Slurry Seal $3,561.32
2030 128 23 HERMOSA AVE 30TH ST 27TH ST A AC 651 20 13,020 10-16-2024 82.00 Slurry Seal $6,037.55
2030 128 28 HERMOSA AVE 21ST ST 19TH ST A AC 586 38 22,268 10-16-2024 85.00 Slurry Seal $10,325.97
2030 154 01 MASSEY AVE PROSPECT AVE 5TH ST E AAC 470 25 11,750 10-25-2024 75.80 Slurry Seal $5,448.63
2030 158 05 MONTEREY BLVD 8TH ST 10TH ST C AC 539 38 20,482 10-15-2024 79.20 Slurry Seal $9,497.78
2030 162 01 MYRTLE AVE 24TH ST 25TH ST E AC 573 30 17,190 10-23-2024 79.00 Slurry Seal $7,971.23
2030 162 02 MYRTLE AVE 25TH ST 26TH ST E AC 277 30 8,310 10-23-2024 77.00 Slurry Seal $3,853.46
2030 168 02 OZONE CT 24TH ST 25TH ST E AC 493 18 8,874 10-23-2024 76.00 Slurry Seal $4,114.99
2030 168 03 OZONE CT 25TH ST 26TH ST E AC 303 20 6,060 10-23-2024 77.00 Slurry Seal $2,810.10
2030 168 04 OZONE CT 26TH ST 27TH ST E AC 219 18 3,942 10-23-2024 82.00 Slurry Seal $1,827.96
2030 170 05 PALM DR 4TH ST 6TH ST E AC 540 20 10,800 10-11-2024 78.90 Slurry Seal $5,008.11
2030 170 07 PALM DR 8TH ST 10TH ST E AC 539 20 10,780 10-09-2024 80.30 Slurry Seal $4,998.83
2030 170 09 PALM DR PIER AVE 14TH ST E AC 538 20 10,760 10-09-2024 84.10 Slurry Seal $4,989.56
2030 170 12 PALM DR 19TH ST 21ST ST E AC 719 20 14,380 10-09-2024 79.10 Slurry Seal $6,668.20
2030 170 13 PALM DR 21ST ST 22ND ST E AC 289 20 5,780 10-09-2024 79.50 Slurry Seal $2,680.26
Page 12 of 16Page 156 of 324
Work Year Branch
ID
Section
ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last
Inpsection
Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update
10-Year Work Plan with Unlimited Budget
2030 172 02 PARK AVE LOMA DR 25TH ST E AC 522 30 15,660 10-23-2024 76.00 Slurry Seal $7,261.75
2030 181 01 RAYMOND AVE 16TH ST 17TH ST E AC 320 20 6,400 10-21-2024 83.50 Slurry Seal $2,967.77
2030 182 02 REYNOLDS LN 5TH ST 7TH PL E AC 405 15 6,075 10-25-2024 80.70 Slurry Seal $2,817.06
2030 195 05 VALLEY DR PIER AVE 18TH ST C AAC 1,250 28 35,000 10-17-2024 84.80 Slurry Seal $16,229.97
2030 195 10 VALLEY DR GOULD AVE 30TH ST C AAC 725 25 18,125 10-17-2024 79.40 Slurry Seal $8,404.81
2030 195 11 VALLEY DR 30TH ST LONGFELLOW AVE C AAC 370 32 11,840 10-17-2024 84.10 Slurry Seal $5,490.37
2030 199 01 OAK ST LOMA DR BARD ST E AC 557 20 11,140 10-23-2024 77.00 Slurry Seal $5,165.77
2030 001 01 10TH CT BEACH DR HERMOSA AVE E AC 363 20 7,260 10-22-2024 69.40 Reconstruction $52,857.09
2030 007 01 13TH CT BEACH DR HERMOSA AVE E AC 426 20 8,520 10-24-2024 68.70 Reconstruction $63,236.27
2030 013 03 15TH ST PROSPECT AVE CITY LIMIT E APC 579 28 16,212 10-24-2024 69.20 Reconstruction $118,672.33
2030 033 01 22ND ST END HERMOSA AVE C AC 154 40 6,160 10-21-2024 66.00 Reconstruction $43,648.02
2030 036 02 24TH ST HERMOSA AVE MANHATTAN AVE E AC 269 30 8,070 10-15-2024 69.20 Reconstruction $59,166.25
2030 036 05 24TH ST ARDMORE AVE PACIFIC COAST HWY E AC 773 28 19,544 10-24-2024 69.90 Reconstruction $140,138.35
2030 046 01 2ND ST THE STRAND BEACH DR E AC 100 28 2,800 10-21-2024 69.60 Reconstruction $20,268.74
2030 051 02 32ND PL MANHATTAN AVE MORNINGSIDE DR E AC 640 11 7,040 10-10-2024 70.10 Reconstruction $50,299.94
2030 061 01 4TH ST HERMOSA AVE MANHATTAN AVE C AC 300 40 12,000 10-21-2024 66.90 Reconstruction $83,956.96
2030 062 01 5TH CT BEACH DR HERMOSA AVE E AC 248 20 4,960 10-24-2024 69.50 Reconstruction $35,990.89
2030 067 01 7TH PL PROSPECT AVE REYNOLDS LN E AC 820 30 14,010 10-25-2024 70.10 Reconstruction $99,823.46
2030 107 01 CULPER CT 2ND ST 4TH ST E AC 431 25 10,775 10-21-2024 69.50 Reconstruction $78,235.88
2030 108 03 CYPRESS AVE 8TH ST END E AAC 304 28 8,512 10-23-2024 69.00 Reconstruction $62,673.42
2030 113 01 EL OESTE DR GOULD AVE END E AC 500 30 16,150 10-23-2024 70.00 Reconstruction $115,464.74
2030 117 01 GOLDEN AVE 15TH ST 16TH ST E APC 558 28 15,624 10-23-2024 70.00 Reconstruction $111,704.09
2030 122 01 GREENWICH VILLAGE HERMOSA AVE 27TH ST C AC 390 30 11,700 10-23-2024 67.00 Reconstruction $81,735.80
2030 128 03 HERMOSA AVE 2ND ST 4TH ST A AC 541 36 19,476 10-16-2024 65.00 Reconstruction $140,012.17
2030 128 04 HERMOSA AVE 4TH ST 6TH ST A AC 540 36 19,440 10-16-2024 66.00 Reconstruction $137,814.19
2030 133 02 HILL ST 2ND ST END E PCC 198 24 4,752 10-21-2024 67.40 Reconstruction $77,121.76
2030 138 01 HOPKINS AVE 3RD ST 5TH ST E AC 555 27 14,985 10-24-2024 69.20 Reconstruction $109,690.65
2030 139 05 INGLESIDE DR LONGFELLOW AVE FRANCISCO ST E AC 250 30 7,500 10-23-2024 70.00 Reconstruction $53,621.40
2030 149 10 MANHATTAN AVE 19TH ST CIRCLE DR C AC 352 40 14,080 10-09-2024 64.90 Reconstruction $101,416.47
2030 158 02 MONTEREY BLVD 2ND ST 4TH ST C AC 540 40 21,600 10-11-2024 65.30 Reconstruction $154,705.29
2030 170 14 PALM DR 22ND ST 24TH ST E AC 385 20 7,700 10-09-2024 69.50 Reconstruction $56,024.80
2030 175 01 PINE ST 5TH ST 6TH ST E AC 310 24 7,440 10-24-2024 68.80 Reconstruction $55,073.77
2030 196 01 VALLEY PARK AVE END 20TH ST E AC 736 26 19,136 10-24-2024 69.40 Reconstruction $139,277.07
2031 005 06 11TH ST PROSPECT AVE HARPER AVE E AC 604 25 15,100 10-25-2024 88.40 Slurry Seal $7,212.14
2031 040 02 27TH ST MANHATTAN AVE MORNINGSIDE DR C AC 640 42 26,880 11-05-2024 87.20 Slurry Seal $12,838.56
2031 065 02 6TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 40 11,600 10-22-2024 86.40 Slurry Seal $5,540.45
2031 068 01 7TH ST CYPRESS AVE VALLEY DR E AC 457 25 11,425 10-07-2024 89.10 Slurry Seal $5,456.86
2031 073 05 9TH ST PROSPECT AVE REYNOLDS LN E AC 806 28 22,568 10-23-2024 86.30 Slurry Seal $10,779.04
2031 075 03 ALLEY END TENNYSON PL N AC 537 11 5,907 11-06-2024 87.00 Slurry Seal $2,821.33
2031 090 14 BEACH DR 13TH ST 14TH ST E AC 270 21 5,170 10-15-2024 89.00 Slurry Seal $2,469.32
2031 118 03 GOULD AVE ARDMORE AVE PACIFIC COAST HWY A AAC 1,572 39 61,308 10-17-2024 88.00 Slurry Seal $29,282.23
2031 128 10 HERMOSA AVE 16TH ST 19TH ST A AC 823 36 29,628 10-16-2024 88.00 Slurry Seal $14,151.07
2031 128 11 HERMOSA AVE 19TH ST 21ST ST A AC 586 36 21,096 10-16-2024 88.00 Slurry Seal $10,075.97
2031 128 12 HERMOSA AVE 21ST ST 22ND ST A AC 356 36 12,816 10-16-2024 88.00 Slurry Seal $6,121.24
2031 128 14 HERMOSA AVE 25TH ST 26TH ST A AC 279 36 10,044 10-16-2024 88.00 Slurry Seal $4,797.26
2031 128 16 HERMOSA AVE 27TH ST 30TH ST A AC 655 20 13,100 10-16-2024 87.00 Slurry Seal $6,256.89
Page 13 of 16Page 157 of 324
Work Year Branch
ID
Section
ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last
Inpsection
Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update
10-Year Work Plan with Unlimited Budget
2031 128 17 HERMOSA AVE 30TH ST LONGFELLOW AVE A AC 384 20 7,680 10-16-2024 86.00 Slurry Seal $3,668.16
2031 128 25 HERMOSA AVE 26TH ST 25TH ST A AC 279 38 10,602 10-16-2024 86.00 Slurry Seal $5,063.78
2031 128 26 HERMOSA AVE 25TH ST 22ND ST A AC 808 38 30,704 10-16-2024 86.00 Slurry Seal $14,664.99
2031 128 29 HERMOSA AVE 19TH 16TH ST A AC 823 38 31,274 10-16-2024 87.00 Slurry Seal $14,937.24
2031 146 03 LONGFELLOW AVE MORNINGSIDE DR INGLESIDE DR C AC 490 40 19,600 10-10-2024 87.60 Slurry Seal $9,361.45
2031 170 08 PALM DR 10TH ST PIER AVE E AC 581 20 11,620 10-09-2024 87.60 Slurry Seal $5,550.00
2031 191 04 SUNSET DR 11TH ST PIER AVE E AC 549 20 10,980 10-17-2024 87.00 Slurry Seal $5,244.32
2031 195 09 VALLEY DR 25TH ST GOULD AVE C AAC 1,031 28 28,868 10-17-2024 85.80 Slurry Seal $13,788.08
2031 079 02 ARDMORE AVE 2ND ST 5TH ST C AC 832 25 20,800 10-23-2024 69.30 Reconstruction $150,313.40
2031 128 38 HERMOSA AVE LYNDON ST HERONDO ST A AC 259 28 7,252 10-16-2024 68.00 Reconstruction $53,377.78
2031 158 06 MONTEREY BLVD 10TH ST 11TH ST C AC 510 36 18,360 10-15-2024 68.50 Reconstruction $134,237.94
2032 004 02 11TH PL END PACIFIC COAST HWY E AAC 317 39 12,363 10-24-2024 91.10 Slurry Seal $6,082.02
2032 008 02 13TH ST PACIFIC COAST HWY OCEAN DR E AAC 689 25 17,225 10-23-2024 89.30 Slurry Seal $8,473.90
2032 036 04 24TH ST PARK AVE VALLEY DR E AAC 1,132 26 29,432 10-15-2024 92.80 Slurry Seal $14,479.18
2032 046 02 2ND ST BEACH DR HERMOSA AVE C AC 148 40 5,920 10-21-2024 89.00 Slurry Seal $2,912.37
2032 075 09 ALLEY BEACH DR 22ND CT N AC 61 19 1,159 11-05-2024 92.40 Slurry Seal $570.17
2032 079 12 ARDMORE AVE 30TH ST BOUNDARY PL C AAC 413 22 9,086 10-17-2024 89.10 Slurry Seal $4,469.89
2032 116 02 GENTRY ST 6TH ST 110' S/O 6TH ST E AC 110 28 3,080 10-24-2024 89.40 Slurry Seal $1,515.22
2032 118 01 GOULD AVE MORNINGSIDE DR VALLEY DR C AAC 634 60 38,040 10-17-2024 90.00 Slurry Seal $18,713.92
2032 118 02 GOULD AVE VALLEY DR ARDMORE AVE C AC 160 54 8,640 10-17-2024 91.00 Slurry Seal $4,250.48
2032 118 04 GOULD AVE PACIFIC COAST HWY ARDMORE AVE A AAC 1,562 39 60,918 10-17-2024 89.00 Slurry Seal $29,968.83
2032 128 07 HERMOSA AVE 10TH ST PIER AVE A AC 559 36 20,124 10-16-2024 91.00 Slurry Seal $9,900.08
2032 128 08 HERMOSA AVE PIER AVE 15TH CT A AC 693 40 27,720 10-16-2024 89.00 Slurry Seal $13,636.95
2032 128 09 HERMOSA AVE 15TH CT 16TH ST A AC 406 36 14,616 10-16-2024 89.00 Slurry Seal $7,190.39
2032 128 27 HERMOSA AVE 22ND ST 21ST ST A AC 356 38 13,528 10-16-2024 90.00 Slurry Seal $6,655.15
2032 128 30 HERMOSA AVE 16TH ST 15TH CT A AC 406 38 15,428 10-16-2024 91.00 Slurry Seal $7,589.86
2032 128 31 HERMOSA AVE 15TH CT PIER AVE A AC 693 35 24,255 10-16-2024 91.00 Slurry Seal $11,932.34
2032 128 32 HERMOSA AVE PIER AVE 10TH ST A AC 559 36 20,124 10-16-2024 89.00 Slurry Seal $9,900.08
2032 170 03 PALM DR 1ST ST 2ND ST E AAC 440 20 8,800 10-11-2024 92.80 Slurry Seal $4,329.19
2032 170 15 PALM DR 24TH ST 25TH ST E AC 405 20 8,100 10-09-2024 92.80 Slurry Seal $3,984.82
2032 177 01 PORTER LN ARDMORE AVE GOULD AVE E AAC 645 30 19,350 11-05-2024 89.90 Slurry Seal $9,519.30
2032 043 02 29TH CT MANHATTAN AVE MORNINGSIDE DR E PCC 640 15 9,600 10-21-2024 71.80 Reconstruction $165,289.84
2032 049 04 31ST PL INGLESIDE DR VALLEY DR E PCC 166 10 1,660 10-10-2024 71.30 Reconstruction $28,581.37
2032 128 24 HERMOSA AVE 27TH ST 26TH ST A AC 308 20 6,160 10-16-2024 70.00 Reconstruction $47,094.55
2032 128 34 HERMOSA AVE 8TH ST 6TH ST A AC 539 36 19,404 10-16-2024 70.00 Reconstruction $148,347.84
2032 128 36 HERMOSA AVE 4TH ST 2ND ST A AC 541 36 19,476 10-16-2024 70.00 Reconstruction $148,898.30
2032 174 02 PIER AVE MANHATTAN AVE MONTEREY BLVD A AC 395 38 15,010 10-15-2024 70.00 Reconstruction $114,754.75
2033 002 03 10TH ST HERMOSA AVE MANHATTAN AVE C AC 299 40 11,960 10-23-2024 91.70 Slurry Seal $6,060.28
2033 010 07 14TH ST PROSPECT AVE END E AC 461 24 11,064 10-21-2024 94.80 Slurry Seal $5,606.26
2033 012 02 15TH PL MIRA ST BONNIE BRAE ST E AC 455 20 9,100 10-21-2024 94.80 Slurry Seal $4,611.08
2033 021 05 19TH ST PROSPECT AVE HARPER AVE E AAC 679 25 16,975 10-23-2024 94.80 Slurry Seal $8,601.44
2033 025 03 20TH ST PROSPECT AVE HARPER AVE E AAC 611 26 15,886 10-23-2024 94.80 Slurry Seal $8,049.63
2033 027 01 20TH PL PROSPECT AVE HARPER AVE E AAC 564 25 14,100 10-23-2024 93.40 Slurry Seal $7,144.64
2033 029 07 21ST ST HARPER AVE PROSPECT AVE E AAC 512 32 16,384 10-23-2024 94.80 Slurry Seal $8,301.97
2033 036 06 24TH ST END HILLCREST DR E AC 198 28 7,044 10-23-2024 94.80 Slurry Seal $3,569.28
2033 036 07 24TH ST PROSPECT AVE HARPER AVE E AAC 460 25 11,500 10-23-2024 94.80 Slurry Seal $5,827.19
Page 14 of 16Page 158 of 324
Work Year Branch
ID
Section
ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last
Inpsection
Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update
10-Year Work Plan with Unlimited Budget
2033 049 01 31ST PL PALM DR MANHATTAN AVE E AC 181 11 1,991 10-10-2024 94.80 Slurry Seal $1,008.86
2033 051 01 32ND PL PALM DR MANHATTAN AVE E AC 182 10 1,820 10-10-2024 94.80 Slurry Seal $922.22
2033 061 02 4TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 38 11,020 10-21-2024 94.10 Slurry Seal $5,583.97
2033 079 01 ARDMORE AVE END 2ND ST E AC 581 25 14,525 10-23-2024 93.40 Slurry Seal $7,360.00
2033 079 04 ARDMORE AVE 10TH ST 8TH ST C AAC 673 25 16,825 10-17-2024 94.80 Slurry Seal $8,525.43
2033 079 05 ARDMORE AVE PIER AVE 10TH ST C AAC 963 25 24,075 10-17-2024 94.80 Slurry Seal $12,199.10
2033 079 09 ARDMORE AVE PORTER LN 21ST ST C AAC 1,216 27 32,432 10-17-2024 94.80 Slurry Seal $16,433.69
2033 079 10 ARDMORE AVE GOULD TER PORTER LN C AAC 814 27 21,663 10-17-2024 94.80 Slurry Seal $10,976.91
2033 079 11 ARDMORE AVE GOULD AVE 30TH ST C AAC 624 22 13,728 10-17-2024 94.80 Slurry Seal $6,956.15
2033 082 01 AUBREY PARK CT AVIATION BLVD END E AAC 378 15 5,670 10-23-2024 93.50 Slurry Seal $2,873.06
2033 083 01 AUBREY CT END AUBREY CT E AAC 93 18 1,674 10-23-2024 94.80 Slurry Seal $848.24
2033 105 02 CORONA ST 14TH ST END E AC 71 22 1,562 10-21-2024 94.80 Slurry Seal $791.48
2033 120 01 GOULD TER GOULD AVE END E AAC 937 20 18,740 10-17-2024 95.00 Slurry Seal $9,495.79
2033 125 01 HARPER AVE 11TH ST AVIATION BLVD E AC 591 25 14,775 10-23-2024 94.80 Slurry Seal $7,486.67
2033 125 02 HARPER AVE PALM ST CARNEGIE LN E AAC 1,275 19 20,400 10-23-2024 94.80 Slurry Seal $10,336.93
2033 125 03 HARPER AVE CARNEGIE LN ARTESIA BLVD E AAC 1,265 15 18,975 10-23-2024 95.00 Slurry Seal $9,614.86
2033 132 01 HIGHLAND AVE 35TH ST LONGFELLOW AVE C AC 557 38 21,166 10-10-2024 94.80 Slurry Seal $10,725.07
2033 134 02 HILLCREST DR 21ST ST 24TH ST E AC 207 28 5,796 10-23-2024 94.80 Slurry Seal $2,936.90
2033 146 01 LONGFELLOW AVE HERMOSA AVE MANHATTAN AVE C AC 313 40 12,520 10-10-2024 92.40 Slurry Seal $6,344.04
2033 146 02 LONGFELLOW AVE MANHATTAN AVE MORNINGSIDE DR C AC 640 40 25,600 10-10-2024 92.80 Slurry Seal $12,971.83
2033 149 17 MANHATTAN AVE LONGFELLOW AVE NEPTUNE AVE C AC 775 30 23,250 10-09-2024 94.80 Slurry Seal $11,781.06
2033 157 01 MIRA ST 15TH PL 16TH ST E AC 121 22 2,662 10-21-2024 93.10 Slurry Seal $1,348.87
2033 159 01 MONTGOMERY DR AUBREY PARK CT OCEAN DR E AAC 276 17 4,692 10-23-2024 94.80 Slurry Seal $2,377.49
2033 164 05 OCEAN DR AVIATION BLVD 14TH ST E AAC 748 19 14,212 10-23-2024 94.80 Slurry Seal $7,201.39
2033 189 01 SPRINGFIELD AVE END SPRINGFIELD AVE E AAC 64 44 2,816 10-24-2024 94.80 Slurry Seal $1,426.90
2033 035 02 24TH PL ARDMORE AVE PACIFIC COAST HWY E AC 809 28 20,552 10-24-2024 70.40 Reconstruction $158,556.12
2033 063 03 5TH ST OCEAN VIEW AVE PINE CT E APC 152 28 4,256 10-24-2024 70.50 Reconstruction $32,726.62
2033 068 02 7TH ST ARDMORE AVE END E AC 305 25 7,625 10-24-2024 70.50 Reconstruction $58,632.63
2033 170 17 PALM DR 26TH ST GREENWICH VILLAGE E AC 159 20 3,180 10-09-2024 70.50 Reconstruction $24,521.22
2033 182 01 REYNOLDS LN VAN HORNE LN 5TH ST E AC 569 15 8,535 10-25-2024 70.70 Reconstruction $65,197.38
2034 017 02 17TH ST PROSPECT AVE GOLDEN ST E AAC 371 24 8,904 10-23-2024 94.80 Slurry Seal $4,647.12
2034 017 03 17TH ST GOLDEN ST END E AAC 246 24 5,904 10-23-2024 94.80 Slurry Seal $3,081.38
2034 037 02 25TH ST MANHATTAN AVE MYRTLE AVE E AAC 285 30 8,550 10-15-2024 89.20 Slurry Seal $4,462.36
2034 065 09 6TH ST 58' s/o PROSPECT AVE PROSPECT AVE E AAC 58 28 1,624 10-24-2024 94.80 Slurry Seal $847.59
2034 068 03 7TH ST PACIFIC COAST HWY PROSPECT AVE E AAC 1,077 25 26,925 10-21-2024 94.80 Slurry Seal $14,052.52
2034 117 02 GOLDEN AVE 16TH ST 17TH ST E AAC 276 24 6,624 10-23-2024 94.80 Slurry Seal $3,457.16
2034 117 03 GOLDEN AVE 17TH ST END E AAC 161 24 3,864 10-23-2024 94.80 Slurry Seal $2,016.67
2034 180 01 PROSPECT AVE ANITA ST VAN HORNE LN C AAC 702 30 21,060 10-21-2024 94.80 Slurry Seal $10,991.50
2034 180 02 PROSPECT AVE VAN HORNE LN GENTRY ST C AAC 681 30 20,430 10-21-2024 94.80 Slurry Seal $10,662.70
2034 180 03 PROSPECT AVE GENTRY ST 6TH ST C AAC 586 30 17,580 10-21-2024 94.80 Slurry Seal $9,175.24
2034 180 04 PROSPECT AVE 6TH ST 8TH ST C AAC 575 30 17,250 10-21-2024 94.80 Slurry Seal $9,003.01
2034 180 05 PROSPECT AVE 8TH ST 9TH ST C AAC 345 30 10,350 10-21-2024 94.80 Slurry Seal $5,401.81
2034 180 06 PROSPECT AVE 9TH ST AVIATION BLVD C AAC 923 30 27,690 10-21-2024 94.80 Slurry Seal $14,451.79
2034 180 07 PROSPECT AVE AVIATION BLVD 14TH ST C AAC 486 36 17,496 10-21-2024 94.80 Slurry Seal $9,131.40
2034 180 08 PROSPECT AVE 14TH ST 15TH ST C AAC 248 36 8,928 10-23-2024 94.80 Slurry Seal $4,659.64
2034 180 09 PROSPECT AVE 15TH ST 17TH ST C AAC 815 36 29,340 10-23-2024 94.80 Slurry Seal $15,312.95
Page 15 of 16Page 159 of 324
Work Year Branch
ID
Section
ID Branch Name From To Section
Rank
Surface Type -
Current Length Width
Section True
Area
(SF)
Last
Inpsection
Date
Condition at
Last
Inspection
Conceptual
Treatment Type
Cost of
Treatment
Appendix B
City of Hermosa Beach 2024 Pavement Management Plan Update
10-Year Work Plan with Unlimited Budget
2034 180 10 PROSPECT AVE 17TH ST 20TH ST C AAC 883 36 31,788 10-23-2024 94.80 Slurry Seal $16,590.59
2034 180 11 PROSPECT AVE 20TH ST 21ST ST C AAC 459 36 16,524 10-23-2024 94.80 Slurry Seal $8,624.10
2034 180 12 PROSPECT AVE 21ST ST ARTESIA BLVD C AAC 574 30 17,220 10-23-2024 94.80 Slurry Seal $8,987.35
2034 180 13 PROSPECT AVE ARTESIA BLVD 21ST ST C AAC 567 30 17,010 10-23-2024 94.80 Slurry Seal $8,877.75
2034 197 01 VAN HORNE LN PROSPECT AVE REYNOLDS LN E AAC 51 26 1,380 10-21-2024 94.80 Slurry Seal $720.24
2034 010 03 14TH ST PACIFIC COAST HWY OCEAN DR E AC 690 24 16,560 10-21-2024 71.00 Reconstruction $138,012.03
2034 011 01 15TH CT END HERMOSA AVE E AC 396 20 7,920 10-24-2024 71.00 Reconstruction $65,974.74
2034 015 03 16TH ST MONTEREY BLVD LOMA DR E AC 160 30 4,800 10-24-2024 72.60 Reconstruction $37,816.51
2034 049 02 31ST PL MANHATTAN AVE MORNINGSIDE DR E AC 640 12 7,680 10-10-2024 71.50 Reconstruction $63,083.19
2034 064 01 6TH CT BEACH DR HERMOSA AVE E AC 280 20 5,600 10-24-2024 71.90 Reconstruction $45,252.41
2034 089 01 BAYVIEW DR 1ST ST 2ND ST E AC 461 20 9,220 10-11-2024 72.60 Reconstruction $72,819.71
2034 089 06 BAYVIEW DR 10TH ST PIER AVE E AC 892 20 17,840 10-15-2024 71.00 Reconstruction $148,842.68
2034 101 01 CIRCLE CT CIRCLE DR MONTEREY BLVD E AC 169 30 5,070 10-15-2024 72.10 Reconstruction $40,744.54
2034 161 01 MORNINGSIDE DR 25TH ST END E AC 373 32 11,936 10-23-2024 71.00 Reconstruction $99,444.23
2034 170 04 PALM DR 2ND ST 4TH ST E AC 540 20 10,800 10-11-2024 72.80 Reconstruction $84,664.16
2034 172 01 PARK AVE MONTEREY AVE LOMA DR E AC 150 30 4,500 10-23-2024 72.00 Reconstruction $36,240.16
2034 186 01 SILVERSTRAND AVE 24TH ST 25TH ST E AC 664 30 19,920 10-23-2024 72.00 Reconstruction $160,423.10
Page 16 of 16Page 160 of 324
Appendix C
Preliminary List of Streets for Crack
Sealing
Page 161 of 324
Branch ID Section ID Branch Name From To Section
Rank
Surface
Type -
Current
Length Width
Section True
Area
(SF)
Last Insp Date PCI Work Description
001 01 10TH CT BEACH DR HERMOSA AVE E AC 363 20 7,260 10-22-2024 69 Crack Sealing - AC
002 08 10TH ST OCEAN DR OWOSSO AVE E AC 362 24 8,688 10-25-2024 62 Crack Sealing - AC
002 04 10TH ST MANHATTAN AVE MONTEREY BLVD C AC 290 38 11,020 10-24-2024 73 Crack Sealing - AC
002 10 10TH ST PROSPECT AVE HARPER AVE E AC 821 25 20,525 10-25-2024 68 Crack Sealing - AC
004 01 11TH PL BARD ST VALLEY DR E AC 233 26 6,058 10-24-2024 68 Crack Sealing - AC
005 04 11TH ST LOMA DR VALLEY DR E AC 684 25 17,100 10-24-2024 65 Crack Sealing - AC
005 01 11TH ST THE STRAND BEACH DR E AC 115 40 4,600 10-24-2024 66 Crack Sealing - AC
008 01 13TH ST HERMOSA AVE BEACH DR E AC 435 30 13,050 10-24-2024 76 Crack Sealing - AC
009 01 14TH CT BEACH DR HERMOSA AVE E AC 445 21 9,345 10-24-2024 65 Crack Sealing - AC
010 03 14TH ST PACIFIC COAST HWY OCEAN DR E AC 690 24 16,560 10-21-2024 71 Crack Sealing - AC
010 06 14TH ST CORONA ST PROSPECT AVE E AC 100 24 2,400 10-24-2024 68 Crack Sealing - AC
010 04 14TH ST OCEAN DR BONNIE BRAE ST E AC 124 24 2,976 10-21-2024 62 Crack Sealing - AC
011 01 15TH CT END HERMOSA AVE E AC 396 20 7,920 10-24-2024 71 Crack Sealing - AC
013 03 15TH ST PROSPECT AVE CITY LIMIT E APC 579 28 16,212 10-24-2024 69 Crack Sealing - AC
015 02 16TH ST MANHATTAN AVE MONTEREY BLVD E AC 290 30 8,700 10-24-2024 80 Crack Sealing - AC
015 06 16TH ST PROSPECT AVE GOLDEN AVE E AC 267 25 6,675 10-24-2024 67 Crack Sealing - AC
019 01 18TH ST VALLEY PARK AVE VALLEY DR E AC 475 22 10,450 10-24-2024 66 Crack Sealing - AC
021 02 19TH ST MANHATTAN AVE MONTEREY BLVD E AC 274 30 8,220 10-24-2024 79 Crack Sealing - AC
023 01 1ST PL ARDMORE AVE PACIFIC COAST HWY E AC 653 26 16,978 10-23-2024 62 Crack Sealing - AC
025 01 20TH ST POWER ST VALLEY DR E AC 622 20 11,240 10-24-2024 76 Crack Sealing - AC
029 04 21ST ST ARDMORE AVE PACIFIC COAST HWY E AC 726 30 21,780 10-15-2024 68 Crack Sealing - AC
029 06 21ST ST RHODES ST PROSPECT AVE C AC 433 35 15,155 10-21-2024 71 Crack Sealing - AC
029 01 21ST ST HERMOSA AVE MANHATTAN AVE E AC 299 30 8,970 10-23-2024 66 Crack Sealing - AC
029 05 21ST ST PACIFIC COAST HWY RHODES ST C AC 339 38 12,882 10-23-2024 79 Crack Sealing - AC
033 02 22ND ST HERMOSA AVE MANHATTAN AVE C AC 296 40 11,840 10-15-2024 63 Crack Sealing - AC
036 05 24TH ST ARDMORE AVE PACIFIC COAST HWY E AC 773 28 19,544 10-24-2024 70 Crack Sealing - AC
036 02 24TH ST HERMOSA AVE MANHATTAN AVE E AC 269 30 8,070 10-15-2024 69 Crack Sealing - AC
036 03 24TH ST MANHATTAN AVE PARK AVE E AC 598 30 17,940 10-15-2024 64 Crack Sealing - AC
037 03 25TH ST MYRTLE AVE PARK AVE E AC 668 30 20,040 10-15-2024 79 Crack Sealing - AC
038 02 26TH ST MANHATTAN AVE MORNINGSIDE DR E PCC 693 25 17,325 10-17-2024 64 Crack Sealing - PCC
038 01 26TH ST HERMOSA AVE MANHATTAN AVE E AC 270 30 8,100 10-24-2024 66 Crack Sealing - AC
039 01 27TH CT OZONE CT MORNINGSIDE DR E PCC 559 15 8,385 10-21-2024 65 Crack Sealing - PCC
041 02 28TH CT MANHATTAN AVE MORNINGSIDE DR E PCC 640 15 9,600 10-21-2024 65 Crack Sealing - PCC
042 03 28TH ST MORNINGSIDE DR INGLESIDE DR E AC 489 30 14,670 10-24-2024 63 Crack Sealing - AC
042 02 28TH ST MANHATTAN AVE MORNINGSIDE DR E AC 640 30 19,200 10-24-2024 61 Crack Sealing - AC
043 02 29TH CT MANHATTAN AVE MORNINGSIDE DR E PCC 640 15 9,600 10-21-2024 72 Crack Sealing - PCC
046 01 2ND ST THE STRAND BEACH DR E AC 100 28 2,800 10-21-2024 70 Crack Sealing - AC
046 06 2ND ST VALLEY DR ARDMORE AVE C AC 578 30 17,340 10-21-2024 65 Crack Sealing - AC
046 07 2ND ST ARDMORE AVE PACIFIC COAST HWY C AC 666 30 19,980 10-21-2024 61 Crack Sealing - AC
048 02 30TH ST MANHATTAN AVE PALM DR E PCC 178 25 4,450 10-21-2024 64 Crack Sealing - PCC
049 04 31ST PL INGLESIDE DR VALLEY DR E PCC 166 10 1,660 10-10-2024 71 Crack Sealing - PCC
049 02 31ST PL MANHATTAN AVE MORNINGSIDE DR E AC 640 12 7,680 10-10-2024 72 Crack Sealing - AC
051 04 32ND PL INGLESIDE DR VALLEY DR E PCC 216 10 2,160 10-21-2024 75 Crack Sealing - PCC
Appendix C
City of Hermosa Beach 2024 Pavement Management Plan Update
List of streets for Crack Sealing
Page 1 of 4Page 162 of 324
Branch ID Section ID Branch Name From To Section
Rank
Surface
Type -
Current
Length Width
Section True
Area
(SF)
Last Insp Date PCI Work Description
Appendix C
City of Hermosa Beach 2024 Pavement Management Plan Update
List of streets for Crack Sealing
052 04 33RD PL MORNINGSIDE DR INGLESIDE DR E PCC 486 15 7,290 10-10-2024 78 Crack Sealing - PCC
059 01 3RD ST END ARDMORE AVE E AC 285 26 7,410 10-23-2024 62 Crack Sealing - AC
060 01 4TH CT BEACH DR HERMOSA AVE E AC 208 20 4,160 10-24-2024 66 Crack Sealing - AC
061 06 4TH ST PACIFIC COAST HWY OCEAN VIEW AVE E PCC 304 25 7,600 10-21-2024 63 Crack Sealing - PCC
061 05 4TH ST ARDMORE AVE PACIFIC COAST HWY E PCC 783 28 21,924 10-21-2024 63 Crack Sealing - PCC
061 01 4TH ST HERMOSA AVE MANHATTAN AVE C AC 300 40 12,000 10-21-2024 67 Crack Sealing - AC
063 04 5TH ST PINE CT HOPKINS AVE E APC 210 30 6,300 10-24-2024 65 Crack Sealing - AC
063 06 5TH ST MASSEY AVE REYNOLDS LN E AC 239 26 6,214 10-25-2024 61 Crack Sealing - AC
063 03 5TH ST OCEAN VIEW AVE PINE CT E APC 152 28 4,256 10-24-2024 71 Crack Sealing - AC
063 02 5TH ST PACIFIC COAST HWY OCEAN VIEW CT E APC 303 28 8,484 10-24-2024 66 Crack Sealing - AC
064 01 6TH CT BEACH DR HERMOSA AVE E AC 280 20 5,600 10-24-2024 72 Crack Sealing - AC
065 05 6TH ST CYPRESS AVE VALLEY DR C AC 338 28 9,464 10-23-2024 79 Crack Sealing - AC
065 01 6TH ST HERMOSA AVE MANHATTAN AVE C AC 299 40 11,960 10-22-2024 74 Crack Sealing - AC
065 03 6TH ST MONTEREY BLVD LOMA DR C AC 272 32 8,704 10-22-2024 77 Crack Sealing - AC
066 01 7TH CT BEACH DR HERMOSA AVE E AC 300 20 6,000 10-24-2024 63 Crack Sealing - AC
067 01 7TH PL PROSPECT AVE REYNOLDS LN E AC 820 30 14,010 10-25-2024 70 Crack Sealing - AC
069 01 8TH CT BEACH DR HERMOSA AVE E AAC 322 20 6,440 10-24-2024 82 Crack Sealing - AC
071 03 8TH ST MONTEREY BLVD LOMA DR C AC 270 38 10,260 10-11-2024 78 Crack Sealing - AC
071 09 8TH ST PROSPECT AVE CITY LIMIT E APC 847 28 23,716 10-25-2024 73 Crack Sealing - AC
072 01 9TH CT BEACH DR HERMOSA AVE E AC 342 20 6,840 10-24-2024 64 Crack Sealing - AC
073 02 9TH ST PACIFIC COAST HWY OCEAN DR E AC 676 24 16,224 10-25-2024 74 Crack Sealing - AC
073 03 9TH ST OCEAN DR OWOSSO AVE E AC 256 24 6,144 10-25-2024 61 Crack Sealing - AC
075 01 ALLEY 4TH ST 5TH ST N AC 397 15 4,764 10-24-2024 64 Crack Sealing - AC
079 08 ARDMORE AVE 21ST ST 16TH ST C AAC 1,404 27 37,908 10-17-2024 80 Crack Sealing - AC
079 03 ARDMORE AVE 8TH ST 5TH ST C AC 761 25 19,025 10-17-2024 74 Crack Sealing - AC
079 07 ARDMORE AVE 16TH ST 256' n/o PIER AVE C AAC 308 27 8,316 10-17-2024 84 Crack Sealing - AC
079 02 ARDMORE AVE 2ND ST 5TH ST C AC 832 25 20,800 10-23-2024 69 Crack Sealing - AC
081 02 ARTESIA BLVD HARPER AVE PACIFIC COAST HWY A AC 1,254 45 56,430 10-23-2024 62 Crack Sealing - AC
084 01 AVA ST END 21ST ST E PCC 528 25 13,200 10-21-2024 63 Crack Sealing - PCC
086 02 BARD ST END PIER AVE C AC 390 44 17,160 09-25-2016 65 Crack Sealing - AC
089 06 BAYVIEW DR 10TH ST PIER AVE E AC 892 20 17,840 10-15-2024 71 Crack Sealing - AC
090 02 BEACH DR 1ST ST 2ND ST E AC 273 20 5,460 10-15-2024 64 Crack Sealing - AC
090 20 BEACH DR 20TH ST 21ST ST E AC 271 20 5,420 10-15-2024 65 Crack Sealing - AC
090 15 BEACH DR 15TH ST 16TH ST E AC 270 20 5,400 10-15-2024 81 Crack Sealing - AC
090 19 BEACH DR 19TH ST 20TH ST E AC 271 20 5,420 10-15-2024 78 Crack Sealing - AC
090 12 BEACH DR 11TH ST PIER AVE E AC 290 20 5,800 10-15-2024 84 Crack Sealing - AC
090 18 BEACH DR 18TH ST 19TH ST E AC 270 20 5,400 10-15-2024 63 Crack Sealing - AC
090 01 BEACH DR LYNDON ST 1ST ST E AC 435 20 8,700 10-15-2024 76 Crack Sealing - AC
090 17 BEACH DR 17TH ST 18TH ST E AC 270 20 5,400 10-15-2024 75 Crack Sealing - AC
092 01 BORDEN AVE 21ST ST END E AAC 284 33 9,372 10-23-2024 76 Crack Sealing - AC
101 01 CIRCLE CT CIRCLE DR MONTEREY BLVD E AC 169 30 5,070 10-15-2024 72 Crack Sealing - AC
107 01 CULPER CT 2ND ST 4TH ST E AC 431 25 10,775 10-21-2024 70 Crack Sealing - AC
108 03 CYPRESS AVE 8TH ST END E AAC 304 28 8,512 10-23-2024 69 Crack Sealing - AC
Page 2 of 4Page 163 of 324
Branch ID Section ID Branch Name From To Section
Rank
Surface
Type -
Current
Length Width
Section True
Area
(SF)
Last Insp Date PCI Work Description
Appendix C
City of Hermosa Beach 2024 Pavement Management Plan Update
List of streets for Crack Sealing
113 01 EL OESTE DR GOULD AVE END E AC 500 30 16,150 10-23-2024 70 Crack Sealing - AC
116 01 GENTRY ST 3RD ST PROSPECT AVE E PCC 302 28 8,456 10-21-2024 76 Crack Sealing - PCC
117 01 GOLDEN AVE 15TH ST 16TH ST E APC 558 28 15,624 10-23-2024 70 Crack Sealing - AC
122 01 GREENWICH VILLAGE HERMOSA AVE 27TH ST C AC 390 30 11,700 10-23-2024 67 Crack Sealing - AC
128 03 HERMOSA AVE 2ND ST 4TH ST A AC 541 36 19,476 10-16-2024 65 Crack Sealing - AC
128 22 HERMOSA AVE LONGFELLOW AVE 30TH ST A AC 384 20 7,680 10-16-2024 82 Crack Sealing - AC
128 35 HERMOSA AVE 6TH ST 4TH ST A AC 540 36 19,440 10-16-2024 61 Crack Sealing - AC
128 06 HERMOSA AVE 8TH ST 10TH ST A AC 539 36 19,404 10-16-2024 62 Crack Sealing - AC
128 24 HERMOSA AVE 27TH ST 26TH ST A AC 308 20 6,160 10-16-2024 70 Crack Sealing - AC
128 20 HERMOSA AVE 35TH ST 34TH ST A AC 223 20 4,460 10-16-2024 73 Crack Sealing - AC
128 23 HERMOSA AVE 30TH ST 27TH ST A AC 651 20 13,020 10-16-2024 82 Crack Sealing - AC
128 21 HERMOSA AVE 34TH ST LONGFELLOW AVE A AC 426 20 8,520 10-16-2024 82 Crack Sealing - AC
128 38 HERMOSA AVE LYNDON ST HERONDO ST A AC 259 28 7,252 10-16-2024 68 Crack Sealing - AC
128 36 HERMOSA AVE 4TH ST 2ND ST A AC 541 36 19,476 10-16-2024 70 Crack Sealing - AC
128 19 HERMOSA AVE 34TH ST 35TH ST A AC 223 20 4,460 10-16-2024 79 Crack Sealing - AC
128 34 HERMOSA AVE 8TH ST 6TH ST A AC 539 36 19,404 10-16-2024 70 Crack Sealing - AC
128 04 HERMOSA AVE 4TH ST 6TH ST A AC 540 36 19,440 10-16-2024 66 Crack Sealing - AC
130 01 HERMOSA VIEW DR END 30TH ST E AC 335 32 11,820 10-23-2024 64 Crack Sealing - AC
131 02 HERONDO ST MONTEREY BLVD VALLEY DR A AC 784 40 31,360 11-05-2024 64 Crack Sealing - AC
131 01 HERONDO ST HERMOSA AVE MONTEREY BLVD A AC 569 40 22,760 11-05-2024 63 Crack Sealing - AC
133 01 HILL ST END HILL ST E AC 56 21 1,176 11-05-2024 63 Crack Sealing - AC
133 02 HILL ST 2ND ST END E PCC 198 24 4,752 10-21-2024 67 Crack Sealing - PCC
135 03 HOLLOWELL AVE PROSPECT AVE 6TH ST E PCC 629 28 17,612 10-21-2024 65 Crack Sealing - PCC
139 05 INGLESIDE DR LONGFELLOW AVE FRANCISCO ST E AC 250 30 7,500 10-23-2024 70 Crack Sealing - AC
139 01 INGLESIDE DR 28TH ST 29TH ST E PCC 219 25 5,475 10-21-2024 66 Crack Sealing - PCC
144 03 LOMA DR 8TH ST 10TH ST E AC 540 25 13,500 10-17-2024 61 Crack Sealing - AC
144 06 LOMA DR 16TH ST END E AC 530 25 13,250 10-17-2024 67 Crack Sealing - AC
144 07 LOMA DR 19TH ST PARK AVE E AC 1,264 20 25,280 10-17-2024 65 Crack Sealing - AC
144 04 LOMA DR 10TH ST PIER AVE E AC 1,085 27 29,295 10-17-2024 61 Crack Sealing - AC
144 05 LOMA DR PIER AVE 16TH ST E AC 597 25 14,925 10-17-2024 68 Crack Sealing - AC
149 09 MANHATTAN AVE 16TH ST 19TH ST E AC 832 40 33,280 10-09-2024 63 Crack Sealing - AC
149 16 MANHATTAN AVE 29TH ST LONGFELLOW AVE C AC 598 30 17,940 10-09-2024 68 Crack Sealing - AC
149 11 MANHATTAN AVE CIRCLE DR MONTEREY BLVD C AC 712 40 28,480 10-09-2024 64 Crack Sealing - AC
149 08 MANHATTAN AVE 14TH ST 16TH ST C AC 539 40 21,560 10-09-2024 62 Crack Sealing - AC
149 10 MANHATTAN AVE 19TH ST CIRCLE DR C AC 352 40 14,080 10-09-2024 65 Crack Sealing - AC
154 01 MASSEY AVE PROSPECT AVE 5TH ST E AAC 470 25 11,750 10-25-2024 76 Crack Sealing - AC
158 10 MONTEREY BLVD 19TH ST CIRCLE CT C AC 665 40 26,600 10-15-2024 67 Crack Sealing - AC
158 09 MONTEREY BLVD 16TH ST 19TH ST C AC 845 40 33,800 10-15-2024 63 Crack Sealing - AC
158 08 MONTEREY BLVD PIER AVE 16TH ST C AC 663 40 26,520 10-15-2024 64 Crack Sealing - AC
158 02 MONTEREY BLVD 2ND ST 4TH ST C AC 540 40 21,600 10-11-2024 65 Crack Sealing - AC
158 01 MONTEREY BLVD HERONDO ST 2ND ST C AC 820 40 32,800 10-11-2024 67 Crack Sealing - AC
158 04 MONTEREY BLVD 6TH ST 8TH ST C AC 540 38 20,520 10-11-2024 63 Crack Sealing - AC
158 06 MONTEREY BLVD 10TH ST 11TH ST C AC 510 36 18,360 10-15-2024 69 Crack Sealing - AC
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Branch ID Section ID Branch Name From To Section
Rank
Surface
Type -
Current
Length Width
Section True
Area
(SF)
Last Insp Date PCI Work Description
Appendix C
City of Hermosa Beach 2024 Pavement Management Plan Update
List of streets for Crack Sealing
158 05 MONTEREY BLVD 8TH ST 10TH ST C AC 539 38 20,482 10-15-2024 79 Crack Sealing - AC
161 04 MORNINGSIDE DR 30TH PL LONGFELLOW AVE E AC 439 24 10,536 10-23-2024 63 Crack Sealing - AC
161 01 MORNINGSIDE DR 25TH ST END E AC 373 32 11,936 10-23-2024 71 Crack Sealing - AC
162 01 MYRTLE AVE 24TH ST 25TH ST E AC 573 30 17,190 10-23-2024 79 Crack Sealing - AC
162 02 MYRTLE AVE 25TH ST 26TH ST E AC 277 30 8,310 10-23-2024 77 Crack Sealing - AC
199 01 OAK ST LOMA DR BARD ST E AC 557 20 11,140 10-23-2024 77 Crack Sealing - AC
170 02 PALM DR LYNDON ST 1ST ST E PCC 260 19 4,940 10-21-2024 77 Crack Sealing - PCC
170 11 PALM DR 16TH ST 19TH ST E AC 827 20 16,540 10-09-2024 74 Crack Sealing - AC
170 12 PALM DR 19TH ST 21ST ST E AC 719 20 14,380 10-09-2024 79 Crack Sealing - AC
170 01 PALM DR END LYNDON ST E PCC 189 19 3,591 10-21-2024 81 Crack Sealing - PCC
170 27 PALM DR 35TH ST NEPTUNE AVE E AC 144 23 3,312 10-09-2024 68 Crack Sealing - AC
170 07 PALM DR 8TH ST 10TH ST E AC 539 20 10,780 10-09-2024 80 Crack Sealing - AC
170 18 PALM DR GREENWICH VILLAGE 27TH ST E AC 142 21 2,982 10-09-2024 72 Crack Sealing - AC
172 01 PARK AVE MONTEREY AVE LOMA DR E AC 150 30 4,500 10-23-2024 72 Crack Sealing - AC
172 02 PARK AVE LOMA DR 25TH ST E AC 522 30 15,660 10-23-2024 76 Crack Sealing - AC
174 02 PIER AVE MANHATTAN AVE MONTEREY BLVD A AC 395 38 15,010 10-15-2024 70 Crack Sealing - AC
183 01 RHODES ST 18TH ST 21ST ST E AC 931 29 26,999 10-21-2024 61 Crack Sealing - AC
185 01 SILVER ST 15TH ST END E APC 415 28 11,620 10-24-2024 62 Crack Sealing - AC
186 01 SILVERSTRAND AVE 24TH ST 25TH ST E AC 664 30 19,920 10-23-2024 72 Crack Sealing - AC
191 03 SUNSET DR 10TH ST 11TH ST E AC 510 20 10,200 10-17-2024 67 Crack Sealing - AC
191 02 SUNSET DR 8TH ST 10TH ST E AC 540 20 10,800 10-17-2024 65 Crack Sealing - AC
195 11 VALLEY DR 30TH ST LONGFELLOW AVE C AAC 370 32 11,840 10-17-2024 84 Crack Sealing - AC
195 08 VALLEY DR 24TH ST 25TH ST C AAC 675 28 18,900 10-17-2024 77 Crack Sealing - AC
195 05 VALLEY DR PIER AVE 18TH ST C AAC 1,250 28 35,000 10-17-2024 85 Crack Sealing - AC
195 07 VALLEY DR 20TH ST 24TH ST C AAC 598 28 16,744 10-17-2024 73 Crack Sealing - AC
195 01 VALLEY DR HERONDO ST 2ND ST C AC 754 25 18,850 10-17-2024 65 Crack Sealing - AC
195 10 VALLEY DR GOULD AVE 30TH ST C AAC 725 25 18,125 10-17-2024 79 Crack Sealing - AC
196 01 VALLEY PARK AVE END 20TH ST E AC 736 26 19,136 10-24-2024 69 Crack Sealing - AC
Page 4 of 4Page 165 of 324
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Replacement Structure ConceptPage 167 of 324
Valley Park 5-12 year old StructureExisting Structure Repairs and Installation of Integrated Shade Sail Concept plan
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2- 5 year old playstructure replacement concept drawing
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1315 Valley Drive, Hermosa Beach, CA 90254 | hermosabeach.gov | HermosaBchCity HermosaBeachCity
Date: April 16, 2025
To: Honorable Mayor and City Council
From: Joe SanClemente, PE, AICP, Public Works Director
John Oskoui, PE, Interim City Engineer
Doug Krauss, Environmental Programs Manager
Cc: Suja Lowenthal, City Manager
Subject: Lot D Summary and Options for Consideration
Executive Summary:
The Fiscal Year 2024–2025 Capital Improvement Program (CIP) includes CIP 682 Parking
Lot D Improvements to fully reconstruct the existing surface lot, while also incorporating
storm water infiltration and other environmentally sustainable design elements, landscape
and beautification, and bringing the lot up to current accessibility requirements. At its
November 12, 2025 meeting, City Council directed staff to immediately reject all bids and
place the project on hold until the 2025-2026 budget discussions are held. As the project
is still programmed on the CIP and funded through two separate grant agreements, staff is
seeking direction from City Council on how to best proceed with the project based on the
available options outlined in this report.
Background:
The subject project was first conceived in 2017 to not only reconstruct Parking Lot D,
located at the southwestern corner of Manhattan Avenue and 14th Street, but also to
showcase a range of environmentally sustainable design elements. The design phase
was completed in August of 2024.
The current project, as fully designed, includes increasing parking supply from 19 parking
spaces to 22, including a combination of 13 standard stalls, 4 compact stalls, 2 electric
vehicle (EV) charging stations, 1 Americans with Disabilities Act (ADA) stall, and 2
Neighborhood Electric Vehicle (NEV) “golf cart” stalls. The project also includes a parking
pay station, a covered parking space with solar panels, stormwater infiltration system,
native vegetation, ADA ramp from the parking lot onto Manhattan Avenue, new lighting,
landscaping, and a covered trash enclosure.
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At the FY 2024–2025 Capital Improvement Program (CIP) study session held on April 28,
2024, City Council provided staff with direction to pause the current project to obtain
information regarding the costs and feasibility of constructing a parking structure in place
of the currently scoped project.
At its Special Meeting of June 4, 2024, after a careful review of the feasibility, cost, and
other relevant factors such as additional time required to complete the design phase of a
parking structure, and potential loss of grant funds, City Council decided to forgo the
alternative option of building a parking structure in lieu of the previously envisioned surface
parking lot and directed staff to continue with the effort to finalize the design phase of the
project and proceed with the construction phase as quickly as possible.
Per Hermosa Beach Municipal Code Section 17.58.020, “the use of land, and erection,
construction or location of buildings or structures in any zone shall require submittal of
plans for Planning Commission’s review.” At its meeting of August 20, 2024, the Planning
Commission held a public hearing on Precise Development Plan (PDP) 24-10 for the
Parking Lot D project. After reviewing public input and staff recommendations, the
Commission determined the project met the required findings for PDP approval. The
Commission adopted Resolution No. 24-16, approving the project, subject to conditions of
approval.
At its September 10, 2024 meeting, and subsequent to the Planning Commission’s
approval of the project’s PDP, City Council expressed concerns with certain aspects of the
project and voted to initiate a de novo hearing to review the Planning Commission approval
of a Precise Development Plan (PDP 24-10). At its October 8, 2024 meeting, City Council
reviewed the aforementioned plan, and after deliberation, adopted Resolution No. 24-7458
approving the Precise Development Plan.
Construction Advertisement and Consideration of Award
On October 08, 2024, the City issued Notice Inviting Bids 24-007 inviting experienced
contractors to submit a bid for the project. The project was advertised for formal competitive
bids in the local newspaper, on the City’s electronic bidding platform Planet Bids, and in
relevant construction trade journals.
On October 29, 2024, the City received only one bid for the project in the amount of
$1,780,578, submitted by CSI Services, which was significantly higher than the design
engineer’s construction cost estimate of $1,450,000. The budget for the project in the FY
2024-25 CIP is $1,815,838 and would not have been sufficient to cover the cost of
construction submitted by CSI Services with the addition of necessary construction
contingency, the cost of construction management, inspection services and material
testing estimated at $250,000.
After a detailed analysis of the bid submitted by CSI services, it was determined that some
of the 143 bid line items were unreasonably high and did not reflect the current public works
construction bid environment at that time. Staff also contacted 11 of the contractors who
had participated in the bid process, but that failed to submit a bid, to understand the
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reasons for their lack of participation. Most of the contractors indicated that they were not
able to submit a bid due to their current heavy backlog of work and not having adequate
resources to take on additional projects. Several of the contractors also indicated that they
were deterred from bidding on the project because they needed more time to prepare a bid
for the solar components.
At the November 12, 2025 City Council meeting, staff recommended rejection of the single
bid received and authorization for staff to readvertise the project. Council directed staff to
immediately reject all bids and place the project on hold until the 2025-2026 budget
discussions are held.
Coastal Commission Permit
The Project is also subject to California Coastal Commission review and approval for a
Coastal Development Permit. The application to Coastal Commission required approval by
the City’s Community Development Department following the PDP approval. The
application is currently under review by the Coastal Commission to determine
completeness. Coastal Commission has since requested additional information from the
City to complete the application. This information includes updates on the parking meter
rates that were changed as part of a separate Coastal Commission permit that is still under
review as well as other clarifications on design elements in the project. Once deemed
complete, and assuming no further information is requested that would trigger an additional
review period, the Coastal Commission has up to 180 days to either approve or disapprove
the project. While staff has been in close coordination with Coastal Commission staff and
does not believe that the review and approval would require the full duration, Coastal
Commission staff cannot provide a more definitive estimate for the completion of the review
and approval process which would need to be completed before construction commences
on the project.
Project Funding
The FY 2024–25 CIP reflects a total project budget of $1,815,838, which includes $433,650
in grant funds from the Coastal Conservancy (Conservancy), $423,950 in grant funds from
the Safe Clean Water (SCW, formerly Measure W) regional program, $200,000 of local
return SCW funds, and $758,238 from the City’s Storm Drain fund.
Through multiple conversations with the Coastal Conservancy throughout 2024, City staff
understood that, due to budget issues, the $433,650 grant for the project could not be
extended and would therefore lapse on February 28, 2025. However, on November 6,
2024, Coastal Conservancy staff informed the City that they were able to successfully
reappropriate the funding source and that the previous funding deadline of February 28,
2025 would now be extended through December 31, 2028. Staff submitted a formal request
to extend the funding on November 6, 2024 and received confirmation on November 8,
2024 that the extension request was approved. The Coastal Conservancy has since
processed the extension through a revised grant agreement with the City.
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The Safe Clean Water grant funding has a deadline of June 2026 to be expended, but does
include the possibility of being extended subject to formal request to the program’s
governing board at its discretion.
Any modifications to the project scope or cost, including reductions ins scope of work ,
would also require submittal of a grant modification request to both agencies for
consideration and approval by their respective boards. Reductions in scope may also result
in a commensurate reduction in grant funding Significant modifications to the project that
materially alter the scope of work may result in loss of current grant funds and require
submittal of a new grant request to both agencies for consideration and approval, and
subject to availability of funding at that time.
The local return Measure W funds are restricted and the City Storm Drain Funds are a
committed funding source for use on stormwater-related projects. There are currently no
non-storm water related funds tied to the project.
Past Board, Commission, and Council Actions
Meeting Date Description
March 27, 2018 City Council approved a resolution authorizing staff to
submit a grant application to the California Climate
Investments Urban Greening Program.
May 16, 2018 Public Works Commission reviewed the preliminary design
plans for the Lot D Improvement project and provided
feedback.
July 13, 2021 City Council approved a resolution authorizing acceptance
of grant funding from the Coastal Conservancy.
January 10, 2023
Two Councilmembers supported returning to City Council
with an item updating Council on the status of the Parking
Lot D Improvement Project to facilitate a discussion
regarding the project and possible project alternatives.
February 27, 2023 A motion was made by Councilmember Detoy, seconded by
Mayor Pro Tempore Massey to receive the update on the
Parking Lot D project and Conceptual Rendering. The
motion carried by a 5–0 vote.
March 28, 2023 Approved a Resolution approving Safe Clean Water
program grant funds for the project
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Meeting Date Description
April 18, 2024 2024 Fiscal Year 2024–2025 Capital Improvement Program
Study Session. Council directed staff to pause on current
Lot D Project.
June 4, 2024 Update on project next steps
August 20, 2024 Planning Commission approved the Precise Development
Plan for the project.
September 10, 2024 Requested an item be brought before Council to review the
Planning Commission’s approval of the project’s Precise
Development Plan approval
October 8, 2024 City Council held a de novo hearing to review the Planning
Commission’s approval and adopted Resolution No. 24-
7458 approving the Precise Development Plan.
November 12, 2024 A motion was made by Mayor Pro Tem Seamann,
seconded by Councilmember Detoy immediately reject all
bids and place the project on hold until the 2025-2026
budget discussions are held. The motion carried by a 3–2
vote.
Analysis:
Parking Lot D has several deferred maintenance, accessibility, and aesthetic issues that
will require attention in the near future that this CIP was intended to address. Any significant
resurfacing of the lot would trigger compliance with current accessibility requirements
including the construction of the switchback ramp providing access to Manhattan Avenue,
as well as bringing the existing driveway apron and adjacent curb ramps into compliance.
Construction of the ramp would also address the issue of the existing wooden retaining
wall that is in poor condition and in need of replacement. In addition, the existing irrigation
system is not operable, and the landscaping is in poor condition.
Staff recommends City Council consider the following options for the Project and direct
staff on how to proceed:
1. Readvertise the project as currently designed. In response to bidder comments
and concerns, staff would simplify the bid items and advertise for a longer duration
to allow more time for bidders to obtain quotes for various items of work including
photovoltaic parts, in hopes of yielding a more competitive bid. Readvertisement of
the project would follow successful completion of the Coastal Commission permit
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process. Council would then have the ability to make a decision on whether to
proceed with the project at time of contract award. With implementation of this
option, the City would benefit from utilizing the $857,600 to offset the overall cost of
the project.
2. Revise the project design and readvertise to reduce the scope of work and the
overall project cost. Reduction in scope could include eliminating elements such
as the carport and photovoltaic system and analyzing other opportunities for value
engineering of some elements of the project such as the retaining walls and
stormwater capture devices.
To advance this option, staff would need to confirm that by eliminating the
photovoltaic system, and any other changes, the City would still qualify to receive
the full grant amounts from the two funding agencies, which would require staff to
submit a grant modification request and be subject to their respective board
approvals. It is anticipated that this process would take several months to complete
and that the agencies may reduce the grant amounts commensurate with the
reduction in scope.
If confirmed that the funding would remain available, staff would then re-engage the
design engineer to revise the plans at an additional cost of approximately $30,000
to complete revisions to the plans and construction documents, which would take at
least three (3) months to complete, and then readvertise the project for bids.
Readvertisement of the project would occur following completion of the design
modifications and Coastal Commission permit process. Council would then have the
ability to make a decision on whether to proceed with the project at time of contract
award.
3. Defund the current project and direct staff to bring forward a revised project
in a future budget cycle with accessibility components, but sustainability
elements removed. This option would substantially reduce the scope of the current
design by eliminating installation of the carport and photovoltaic system and
stormwater infiltration and other environmentally sustainable design elements. The
project scope would only include resurfacing and construction of the accessible
ramp to provide access from Manhattan Avenue and satisfy accessibility
requirements. This option is not in alignment with the City’s Low Impact
Development requirements for stormwater capture and would no longer be able to
utilize any of the current grant or local funding sources that are tied to stormwater
and would need to find another funding source to be considered as part of a future
budget cycle. This effort would require a redesign which would also require
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Page 7
additional staff time to oversee the revised effort and would need to be reprioritized
against the delivery of other programmed or future CIPs. A rough order of magnitude
cost estimate for this option is $800,000 to 900,000 including design and
construction and would require returning to City Council at a future date to identify
non-stormwater funding sources, and staff capacity to advance redesign to advance
the project.
4. Defund the current project and direct staff to bring forward a revised project
in a future budget cycle with a greatly reduced scope of work. This option would
replace the current project with a significantly reduced scope of work to be limited
to only include grind and overlay of the existing parking lot pavement, restriping,
fence replacement, installing new irrigation and landscape, and repairing damaged
retaining wall. This option is not in alignment with the City’s Low Impact
Development requirements for stormwater capture and would not address
accessibility issues at this public lot, requiring the parking to remain on the City’s
transition plan.
The project would also no longer be able to utilize any of the current grant or local
funding sources that are tied to stormwater and would need to find another funding
source to be considered as part of a future budget cycle. This effort would require a
redesign which would also require additional staff time to oversee the revised effort
and would need to be reprioritized against the delivery of other programmed or
future CIPs. A very rough order of magnitude cost estimate for this work is
anticipated to be approximately $355,000 including design and construction.
5. Defund the current project and direct staff to bring forward a revised project
in a future budget cycle with parking structure. This option would include a two-
level parking structure with separate access to each level from Palm Drive and
Manhattan Avenue. A parking structure at this location could potentially yield a total
capacity of 38 spaces consisting of 21 standard stalls, 7 compact stalls, 6 EV
charging stations, and 4 ADA stalls.
As this project would be a completely new scope of work versus the current project,
the City would have to forgo current grant funding agreements and identify another
funding source as part of a future budget cycle. The project would require
preliminary design to determine what level of sustainability elements could
potentially be included to help increase the project’s chances to qualify for grant
funding as grant funding generally does not cover the costs for parking structures
alone.
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This effort would require a new design which would also require additional staff time
to oversee the new effort and would have to be reprioritized against the delivery of
other programmed or future CIPs. The project would also require input from the
adjacent neighborhood and review and approval by Planning Commission and the
Coastal Commission. A very rough order of magnitude cost estimate for this work is
anticipated to be approximately $3,600,000 including permitting, design,
construction, and construction inspection services.
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14TH ST.MANHATTAN AVENOPARKINGNEVPARKINGONLYNEVPARKINGONLYPARKINGONLYPARKINGONLYSTOPEVEVNOPARKINGXXXXXXXXXXXXXXXXXXXXXXXX X
XSTOP STOPCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTX X
XXXXXXXXXXXXXXXXXXX20250 SW ACACIA ST., SUITE 260
NEWPORT BEACH, C A
U . S . A . 9 2 6 6 0
P H : 7 1 4 . 7 5 4 . 7 3 1 1 CITY OF H E R M OSA
BEACH, CA1
9 0 7
N
CONSTRUCTION LEGEND
WASTE RECEPTACLE- REFER TO DETAIL C, SHEET L21
BICYCLE RACK REFER TO DETAIL A, SHEET L22
CONCRETE PEBBLE SEATING- REFER TO DETAIL B AND D ON
SHEET L2
3
TREE GRATE- REFER TO CIVIL PLANS4
RIVER COBBLE ROCK- REFER TO DETAIL C, SHEET L95
CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT FOR THE
INSTALLATION OF ALL IMPROVEMENTS AS SHOWN ON THE DRAWINGS AND AS
DESCRIBED IN THE SPECIFICATIONS.
CONTRACTOR SHALL REVIEW ALL EXISTING SITE CONDITIONS PRIOR TO SUBMITTING
BID AND PRIOR TO COMMENCING INSTALLATION. IF ANY DISCREPANCIES EXIST, THEY
SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER.
DEVIATIONS BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE
BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER.
COSTS INCURRED DUE TO REPAIR, RESTORATION, OR REPLACEMENT OF EXISTING
IMPROVEMENTS WHICH ARE DESIGNATED "TO BE PROTECTED" OR "TO REMAIN" WHICH
ARE DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, ALL MATERIALS DESIGNATED
FOR REMOVAL SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MATTER.
HARDSCAPE AND STRUCTURAL ELEMENTS SHALL BE PLACED PER GEOTECHNICAL SOILS
REPORT. IF SUCH REPORT IS UNAVAILABLE, CONTRACTOR SHALL DISCUSS PLACEMENT
ON SUITABLE GRADE WITH THE ENGINEER.
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND STAKING ALL SEWER,
WATER AND UTILITY LINES ABOVE OR BELOW GRADE THAT MIGHT BE DAMAGED AS A
RESULT OF CONSTRUCTION OPERATIONS. CONTRACTOR SHALL ASSUME SOLE
RESPONSIBILITY FOR ANY COST INCURRED FOR REPAIR, RESTORATION, OR
REPLACEMENT OF AFOREMENTIONED UTILITIES DAMAGED AS A RESULT OF
CONSTRUCTION OPERATIONS.
ABANDONED PIPES SHALL BE CAPPED OR PLUGGED IN A MANNER APPROVED BY THE
ENGINEER.
CONCRETE INDICATED FOR SAWCUTTING AND REMOVAL SHALL BE CUT TO A TRUE LINE
WITH NEATLY SAWED EDGES. IF A SAWCUT IS WITHIN THREE FEET (3') OF AN EXISTING
EXPANSION OR CONTROL JOINT, CONCRETE SHALL BE REMOVED TO THAT NEAREST
JOINT.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, MANUFACTURER'S CUT OR DATA
SHEETS FOR APPROVAL PRIOR TO ORDERING MATERIALS. CONTRACTOR SHALL
FURNISH TO THE ENGINEER A CERTIFICATE OF COMPLIANCE FOR SUCH FURNISHED
MATERIALS.
UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, MATERIALS TO BE PURCHASED
AND FURNISHED BY THE CONTRACTOR SHALL BE NEW. ALL PRODUCTS SHALL BE
CONSIDERED ON AN APPROVED EQUAL BASIS.
PROJECT GEOTECHNICAL REPORT OR RECOMMENDATIONS BY A STRUCTURAL
ENGINEER SHALL TAKE PRECEDENCE FOR ALL SOIL CONDITIONS, MATERIALS,
REINFORCEMENT, DIMENSIONS, AND SUBBASE.
CONSTRUCTION PLAN NOTES
NOTES
REFER TO SHEET L2 AND L9 FOR THE CONSTRUCTION DETAILS1
REFER TO CIVIL PLANS FOR DEMOLITION, DRAINAGE,
CONCRETE PAVING, PAVERS, TREE GATES, WALLS,
STRUCTURAL DETAILS, GRADING, SIGNAGE, STRIPING,
EROSION & HORIZONTAL CONTROL PLANS.
2
BOULDER INSTALLATION- REFER TO DETAIL D, SHEET L96
HANDRAIL/GUARDRAIL- REFER TO CIVIL PLANS7
ASPHALT CONCRETE PAVING- REFER TO CIVIL PLANS8
PAVERS- REFER TO CIVIL PLANS9
TYP.
TYP.
3 A
3 B
9
TYP.
9
2
1
TYP.
9
TYP.
9
4
7
8
10
2
TYP.
7
2
BOULDER LAYOUT ENLARGEMENT 1/4"=1'
BOULDER LEGEND
LANDSCAPE BOULDERS AVAILABLE FROM: SOUTHWEST BOULDER
INSTALL PER DETAIL D, SHEET L9. FINAL LOCATION OF BOULDERS TO BE APPROVED
BY CITY AUTHORIZED REPRESENTATIVE.
B1
B2
B3
5'X5' BOULDERS
2'X2' BOULDERS
3'X3' BOULDERS
B2
B3
B1
B1
B1
B2
B3
B3
B3
B2
B2B2
B3
B2
B3
B2
B2
B2
REFER TO BOULDER
ENLARGEMENT
LAYOUT
5
4
4
55
RIVER COBBLE ROCK AT BIOSWALE- REFER TO DETAIL E, SHEET L910
6
TYP.
10/03/2024
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20250 SW ACACIA ST., SUITE 260
NEWPORT BEACH, C A
U . S . A . 9 2 6 6 0
P H : 7 1 4 . 7 5 4 . 7 3 1 1
BIKE RACK
SCALE: NTS
BOTTOM VIEW TOP VIEW
NOTES:
1.BIKE RACK AVAILABLE FROM
FORMS & SURFACES,
(800)451-0410. MODEL: SKTRO.
COLOR: ARGENTO
2.ALL BIKE RACKS SHALL BE
INSTALLED PER
MANUFACTURER'S DETAILS
AND SPECIFICATIONS.
3.BIKE RACKS SHALL BE BOLTED
TO FINISH SURFACE W/
STAINLESS STEEL BOLTS.
BIKE RACK SURFACE MOUNTED PER
MANUFACTURER'S SPECIFICATIONS
AND DETAILS
1
2 STAINLESS STEEL ANCHOR BOLTS,
REFER TO MANUFACTURER'S
SPECIFICATIONS AND DETAILS
3 FINISH SURFACE, REFER TO
CONSTRUCTION PLAN
3
1
2
1
2
SEATING-B
SCALE: NTS
NOTES:
1.COLOR / TEXTURE:
NATURAL COLOR / HONED.
2.PRODUCT#: Q-PEBBLE3625.
3.SEATING AVAILABLE AT
QCP (866) 703-3434.
RECEPTACLE
WASTE
SCALE: NTS
NOTES:
1.WASTE RECEPTACLE SHALL BE
NATURAL CONCRETE COLOR.
2.WASTE RECEPTACLE SHALL BE
HONED CONCRETE TEXTURE.
3.ALL EDGES TO BE EASED.
4.LID MATERIAL SHALL BE STEEL.
5.LID COLOR SHALL BE GRAY.
6.STAINLESS STEEL BOLTS SHALL BE
USED.
7.PRODUCT#:QS-ELEV2436W-Z22
8.WASTE RECEPTACLE AVAILABLE AT
QCP (866) 703-3434.
SEATING-A
SCALE: NTS
X X
X
NOTES:
1.COLOR / TEXTURE: NATURAL
COLOR / HONED.
2.PRODUCT#: Q-PEBBLE4228.
3.SEATING AVAILABLE AT QCP (866)
703-3434.
X X
X
XX
10/03/2024
Page 197 of 324
14TH ST.MANHATTAN AVENOPARKINGNEVPARKINGONLYNEVPARKINGONLYPARKINGONLYPARKINGONLYSTOPEVEVNOPARKINGXXXXXXXXXXXXXXXXXXXXXXXX X
XSTOP STOPCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTX X
E C
W
B F V
20250 SW ACACIA ST., SUITE 260
NEWPORT BEACH, C A
U . S . A . 9 2 6 6 0
P H : 7 1 4 . 7 5 4 . 7 3 1 1 CITY OF H E R M O SA
BEACH, CA1
9 0 7
N
NOTES
REFER TO SHEET L-4 FOR IRRIGATION LEGEND AND
NOTES. L-5, L-6 & L-7 FOR DETAILS .
1.
EXISTING WATER METER SHALL REMAIN
& BE PROTECTED IN PLACE. INSTALL
NEW BACKFLOW PREVENTER, MASTER
VALVE & FLOW SENSOR.
CONTROLLER ASSEMBLY LOCATION NOTES:
1.CONTROLLER LOCATION SHOWN ON THESE DRAWINGS IS APPROXIMATE.
THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE CONTROLLER
LOCATION FOR REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO
INSTALLATION OF THIS EQUIPMENT. THE CONTRACTOR IS RESPONSIBLE
FOR ELECTRICAL CONNECTION FROM 120 VOLT POWER SOURCE TO THE
CONTROLLER AND ALL WIRE CONNECTIONS FROM ALL VALVES AND
APPURTENANCE VALVES TO TERMINAL STRIP. REFER TO ENGINEER'S
DRAWING'S FOR POWER SOURCE. ALL ELECTRICAL WORK SHALL
CONFORM TO LOCAL STATE AND NATIONAL ELECTRICAL CODES AND
REGULATIONS. FINAL LOCATION AND EXACT POSITIONING OF THE
CONTROLLER SHALL BE DETERMINED BY THE ENGINEER. MINOR
MODIFICATIONS OF CONTROLLER REQUESTED BY THE ENGINEER SHALL
BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE
CITY. FAILURE TO OBTAIN ENGINEER'S APPROVAL PRIOR TO THE
INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE ENGINEER
DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE CITY.
VALVE LOCATION NOTES:
1.ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON
THESE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE
OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE
LOCATION FOR REVIEW AND APPROVAL BY ENGINEER PRIOR TO
INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING
FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BE
DETERMINED BY ENGINEER. MINOR MODIFICATIONS OF ELECTRIC
CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY
THE ENGINEER SHALL BE PROVIDED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE CITY. FAILURE TO OBTAIN ENGINEER'S
APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE
CONTRACTOR TO MAKE ENGINEER DIRECTED REVISIONS AT NO
ADDITIONAL COST TO THE CITY. IN GENERAL UNLESS OTHERWISE
DIRECTED BY ENGINEER, ALL VALVES SHALL BE INSTALLED THREE FEET
FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING
AREAS.
IRRIGATION SLEEVES NOTES:
1.IRRIGATION SLEEVES SHOWN WITHIN MAJOR STREET AND DRIVEWAY
CROSSINGS FOR CLARITY ONLY. ALL SLEEVES TO BE MINIMUM 2x
DIAMETER OF PIPE. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND
PAVING OR AS NECESSARY TO ACCESS. CONTRACTOR SHALL INSTALL
SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AS SHOWN AND AS
DIRECTED BY ENGINEER.
BACKFLOW PREVENTER LOCATION NOTES:
1.BACKFLOW PREVENTER LOCATION SHOWN ON THESE DRAWINGS IS
APPROXIMATE. THE CONTRACTOR SHALL STAKE OUT THE BACKFLOW
PREVENTER, AND IRRIGATION APPURTENANCE LOCATION FOR REVIEW
AND APPROVAL BY ENGINEER PRIOR TO INSTALLATION OF THIS
EQUIPMENT. FINAL LOCATION AND EXACT POSITIONING OF BACKFLOW
PREVENTER AND ALL IRRIGATION APPURTENANCE SHALL BE
DETERMINED BY THE ENGINEER. MODIFICATIONS OF THE BACKFLOW
PREVENTER AND ALL IRRIGATION APPURTENANCE AS REQUESTED BY
THE ENGINEER SHALL BE PROVIDED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE CITY. FAILURE TO OBTAIN ENGINEER'S
APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE
CONTRACTOR TO MAKE ENGINEER DIRECTED REVISION AT NO CHARGE.
VALVE IDENTIFICATION
VALVE STATION
CONTROLLER
VALVE SIZE HYDROZONE
9.2
3/4"
1-A
VALVE G.P.M.
DESIGNATION
NUMBER
1-4 WIRES
11-20 WIRES
21-30 WIRES
31-40 WIRES
41-60 WIRES
100+ WIRES
61-99 WIRES
5-10 WIRES
10" SLEEVE
1 1/4" SLEEVE
2" SLEEVE
2 1/2" SLEEVE
3" SLEEVE
4" SLEEVE
6" SLEEVE
8" SLEEVE
1 1/2" SLEEVE
6" PIPEN/A
1/2" PIPE
1 1/4" PIPE
1" PIPE
2 1/2"/3" PIPE
1 1/2" PIPE
4" PIPE
2" PIPE
3/4" PIPE
SCH 40 PVC SLEEVING CHART
LOW WATER USE LANDSCAPE AREA: 517 S.F.
MEDIUM WATER USE LANDSCAPE AREA: 128 S.F.
HIGH WATER USE LANDSCAPE AREA: 009 S.F.
TOTAL WATER USE LANDSCAPE AREA 654 S.F.
LANDSCAPE QUANTITES
DRIP IRRIGATION NOTES
1.PLANS ARE DIAGRAMMATIC. INSTALL DRIPLINE AND COMPONENTS PER
MANUFACTURERS INSTRUCTIONS AND INSTALLATION DETAILS.
2.INSTALL DRIPLINE A MAXIMUM OF 12” APART WITH EMITTERS TRIANGULARLY SPACED.
INSTALL 2” FROM PERIMETER OF PLANTED AREA. THERE SHOULD BE A MINIMUM OF
TWO DRIPLINE LATERALS IN EACH PLANTED AREA. DRIPLINE SHALL BE INSTALLED AT A
CONSISTANT DEPTH THROUGHOUT THE CIRCUIT.
3.PLACE AIR/VACUUM RELIEF VALVES AT THE HIGHEST POINTS OF EACH ZONE AND JUST
BELOW CHECK VALVES ON SLOPES. INSTALL ONE AIR/VACUUM RELIEF VALVE FOR
EVERY 585’ OF TOTAL DRIPLINE PER ZONE.
4.PLACE FLUSH VALVES AT THE HYDRAULIC CENTER OF THE EXHAUST HEADER OR AT
LOW POINT ON SLOPES.
5.INSTALL IN-LINE CHECK VALVES ON SLOPES GREATER THAN 3% AND WHERE LOW-LINE
DRAINAGE COULD CAUSE WET AREAS IN THE LOWEST AREAS OF AN IRRIGATION ZONE.
CHECK VALVES SHALL BE PLACED EVERY 4-5 FEET BETWEEN DRIPLINE LATERALS AND
BEFORE THE FLUSH VALVE.
6.ON ALL SLOPES, PLACE THE DRIPLINE LATERALS PARALLEL TO THE SLOPE CONTOUR
WHERE POSSIBLE. INCREASE THE LATERAL SPACING BY 25% ON THE LOWER
ONE-THIRD OF THE SLOPE TO AVOID EXCESS DRAINAGE.
7.PVC SUPPLY AND FLUSH LINE SIZING GUIDE (ALL SUPPLY AND FLUSH LINES SHALL BE
THE SAME SIZE FOR THE ENTIRE ZONE):
•0-8 GPM – 3/4”
•8.1-15 GPM – 1”
•15.1-25 GPM – 1 1/4”
8.FITTINGS SHALL BE OF THE SAME MANUFACTURER AS DRIPLINE.
9.THOROUGHLY FLUSH EACH INSTALLATION SEGMENT TO ENSURE NO DEBRIS
CONTAMINATION OCCURS.
REFER TO THIS SHEET FOR IRRIGATION CALCULATIONS.2.
POINT OF CONNECTION (1) SHALL BE DOWNSTREAM OF AN EXISTING 2" DOMESTIC WATER METER.
VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING
WORK. INSTALL & TEST A 1-1/2" REDUCED PRESSURE BACKFLOW DEVICE PER STATE & LOCAL
PLUMBING CODES. INSTALL 1-1/2" MASTER CONTROL VALVE. IF ANY OF THE POC INFORMATION
SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION
GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE ENGINEER. SHOULD THE CONTRACTOR FAIL
TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME
SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
STATIC WATER PRESSURE:
DESIGN WATER PRESSURE:
MAXIMUM SYSTEM DEMAND:
RESIDUAL WATER PRESSURE:
SET MASTER VALVE PRESSURE REGULATOR TO:
PRESSURE LOSS CALCULATIONS ARE FOR LIMITS OF WORK SHOWN ON THESE PLANS ONLY AND
DO NOT INCLUDE CALCULATIONS FOR EXISTING SYSTEMS OUTSIDE CURRENT LIMITS OF WORK.
40.0 PSI (VERIFY WITH CITY)
20.0 PSI
20.0 GPM
00.7 GPM
N.A.
REFER TO SHEET L-7 FOR WATER SCUPPER.3.
NOTE:
CONTRACTOR TO INSTALL NEW
LATERAL LINE IN NEW SLEEVE UP CMU
WALL AND FASTEN WITH STAINLESS
STEEL STRAPS. CORE THRU NEW CMU
WALL UNDER PROPOSED NEW SIDE
WALK AND INSTALL SLEEVE TO NEW
TREE AREA. DURING INSTALLATION CITY
REPRESENTATIVE IS TO VERIFY
CONNECTION AND ALSO TO VERIFY A
PASSING PRESSURE TEST SET TO 100
PSI BEFORE THE POURING OF THE
CONCRETE SIDEWALK.
A2
1"
3.6
SHRUB
DRIP
A1
1"
6.0
TREE
BUBBLER
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20250 SW ACACIA ST., SUITE 260
NEWPORT BEACH, C A
U . S . A . 9 2 6 6 0
P H : 7 1 4 . 7 5 4 . 7 3 1 1
MODEL NO. / DESCRIPTIONSYMBOLMANUFACTURER DETAIL
GPM PSI RADIUS P/R (TRI.)
.50 (1.0 TOTAL)
NETAFIN MODEL TLO50MFV-1 1/2" BALL VALVE FOR FLUSHING. INSTALL IN VALVE BOX PER DETAIL
TORO MODEL T-YD-500-34 AIR RELEASE VALVE. INSTALL IN VALVE BOX PER DETAIL
RAIN BIRD 44NP 3/4" QUICK COUPLER VALVE WITH LOCKING VINYL COVER. INSTALL INSIDE A 10" ROUND VALVE BOX.
RAIN BIRD PESB-R (RCV) PLASTIC DRIP REMOTE CONTROL VALVE, SIZE AS SHOWN (1" AND 1 1/2" SIZES). INSTALL A DISC FILTER AND AN INLINE PRESSURE REGULATOR ON THE DOWNSTREAM
SIDE OF EACH DRIP REMOTE CONTROL VALVE (DRCV). FOR 1" DRCV'S INSTALL A AMIAD COMPACT SERIES 1" (FILTER) DISC FILTER AND A SENNINGER 1" PMR-40-MF PRESSURE
REGULATOR. FOR 1 1/2" DRCV'S INSTALL A AMIAD 1 1/2" COMPACT SERIES (FILTER) DISC FILTER AND A SENNINGER 1 1/4" PMR-40-HF PRESSURE REGULATOR. USE A 1 1/2" SCH. 40
PVC THREADED COUPLING, A 1 1/2" X 1 1/4" PVC THREADED REDUCER BUSHING, AND A 1 1/4" X 2" SCH. 80 PVC NIPPLE AS REQUIRED TO CONNECT THE 1 1/4" REGULATOR TO THE
DOWNSTREAM SIDE OF THE 1 1/2" FILTER. INSTALL THE 1" DRCV ASSEMBLY INSIDE A JUMBO RECTANGULAR VALVE BOX. INSTALL THE 1 1/2" DRCV ASSEMBLY INSIDE A SUPER JUMBO
RECTANGULAR VALVE BOX.
RAIN BIRD PESB-R (RCV) PLASTIC DRIP REMOTE CONTROL VALVE, SIZE AS SHOWN (1" AND 1 1/2" SIZES). INSTALL A DISC FILTER AND AN INLINE PRESSURE REGULATOR ON THE DOWNSTREAM
SIDE OF EACH DRIP REMOTE CONTROL VALVE (DRCV). FOR 1" DRCV'S INSTALL A SENNINGER 1" PMR-40-MF PRESSURE REGULATOR. FOR 1 1/2" DRCV'S INSTALL A SENNINGER 1 1/4"
PMR-40-HF PRESSURE REGULATOR. USE A 1 1/2" SCH. 40 PVC THREADED COUPLING, A 1 1/2" X 1 1/4" PVC THREADED REDUCER BUSHING, AND A 1 1/4" X 2" SCH. 80 PVC NIPPLE AS
REQUIRED TO CONNECT THE 1 1/4" REGULATOR TO THE DOWNSTREAM SIDE OF THE 1 1/2" FILTER. INSTALL THE 1" DRCV ASSEMBLY INSIDE A JUMBO RECTANGULAR VALVE BOX.
INSTALL THE 1 1/2" DRCV ASSEMBLY INSIDE A SUPER JUMBO RECTANGULAR VALVE BOX.
POINT OF CONNECTION AT EXISTING METER LOCATIONS PER PLANS. FOR REFERENCE ONLY. VERIFY SIZE & LOCATION IN FIELD PRIOR TO START OF WORK. SEE PLAN NOTES FOR
ADDITIONAL INFORMATION.
N/A
MODEL 759LF BRASS BALL VALVE INSTALLED IN VALVE BOX WITH LABELED BV AND TAGGED.NIBCO
120 VOLT ELECTRICAL POWER FOR CONTROLLER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELDN/A
3M
AS APPROVEDNO SYMBOL
NO SYMBOL
ALL SOLVENT WELD CONNECTIONS FOR BOTH MAINLINE AND LATERAL LINE SHALL BE MADE USING THE TWO-STEP PROCESS OF PRIMER AND SOLVENT CEMENT. PRIMER SHALL BE
LOW VOC "PURPLE PRIMER". MAINLINE SOLVENT CEMENT SHALL BE WELD-ON 711 PVC INDUSTRIAL GRADE CEMENT. LATERAL LINE SOLVENT CEMENT SHALL BE WELD-ON 711 PVC
INDUSTRIAL GRADE CEMENT. USE DAUBERS SIZED AT LEAST ONE-HALF THE SIZE OF THE LARGEST PIPE BEING JOINED. ALL SOLVENT CEMENTED JOINTS SHALL BE MADE PER THE
PIPE AND FITTING MANUFACTURER'S RECOMMENDATIONS.
DBR/Y-6 DIRECT BURIAL (I.L. APPROVED) WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE SPLICES AND CONNECTIONS
CARSON MODEL 910 ROUND SPLICE BOX FOR LOW VOLTAGE CONTROL WIRE.
CARSON
N/A FLOW SENSOR 1" SCHEDULE 40 PVC ELECTRICAL CONDUIT
NO SYMBOL VALVE BOXES, SIZE PER EQUIPMENT LEGEND, WITH T-COVER LIDS AND CAPTIVE BOLT AND LOC-KIT. FOR ROUND AIR RELIEF VALVES USE MODEL 708, 10" ROUND SHALL BE MODEL
910, 12" STANDARD RECTANGULAR. SHALL BE MODEL 1419, 12" JUMBO RECT. SHALL BE MODEL 1220, SUPER JUMBO SHALL BE MODEL 1324, AND SUPER JUMBO XL SHALL BE MODEL
1730. FOR USE IN NON-VEHICULAR TRAFFIC SITUATIONS ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT.
PVC PIPE SCH. 40 AS SLEEVING, 2 TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED (2" MINIMUM SIZE) INSTALL ALL PIPE AND WIRE UNDER PAVING, HARDSCAPE, ETC. (OR AS
DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE) INSIDE SLEEVES. SLEEVES UNDER PEDESTRIAN PAVING SHALL BE INSTALLED 24" BELOW FINISHED GRADE. ALL MAINLINE
SLEEVES ARE TO BE CONSIDERED EXISTING VERIFY LOCATION IN FIELD. INSTALL MAINLINE SLEEVES 18" AWAY FROM EACH SIDE OF QUICK COUPLER VALVE.
AS APPROVED
AS APPROVED
RAIN BIRD L5, JNANA30
DX3 CONTROLLER 120V CONTROLLER WITHIN NEW ELECTRICAL SERVICE AND CONTROLLER COMBINATION . INSTALL MINIMUM 14 GAGE FLOW SENSOR COMMUNICATION
WIRES IN SCHEDULE 80 ELECTRICAL CONDUIT. SEE PLANS FOR ADDITIONAL INFORMATION. INSTALL WITH RAIN SENSOR RS500 AND RGVRSS.
RAINMASTER L5, G
RAIN BIRD
PVC SUPPLY AND DISCHARGE HEADERS SHALL BE PVC LATERAL LINE PIPE (AS SHOWN BELOW), 1 1/4" MINIMUM SIZE WITH SCH. 40 PVC FITTINGS.
RAIN BIRD
RAIN BIRD
NO SYMBOL
NO SYMBOL
XFS-CV-06-12 SUBSURFACE DRIP TUBING (COPPER EXTERIOR COLOR) WITH 0.60 GPH, PRESSURE COMPENSATING EMITTERS INTERNALLY INSTALLED IN THE DRIP TUBING AT 12" O.C.
SPACING. DRIP TUBING SHALL BE EQUIPPED WITH COPPER CHIP TECHNOLOGY TO PREVENT ROOT INTRUSION INTO THE DRIP EMITTER. DRIP TUBING SHALL BE INSTALLED 2" BELOW
FINISHED SOIL GRADE (NOT COUNTING MULCH) AND IN PARALLEL ROWS A MAXIMUM OF 16" ON CENTER. THE PERIMETER ROW OF DRIP TUBING SHALL BE INSTALLED A MAXIMUM OF
4" FROM THE EDGE OF ANY HARDSCAPE OR TURF EDGE. ALL SUBSEQUENT INTERIOR ROWS SHALL BE ADJUSTED TO PROVIDE AN EVEN SPACING ACROSS THE PLANTER WITHOUT
EXCEEDING 16" MAXIMUM SPACING. INSTALL 9" PVC COATED GALVANIZED TUBING STAKES A MAXIMUM OF FIVE (5) FEET ON CENTER ALONG THE LENGTH OF THE TUBING. TUBING
STAKES SHALL BE MODEL #GDTS140900 AS MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582-9684. THE HATCH PATTERN SYMBOLS ON THE PLANS REPRESENT THE
APPROXIMATE DIRECTION AND SPACING OF THE DRIP TUBING ROWS, SEE ACTUAL SPACING REQUIREMENTS ABOVE AND IN DETAILS.
CONNECTION BETWEEN XFS DRIP TUBING AND PVC SUPPLY AND DISCHARGE HEADERS SHALL BE MADE USING XF DRIP LINE BARBED FITTINGS, SCH. 40 PVC THREADED FITTINGS,
SCH. 80 NIPPLES AND FLEXIBLE NIPPLES. WHEN THE CONNECTION IS AT THE END RUN OF THE TUBING USE A 1/2" SCH. 40 PVC THREADED 90° ELBOW, A 1/2" X LENGTH AS REQUIRED
SCH. 80 PVC THREADED NIPPLE, A 1/2" X 6" MIPT X FIPT FLEXIBLE NIPPLE, AND A XFF-MA-050 17mm BARB X 1/2" MIPT ADAPTER FITTING. WHEN THE CONNECTION IS IN THE MIDDLE OF
THE TUBING RUN USE A 1/2" SCH. 40 PVC THREADED TEE FITTING, A 1/2" X LENGTH AS REQUIRED SCH. 80 PVC THREADED NIPPLE, A 1/2" X 6" MIPT X FIPT FLEXIBLE NIPPLE, AND TWO
(2) XFF-MA-050 17mm BARB X 1/2" MIPT ADAPTERS. ALL END RUNS OF TUBING SHALL BE CONNECTED WITH A PVC DISCHARGE HEADER. FLEXIBLE NIPPLES SHALL BE MODEL
#GFN050600 AS MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582-9684.
XF SERIES 17mm BARBED FITTINGS FOR ALL CONNECTIONS BETWEEN DRIP TUBING (TUBING-TO-TUBING ONLY). ALL BARBED DRIP TUBING FITTINGS SHALL BE INSTALLED USING A
FITINS-TOOL FOR PROPER INSERTION OF THE FITTING INTO THE TUBING. NO HEATING OF TUBING SHALL BE ALLOWED.
AS APPROVED
N/A
N/A
L5, B
L6, C
L6, L
L5, F,H,K
L6, A
L7, B
L6, A,J,K
L6, K
N/A
N/A
L5, H
L5, K
N/A
MODEL 2000 1-1/2" NORMALLY CLOSED BRONZE MASTER VALVE OR APPROVED EQUAL. INSTALL THE MASTER VALVE INSIDE A JUMBO RECTANGULAR VALVE BOX.GRISWOLDV
DATA INDUSTRIAL BRONZE TEE, NYLON IMPELLER TYPE FLOW SENSOR MODEL OR APPROVED EQUAL. WIRE TO CONTROLLER PER MANUFACTURER'S RECOMMENDATIONS.F
L5, C
L5, D
L7, A
L6, I
L6, A,B,C,D,E,
F,G,H,I,J,K
L5, H,K
B WILKINS MODEL 975XL 1-1/2" REDUCED PRESSURE ZONE BACKFLOW PREVENTER SEE PLANS FOR ADDITIONAL INFORMATION. INSTALL WITHIN STAINLESS STEEL ENCLOSURE. INSTALL PER
MANUFACTURER'S RECOMMENDATIONS.
NO SYMBOL
AS APPROVED
WATER EFFICIENT LANDSCAPE WORKSHEETA
FOR REFERENCE ONLY. NEW PRESSURE MAINLINE FROM CISTERN . VERIFY SIZE AND LOCATION ON CIVIL PLANS PRIOR TO START OF WORK.AS APPROVED N.A.
L5, A
L6, A,B,C,D,E,
F,G,H,I,J,K
L7, B
L5, A,B,C,D,F
L6, A,B,C,D,E,F,
L7, A
L5, F,J
G,H,I,J,K,L
RWS-B-C-1402 ROOT WATERING SYSTEM W/ FABRIC SLEEVE. INSTALL 2 PER TREE, 0.5 GPM PER EACH BUBBLER, 1.0 GPM PER TREE
PVC PIPE - 1-1/2" SCH. 40, SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED 12" BELOW FINISHED GRADE.
SCH.40 PVC SWING CHECK VALVE FITTINGS. USED ON SLOPE TO RETAIN WATER. SWING CHECK VALVES ARE DESIGNED FOR HORIZONTAL INSTALLATIONS, BUT MAY BE INSTALLED IN
AN UP-FLOW ONLY VERTICAL POSITION. CHECK VALVES MUST BE INSTALLED WITH THE VALVE'S FLOW ARROW POINTING IN THE DIRECTION OF THE FLOW. DO NOT INSTALL VALVE
UPSIDE DOWN. FLOW VELOCITY SHOULD NOT EXCEED 5 FT./SEC. MINIMUM OPENING PRESSURE LESS THAN 0.5 PSI. USE SPEARS, NDS OR EQUAL.
MATCO/NORCANO SYMBOL
PAIGE ELECTRICNO SYMBOL THE CONTROLLER SHALL BE GROUNDED USING A #182000 5/8" X 8 FOOT COPPER CLAD GROUND ROD, A #182005 CAST BRONZE ROD CLAMP AND THE REQUIRED LENGTH OF #6AWG
BARE, SINGLE STRAND COPPER GROUND WIRE. INSTALL INSIDE A 10" ROUND LOCKING VALVE BOX.
CHRIST'S ALL THREADED FITTINGS TO BE RAPPED WITH CORRECT AMOUNT OF TEFLON TAPE.1/2" PTFE THREAD SEAL TAPE COMPLIANT WITH FEDERAL SPECIFICATION T-27730A. NO SYMBOL
CHRIST'SNO SYMBOL FOR DOMESTIC SYSTEMS - INSTALL 3" WIDE BLUE I- POTABLE WATER DETECTABLE UNDERGROUND TRENCH MARKING TAPE SHALL BE RUN WITH ALL MAINLINE RUNS AND MUST BE
INSTALLED AT LEAST 6" ABOVE TOP OF PIPE.
N/A
N/A
N/A
N/A
PVC PIPE 3/4" - 1 1/2" SCH. 40, SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED 12" BELOW FINISHED GRADE.
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REMOTE CONTROL VALVE ASSEMBLY
SCALE: 1"=1'-0"
NOTES:
1.FINISH GRADE: 2" BELOW FINISHED SURFACE ADJACENT TO NON-TURF AREAS.
PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL
BOLT AND LOC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE.
LABEL "RCV" AND CONTROL STATION NUMBER ONTO LID
1
FINISH SURFACE - 2"2
24" WIRE LOOPS WITH WATERPROOF WIRE CONNECTORS3
SCH.80 PVC SLIP 90° ELL
4 SCH.40 PVC PIPE OR SCH.80 T.O.E. NIPPLE WITH D.I. SERVICE TEE
6
TAPE WIRES TO PIPE7
SCH.80 PVC SLIP TEE OR LEEMCO DUCTILE IRON BBT SERVICE TEE FOR USE ON BELL
AND GASKET MAINLINE PIPER
5
SCH.40 PVC PIPE, SIZE PER RCV, TYP.8
LANDSCAPE FABRIC TO COVER BOTTOM
AND ALL SIDES OF VALVE BOX
9
BRICK SUPPORTS (4 TOTAL)10
LASCO #896 PVC UNION SLIP X
MIPT, SIZE PER RCV, TWO (2)
REQUIRED FOR ASSEMBLY
11
ELECTRIC REMOTE CONTROL VALVE12
SPARE CONTROL WIRE LOOP 48"
LENGTH INTO EACH RCV BOX
13
3/4" CRUSHED GRAVEL, 2 CUBIC FEET14
8
11
14
12
13
21
3
6
4
7
5
9
2
10
NOTES:
1.BOX TO BE INSTALLED TO ALLOW FOR PROPER OPERATION OF BALL VALVE.
2.INSTALL BOX AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN
BOX TO ALLOW FOR HANDLE MOVEMENT.
3.INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE
INSTALLATION AT MAINLINE DEPTH.
4.FINISH GRADE: 2" BELOW FINISHED SURFACE ADJACENT TO NON-TURF AREAS.
PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS
BOLT, NUT, AND WASHER BRAND "BV" ONTO LID, 1 1/2"-2" HIGH LETTERING
1
BALL VALVE, REFER TO LEGEND FOR
SPECIFICATIONS
2
FINISH GRADE3
PRESSURE SUPPLY LINE, DEPTH PER
SPECIFICATIONS
4
PVC MALE ADAPTER5
BRASS UNION6
BRICK SUPPORTS (4 TOTAL)7
BRASS NIPPLE8
3/4" WASHED CRUSHED GRAVEL, 2
CUBIC FEET
9
LANDSCAPE FABRIC TO COVER
BOTTOM AND ALL SIDES OF
VALVE BOX
10
BALL VALVE
SCALE: 1/2"=1'-0"
3
1 2 3
4
5
6
78
910
MASTER CONTROL VALVE
SCALE: 3/4"=1'-0"
2
1 2
4
5
6
7
8
9
10
11
12
13
3
NOTES:
1.USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE
MASTER VALVE ASSEMBLY.
2.FINISH GRADE: 2" BELOW FINISHED SURFACE ADJACENT TO NON-TURF AREAS.
PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT,
NUT, AND WASHER BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. LABEL
"MV" ONTO LID
1
FINISH GRADE2
MASTER CONTROL VALVE3
24" WIRE LOOPS WITH WATERPROOF
WIRE CONNECTORS
4
VALVE ID TAG5
PVC SCH 40 FEMALE ADAPTER, 2
REQUIRED
6
PVC MAINLINE TO FLOW SENSOR,
PIPE PER SPECS
7
BRICK SUPPORTS (4 TOTAL)8
BRASS UNION9
BRASS NIPPLE TYP.10
3/4" CRUSHED GRAVEL, 2 CUBIC FEET11
LANDSCAPE FABRIC TO COVER BOTTOM
AND ALL SIDES OF VALVE BOX
12
PVC MAINLINE PIPE FROM BASKET
STRAINER PER SPECS
13
TYP. WIRE CONNECTION
SCALE: NTS
NOTES:
1.KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE
AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PRE-FILLED WITH GEL.
2.DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3 #14 OR
TWO (2) #12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES
OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION.
LOW VOLTAGE WIRES, THREE (3) MAXIMUM1
WIRES PASS THROUGH GROOVES IN TUBE LID TO
ALLOW LID TO CLOSE
2
CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE3
POLY TUBE PRE-FILLED WITH WATERPROOF GEL4
LOCK TABS PREVENTS WIRE REMOVAL
ONCE CONNECTOR IS INSERTED
5
SCOTCHLOK ELECTRICAL SPRING CONNECTOR
WIRES SHALL BE PRE-STRIPPED OF 1/2" OF THE
INSULATION PRIOR TO INSERTION INTO THE
CONNECTOR. TWIST CONNECTOR ONTO WIRES
TO SEAT FIRMLY. SCOTCHLOK CONNECTOR AND
WIRES INSERTED INTO TUBE UNTIL THE
CONNECTOR PASSES LOCK TABS
6
1
2
3
4
5
6
BASKET STRAINER
SCALE: NTS
NOTES:
1.FINISH GRADE: 1" BELOW FINISH SURFACE ADJACENT TO TURF AND 2" BELOW
ADJACENT TO NON-TURF AREAS.
2.USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE
BASKET STRAINER ASSEMBLY.
BB B 316"116"4"MIN.316"SECTION
PLASTIC RECTANGULAR VALVE BOX
WITH BOLT DOWN COVER, USE
STAINLESS BOLT, NUT AND WASHER
BOX TO BE PLACE AT RIGHT ANGLE
TO HARDSCAPE EDGE. BRAND "BS"
ONTO LID, 1 1/2"-2" HIGH LETTERING
1
BASKET STRAINER, REFER TO
LEGEND FOR SPECIFICATIONS
2
FINISH GRADE3
PVC SCH 40 FEMALE ADAPTER, TYP.4
PVC MAINLINE TO MASTER VALVE,
PIPE PER SPECS
5
BRICK SUPPORTS6
3/4" WASHED CRUSHED GRAVEL,
2 CUBIC FEET
7
LANDSCAPE FABRIC TO COVER
BOTTOM AND ALL SIDE OF VALVE BOX
8
BRASS NIPPLE, TYP.9
BRASS UNION10
PVC MAINLINE FROM P.O.C11
PVC SCH 80 TxS NIPPLE12
3
11
7
8
9
10
12
6
1
2 3
4
5
CONTROLLER GROUNDING
SCALE: NTS
NOTES:
1.A MINIMUM OF ONE GROUND ROD SHALL BE INSTALLED PER CONTROLLER. SEE
LEGEND, DETAILS AND SPECIFICATIONS FOR ADDITIONAL GROUNDING REQUIREMENTS.
FINISH GRADE IN TURF AREAS1
BARE COPPER GROUND WIRE (#6) CONNECT TO ROD W/ BRASS CLAMP OR
"CAD WELD" IN PLACE
2
PLASTIC 10" ROUND VALVE BOX WITH A BLACK COLORED T-COVER AND
CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. HEAT BRAND "GRD" ONTO LID
3
FINISHED GRADE IN SHRUB AREAS4
5/8"x96" COPPER CLAD GROUND ROD INSTALLED INTO COMPACTED SITE SOIL PRIOR
TO SETTING BOX
5
NATIVE OR UNDISTURBED SITE SOIL6
FILL 1/2 OF VALVE BOX WITH
COMPACTED SITE SOIL
7
BRICK SUPPORTS, 3 REQUIRED8
BARE #6 COPPER GROUND WIRE
FROM CONTROLLER (8' MIN.)
9
1
2
3
4
5
6
7
8
9
NOTES:
1.IF WYE STRAINER OR PRESSURE REGULATOR IS SPECIFIED, INSTALL ON EITHER THE
HORIZONTAL PIPING OR ON THE DOWNSTREAM LEG AS SPACE PERMITS.
2.CONCRETE SLAB SHALL BE MINIMUM 4" THICK, 18" WIDE AND EXTEND AT LEAST 8" PAST
THE BACKFLOW ASSEMBLY PIPING. IF BACKFLOW ENCLOSURE IS SPECIFIED IN THE
LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER.
BACKFLOW ENCLOSURE1
R/P DEVICE SEE LEGEND FOR SPECIFICATIONS2
BRASS BALL VALVE (TYP.)3
BRASS NIPPLES MINIMUM 4"4
BRASS ELL, 4 REQUIRED5
PRESSURE REGULATOR OR WYE
STRAINER
6
BRASS UNION, 2 REQUIRED7
BRASS RISERS. LENGTH AS REQUIRED8
CONCRETE SLAB, SEE NOTES9
REDUCED PRESSURE BACKFLOW
3" AND SMALLER
SCALE: 1/2"=1'-0"
FINISH GRADE10
SCH 80 PVC NIPPLE 6" MINIMUM11
SCH 80 PVC FEMALE ADAPTER12
PVC MAINLINE TO MASTER VALVE13
PVC MAINLINE FROM METER14
12"x12"x12"x CONCRETE THRUST BLOCK
FOR 3" DIA. PIPE OR SMALLER
15 2"18"12"1
5
7
9
10
2 3
4
6
8
14
15
15
15
15
11
13
12
NOTES:
1.FINISH GRADE: 1" BELOW FINISH SURFACE ADJACENT TO TURF AND 2" BELOW
ADJACENT TO NON-TURF AREAS.
2.INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS, WIRE
TO IRRIGATION CONTROLLER.
3.USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN STREAM SIDE OF
THE FLOW SENSOR.
PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS
BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE
EDGE. BRAND 'FS' ONTO LID, 1 1/2"-2" HIGH LETTERING
1
FLOW SENSOR, SEE LEGEND FOR
SPECIFICATION
2
FINISH GRADE3
24" WIRE LOOP4
PVC MAINLINE PIPE5
BRICK SUPPORTS6
3/4" WASHED CRUSHED GRAVEL, 2
CUBIC FT.
7
LANDSCAPE FABRIC TO COVER
BOTTOM AND ALL SIDES OF
FLOW SENSOR BOX
8
PVC MAINLINE PIPE TO MASTER
VALVE (NOT LESS THAN 10 PIPE
DIAMETERS) PER SPECS AND PLAN
9
FLOW SENSOR
SCALE: NTS 2"4" MIN.2"3 1 2 3
4
5
6789
TREE BUBBLER
SCALE: NTS
ROOT WATERING SYSTEM ASSEMBLY: RAINBIRD RWS-B-C-1402 4" DIA. X 36" LENGTH
(INCLUDES 1402 0.50GPM BUBBLER W/ RISER, CHECK VALVE, GRATE, SWING
ASSEMBLY, 1/2" MALE NPT INLET AND BASKET CANISTER)
1
ROOT WATERING SYSTEM PER LEGEND
2
ROOT BALL OF TREE4
PVC LATERAL LINE PIPE. SEE SPECIFICATIONS FOR TYPE AND DEPTH
REQUIREMENTS
3
RWS SAND SOCK (RWS-SOCK)5
PVC SCH. 40 TEE OR ELL6
PVC LATERAL LINE7
NATIVE SOIL9
FINISH GRADE10
AMMENDED BACKFILL8
3"
PLAN VIEW: NTS
SECTION VIEW: NTS
34
2
10
1
5
9
6
7
9
8
NOTES:
1.2 BUBBLERS MIN. PER TREE
VALVE BOX INSTALLATION
SCALE: 1/2"=1'-0"
NOTES:
1.CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE.
2.SET BOXES 2" ABOVE FINISH GRADE OR MULCH COVER IN GROUNDCOVER/SHRUB
AREA AND 1" ABOVE FINISH GRADE IN TURF AREA.
3.SET RVC AND VALVE BOX ASSEMBLY IN GROUNDCOVER/SHRUB AREA WHERE
POSSIBLE. INSTALL IN LAWN ONLY IF GROUNDCOVER DOES NOT EXIST ADJACENT TO
LAWN.
4.SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE.
5.AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND
DEFORMATION OF VALVE BOX SIDES.
6.BRAND VALVE BOX WITH CONTROLLER LETTER AND VALVE NUMBER USING 1 1/2 -2"
LETTERING
TYPICAL 16"x21"
RECTANGULAR VALVE BOX
1
TYPICAL QUICK
COUPLING VALVE
2
TYPICAL 19"x26" OR
LARGER VALVE BOX
3
EDGE OF WALK, FENCE,
CURB, ETC.
4
12 3
4
10
12
13
16
15
9
5
6
7
2
3
4
8
1
PEDESTAL MOUNTED CONTROLLER
SCALE: NTS
1 RAIN SENSOR INSIDE A STRONGBOX RGVRSS
ENCLOSURE, WIRE TO CONTROLLER
NOTES:
1.PILOT WIRES SHALL BE ONE COLOR FOR EACH CONTROLLER. COMMON WIRES SHALL BE WHITE WITH DIFFERENT COLOR STRIPES FOR EACH AUTOMATIC CONTROLLER.
2.NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVE UNDER 500 LINEAL FEET.
3.CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION
SEQUENCE. SEQUENCE SHOWN ON DETAIL IS FOR REFERENCE ONLY. SEE IRRIGATION PLAN FOR CORRECT VALVE SEQUENCE.
SECTION
14
2 STAINLESS STEEL FLIP TOP LID, SHOWN IN
OPEN POSITION
3 CONTROLLER
4 STAINLESS STEEL 16" WIDE TOP-ENTRY
CONTROLLER ENCLOSURE NEMA 3R
RAINPROOF RATED CONTROLLER
ENCLOSURE DIMENSIONS WHEN CLOSED:
38"Hx16"Wx15.5"D
5 POWER SWITCH AND RECEPTACLE
6 TERMINAL STRIP FOR REMOTE CONTROL
VALVE WIRE CONNECTION
8 FINISHED GRADE
9 FILL BASE OF QUICKPAD WITH PEA GRAVEL
TO TOP OF BASE UNIT
7 STRONGBOX QUICKPAD ENCLOSURE MOUNTING
PAD WITH PREFORMED ALUMINUM PAD, PLASTIC
BASE AND ALL STAINLESS STEEL HARDWARE
10 1 1/4" PVC CONDUIT / SWEEP FOR ELECT. SERVICE
11
11 1" PVC CONDUIT / SWEEP ET GAGE WIRES *
12 1" PVC CONDUIT / SWEEP FOR TELEPHONE LINE *
13 1" PVC CONDUIT / SWEEP FOR FLOW SENSOR /
MCV WIRES *
14 1 1/4" PVC CONDUIT / SWEEP FOR COMMUNICATION
CABLE TO OTHER CONTROLLERS *
15 3" PVC CONDUIT / SWEEP FOR CONTROL WIRES
TO VALVES
16 1 1/4" PVC CONDUIT / SWEEP FOR GROUND WIRE
17 STAINLESS STEEL, U.L. LISTED, PREDRILLED,
REMOVABLE BACKBOARD. REMOVABLE FRONT
PANEL NOT SHOWN
CONDUITS LISTED WITH AN *
SHALL ONLY BE INSTALLED IF
EQUIPMENT IS SPECIFIED.
17
18 DUAL HYDRAULIC PISTONS TO SUPPORT LID IN
OPEN POSITION FOR ACCESS
18
1919COMPACTED SITE SOIL
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NEWPORT BEACH, C A
U . S . A . 9 2 6 6 0
P H : 7 1 4 . 7 5 4 . 7 3 1 1
CENTER FEED INLINE DRIP
SCALE: NTS
ZONE FLUSH VALVE PLUMBED TO PVC (TYP)1
MANIFOLD CONNECTION (PVC TO ELL)2
PVC EXHAUST HEADER3
PVC SUPPLY HEADER4
MANIFOLD CONNECTION (PVC TO TEE)5
REMOTE CONTROL VALVE WITH FILTER AND PRV.
REFER TO LEGEND AND PLANS FOR
SPECIFICATIONS
6
AREA PERIMETER
DRIPLINE LATERAL8
AIR/VACUUM RELIEF LATERAL BLANK TUBING
CENTERED ON MOUND OR BERM
9
AIR/VACUUM RELIEF VALVE (PLUMBED TO TUBING
AT EACH HIGH POINT)
10
PERIMETER LATERALS 2"-4" FROM EDGE (TYPICAL)11
1
2
3
4
5
6
7
8
9
11
10
7
DRIPLINE INSTALLATION
SCALE: NTS
1 2 3 4 5
TEE1
TOP OF MULCH2
PRESSURE-COMPENSATING IN-LINE EMITTER TUBING PER
LEGEND. INSTALL AT 2" DEPTH MAX.
3
TIE DOWN STAKE4
FINISH GRADE5
END FEED INLINE DRIP
SCALE: NTS
2
3
4
5
6
7
8
9
11
12
13
1
10
REMOTE CONTROL VALVE WITH FILTER AND
PRESSURE REGULATOR REFER TO LEGEND AND
PLANS FOR SPECIFRICATIONS
1
POINT OF CONNECTION, REFER TO PLANS2
BACKFLOW PREVENTER, REFER TO LEGEND AND
PLANS FOR SPECIFICATIONS
3
LATERAL LINE TO NEXT PLANTER BED4
MANIFOLD-TO-ELBOW CONNECTION5
PVC SUPPLY MANIFOLD6
AREA PERIMETER7
PERIMETER LATERALS 2" TO 4" FROM EDGE8
DRIPLINE9
AIR/VACUUM RELIEF VALVE (PLUMBED TO TUBING
AT EACH HIGH POINT) REFER TO LEGEND FOR
SPECIFICATIONS
10
PVC FLUSH MANIFOLD12
AUTOMATIC FLUSH VALVE PLUMBED TO TUBING.
REFER TO LEGEND FOR SPECIFICATIONS
13
AIR/RELIEF LATERAL BLANK TUBING CENTERED ON
MOUND OR BERM
11
CENTER FEED MANIFOLD
SCALE: NTS
FINISH GRADE1
DEPTH OF TUBING PER
SPECIFICATIONS
2
DEPTH OF PVC SUPPLY
MANIFOLD PER SPECIFICATIONS
3
DRIPLINE TEE FITTING4
DRIPLINE LATERAL5
BLANK POLY TUBING, LENGTH AS NECESSARY6
DRIPLINE MPT ADAPTER7
PVC TEE (SxSxT) WITH 1/2" FPT OUTLET8
PVC SUPPLY MANIFOLD FROM REMOTE CONTROL VALVE ASSEMBLY9
1.2
.3
4 5
6
7
8
9
FLUSH END VALVE INSTALLATION
SCALE: NTS
NOTES:
1.FINISH GRADE: 0" IN TURF AREAS AND 1" BELOW ADJACENT TO NON-TURF AREAS.
10" ROUND PLASTIC VALVE BOX1
1/2" PVC BALL VALVE2
FINISH GRADE
4' COIL OF 1/2" IPS SALCO ALGAE
RESISTANT FLEXIBLE PVC
3
BRICK SUPPORTS5
LATERAL LINE6
PEA GRAVEL 4" DEEP (NO SOIL IN
BOX)
7
4 PVC SCHEDULE 40 ELL SxS8
12
3
4
5 7
8 6
DRIPLINE LAYOUT
SCALE: NTS
EXHAUST HEADER1
FLUSH VALVE, PER LEGEND, PLUMB TO
EXHAUST HEADER
2
DRIP TUBING PER LEGEND, NOT TO
EXCEED 200 LINEAR FEET BETWEEN
HEADERS
3
AIR RELIEF VALVE, PER LEGEND,
INSTALL AT HIGHEST POINT ON
ZONE
4
AREA PERIMETER5
BLANK TUBING HEADER CENTERED
ON MOUND OR BERM
6
NOTES:
1.ALL THREADED
CONNECTIONS TO HAVE
TEFLON TAPE OR PASTE.
1
2
3
4
5
6
DRIP TUBING START CONNECTION7
SUPPLY HEADER8
CONTROL ZONE KIT9
9
7
8
DRIPLINE LAYOUT
SCALE: NTS
2
3
4
5
6
7
8
9
11
12
13
1
10
REMOTE CONTROL VALVE WITH FILTER AND
PRESSURE REGULATOR REFER TO LEGEND AND
PLANS FOR SPECIFRICATIONS
1
POINT OF CONNECTION, REFER TO PLANS2
BACKFLOW PREVENTER, REFER TO LEGEND AND
PLANS FOR SPECIFICATIONS
3
LATERAL LINE TO NEXT PLANTER BED4
MANIFOLD-TO-ELBOW CONNECTION5
PVC SUPPLY MANIFOLD6
AREA PERIMETER7
PERIMETER LATERALS 2" TO 4" FROM EDGE8
DRIPLINE9
AIR/VACUUM RELIEF VALVE (PLUMBED TO TUBING
AT EACH HIGH POINT) REFER TO LEGEND FOR
SPECIFICATIONS
10
PVC FLUSH MANIFOLD12
AUTOMATIC FLUSH VALVE PLUMBED TO TUBING.
REFER TO LEGEND FOR SPECIFICATIONS
13
AIR/RELIEF LATERAL BLANK TUBING CENTERED
ON MOUND OR BERM
11
DRIPLINE LAYOUT
SCALE: NTS
AIR VACUUM RELIEF & LINE FLUSHING VALVE KIT
PLUMBED TO PVC OR POLY
1
AREA PERIMETER2
XF DRIPLINE TUBING3
DRIPLINE START CONNECTION MALE ADAPTER4
EXHAUST HEADER5
EASY FIT TEE6
DRIPLINE CENTERED ON MOUND
OR BERM
7
SUPPLY HEADER8
REMOTE CONTROL VALVE WITH
FILTER AND PRV
9
1
2
3
4
5
6
7
8
9
BATYPICAL TRENCHING
SCALE: 3/4"=1'-0"
NOTES:
1.PIGTAIL AND LOOP CONTROL WIRE AT ALL 90° CHANGES IN DIRECTION.
2.PROVIDE A MINIMUM 10 FEET SEPARATION BETWEEN POTABLE AND RECLAIMED
MAINLINE PIPING.
3.24" MINIMUM COVER ON 3" MAINLINE AND LARGER.
FINISH GRADE1
CLEAN BACKFILL - 90%
COMPACTION REQUIRED
2
NON-PRESSURE LATERAL LINE.
SNAKE PIPE IN TRENCH
3
PRESSURE SUPPLY LINE SNAKE
PIPE IN TRENCH
4
CONTROL WIRES - BUNDLE AND
TAPE AT 10' O.C. AND INSTALL
ADJACENT TO PRESSURE
SUPPLY LINE
5
DIMENSION
3" TO 6" IN SIZE
1/2" TO 2-1/2" IN SIZE
A
18"
24"
12"
B
1
2
3
4
5
NOTES:
1.PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED.
2.DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL.
3.ALL SLEEVES TO BE SCHEDULE 40 PVC.
4.EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS.
5.24" MINIMUM COVER ON MAINLINE 3" AND LARGER.
TYPICAL SLEEVING
SCALE: 3/4"=1'-0"
6"6"
TYP.TYP.
FINISH SURFACE1
CLEAN SAND BACKFILL
MINIMUM 90% COMPACTION
2
PRESSURE MAINLINE IN
SCHEDULE 40 SLEEVE - SIZE
SLEEVE TWICE DIAMETER OF
PRESSURE SUPPLY LINE
3
CONTROL WIRES IN SLEEVE -
SIZE PER PLAN. INSTALL
ADJACENT TO PRESSURE
SUPPLY LINE
4
NON-PRESSURE LATERAL LINE
IN SLEEVE TWICE DIAMETER
OF LATERAL LINE
5
1
2
3
4
5
NOTES:
1.FINISH GRADE: 1" BELOW FINISH SURFACE ADJACENT TO TURF AND 2" BELOW
ADJACENT TO NON-TURF AREAS.2"2" MIN.DRIP RVC ASSEMBLY
SCALE: NTS
PLASTIC RECTANGULAR 'JUMBO' VALVE BOX WITH BOLT DOWN COVER, USE
STAINLESS BOLT, NUT, AND WASHER BOX TO BE PLACED AT RIGHT ANGLE TO
HARDSCAPE EDGE. BRAND "RCV" AND CONTROL STATION # ONTO LID, 1 1/2"-2" HIGH
LETTERING
1
FINISH GRADE, 2" DIMENSION ONLY2
PRESSURE REGULATOR,
REFER TO LEGEND
3
WYE FILTER, REFER TO
LEGEND
4
R.C.V., REFER TO LEGEND5
PVC MAINLINE6
BRICK SUPPORTS7
3/4" WASHED CRUSHED
GRAVEL
8
LANDSCAPE FABRIC TO
COVER BOTTOM AND ALL
SIDES OF VALVE BOX
9
PVC TO DRIP SYSTEM10
1 2
3
4
10
7
6
5
8
9
2
DRIP TUBING CONNECTION
SCALE: NTS
FINISHED
GRADE
NOTES:
1.DRIP TUBING CONNECTION REQUIRED FOR ALL CONNECTIONS BETWEEN DRIP TUBING
AND PVC HEADERS. FOR CONNECTIONS AT END RUNS OF TUBING, USE A 90° ELL
FITTING AND ONE ADAPTER FITTING FOR CONNECTION. FOR CONNECTIONS IN THE
MIDDLE OF RUNS OF TUBING, USE A TEE FITTING AND TWO ADAPTER FITTINGS FOR
THE CONNECTION.
DRIP TUBING WITH 0.6 GPH DRIP EMITTERS INSTALLED 12" ON
ON-CENTER INSIDE ENTIRE LENGTH OF DRIP TUBING
1
1/2" MIPTx17mm BARB MALE ADAPTER FITTING, TWO REQUIRED
FOR TEE FITTING, ONE FOR 90° ELL
2
SCH. 40 PVC THREADED TEE OR
90° ELL FITTING, 1/2" SIZE
3
SCH. 80 PVC THREADED NIPPLE, 1/2"x
LENGTH AS REQUIRED
4
GPH IRRIGATION PRODUCTS FLEXIBLE NIPPLE,
#GFN050600, 1/2"MIPTx1/2"FIPTx6"LENGTH
5
SCH. 40 PVC SLIPxSLIPx1/2"FIPT TEE
FITTING, HEADER SIZE BY 1/2"
6
DRIP TUBING SUPPLY OR DISCHARGE HEADER,
PVC LATERAL LINE PIPE, 1 1/4" MINIMUM SIZE,
OTHERWISE SIZE PER THE DRAWINGS
7
GPH IRRIGATION PRODUCTS 9" PVC COATED WIRE STAKE,
#GDTS140900, INSTALLED FIVE FEET ON CENTER
8
1
2
3
4
5
6
7
8
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NEWPORT BEACH, C A
U . S . A . 9 2 6 6 0
P H : 7 1 4 . 7 5 4 . 7 3 1 1
DRIP AIR RELIEF VALVE
SCALE: NTS
AIR / VACUUM RELIEF VALVE, INSTALL
AT THE HIGH POINT OF THE SYSTEM
1
PLASTIC ROUND VALVE BOX, 7" SIZE,
HEAT BRAND "AR" ONTO LID
2
FINISHED GRADE IN SHRUB AREAS3
AMENDED OR NATIVE SOIL4
SUB-SURFACE DRIP TUBING, DEPTH
PER LEGEND
5
LANDSCAPE FABRIC, WRAP UP AND
OVER ALL OPENINGS
6
BRICK SUPPORTS, 2 REQ.7
CRUSHED 3/4" ROCK, MIN. 4" DEPTH
INSIDE BOX
8
COMBINATION TEE FITTING, TUBING
X TUBING X FIPT, SAME
MANUFACTURER AS DRIP TUBING.
USE 3/4"x1 1/2" PVC THREADED
REDUCER BUSHING AS REQUIRED
9
9
1
2
3
4
5
6
7
8
QUICK COUPLING VALVE ASSEMBLY
SCALE: NTS MIN.1
2
34
5
6
12
119
10
8
7
3
NOTES:
1.FINISH GRADE: 1" BELOW FINISH SURFACE ADJACENT TO TURF AND 2" BELOW
ADJACENT TO NON-TURF AREAS.
2.USE TEFLON TAPE ON ALL THREADED FITTINGS.
QUICK COUPLER KEY WITH MALE
HOSE BIB CONNECTION AS SHOWN,
KEY MUST CLEAR VALVE BOX
1
ROUND PLASTIC VALVE BOX WITH
BOLT DOWN COVER USE STAINLESS
BLOT NUT AND WASHER LABEL "QCV"
ONTO LID
2
FINISH GRADE3
QUICK COUPLER VALVE REFER TO
LEGEND FOR SPECIFICATION
4
GALVANIZED PUNCH LOC (2 REQUIRED)5
BRASS NIPPLE (LENGTH AS REQUIRED)6
3/4" CRUSHED GRAVEL, 2 CUBIC FEET7
BRICK SUPPORT8
LANDSCAPE FABRIC TO COVER BOTTOM
AND ALL SIDES OF VALVE BOX
9
#4x36" REBAR STAKE10
BRASS TRIPLE SWING JOINT (SIZE
PER QCV) USE TWO STREET ELLS,
ONE NIPPLE (6" MIN. LENGTH), AND
ONE THREADED ELL FOR ASSEMBLY
12
MAINLINE, SEE SPECIFICATIONS11
IRRIGATION NOTES:
1.THE CONTRACTOR SHALL REVIEW RELATED DRAWINGS AND SHALL ENSURE COORDINATION
WITH ALL APPLICABLE TRADES PRIOR TO SUBMITTING BID.
2.THE IRRIGATION SYSTEM SHALL BE INSTALLED IN CONFORMANCE WITH ALL APPLICABLE STATE
AND LOCAL CODES AND ORDINANCES BY LICENSED CONTRACTORS AND EXPERIENCED
WORKERS. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND FEES
RELATING TO THEIR WORK.
3.OPERATE IRRIGATION CONTROLLER(S) BETWEEN THE HOURS OF 10:00 PM AND 7:00 AM.
4.NOTIFY UNDERGROUND SERVICE ALERT AT 811 AT LEAST 48 HOURS PRIOR TO ANY
EXCAVATION.
5.CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO
FURNISH AND INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS, AS DESCRIBED
IN THE SPECIFICATIONS, AND IN ACCORDANCE WITH APPLICABLE CODES AND ORDINANCES BY
LICENSED CONTRACTORS AND EXPERIENCED WORKERS. CONTRACTOR SHALL OBTAIN AND PAY
FOR ALL REQUIRED PERMITS AND FEES RELATING TO THEIR WORK.
6.DESIGN REFLECTS COMPLIANCE WITH CALIFORNIA STATE ASSEMBLY BILL 325 (AB 325) AND THE
STATE'S MODEL ORDINANCE AND/OR THE LOCAL GOVERNING AGENCY'S ADOPTED WATER
EFFICIENT LANDSCAPE ORDINANCE.
7.DRAWINGS ARE DIAGRAMMATIC. CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTMENTS
NECESSARY TO CONFORM TO ACTUAL FIELD CONDITIONS. ALL PIPING, VALVES, ETC. SHOWN
WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN
PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER
SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. PARALLEL PIPES MAY BE INSTALLED IN
COMMON TRENCH. PIPES ARE NOT TO BE INSTALLED DIRECTLY ABOVE ONE ANOTHER.
8.DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS,
FITTINGS, SLEEVES, WHICH MAY BE REQUIRED. CAREFULLY INVESTIGATE THE STRUCTURAL
AND FINISHED CONDITIONS AFFECTING ALL WORK AND PLAN WORK ACCORDINGLY, TO FURNISH
ALL REQUIRED MATERIAL. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE
WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID
CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING, AND ARCHITECTURAL FEATURES.
9.IRRIGATION SLEEVES SHOWN FOR MAJOR STREET AND DRIVEWAY CROSSINGS FOR CLARITY
ONLY. ALL PIPE SLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE. ALL MAINLINE SHALL BE
ACCOMPANIED WITH A MINIMUM 2-INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND
MINIMUM 12 INCHES BEYOND PAVING OR AS NECESSARY TO ACCESS. CONTRACTOR SHALL
INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AS SHOWN AND AS DIRECTED BY
ENGINEER. IN ADDITION TO THE SLEEVES AND CONDUITS SHOWN ON THE DRAWINGS, THE
IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE INSTALLATION OF
SLEEVES AND CONDUITS OF SUFFICIENT SIZE UNDER ALL PAVED AREAS.
10.DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS
OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE
AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING.
SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE
CITY'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT
PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS
NECESSARY.
11.CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR OPTIMUM PERFORMANCE
IN ACCORDANCE WITH THE SPECIFICATIONS AND TO PREVENT OVERSPRAY ONTO HARDSCAPE
AREAS OR STRUCTURAL ELEMENTS. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF
ARC TO FIT ACTUAL SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE
TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. ALL MAINLINES SHALL BE
FLUSHED PRIOR TO THE INSTALLATION OF IRRIGATION HEADS. AT 30 DAYS AFTER INSTALLATION
EACH SYSTEM SHALL BE FLUSHED TO ELIMINATE GLUE AND DIRT PARTICLES FORM THE LINES.
COSTS INCURRED DUE TO ANY ADJUSTMENTS FOR 100% COVERAGE, INCLUDING THOSE
REQUESTED BY THE CITY'S AUTHORIZED REPRESENTATIVE SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR.
12.SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE 40.0 (P.S.I.) AND A MAXIMUM
DEMAND 20.0 (G.P.M.) AS SHOWN AT EACH POINT OF CONNECTION ON THE DRAWINGS.
CONTRACTOR SHALL VERIFY PRESSURE AND DEMAND AT EACH POINT OF CONNECTION PRIOR
TO COMMENCING INSTALLATION AND SUBMIT SUCH IN WRITING TO THE CITY'S AUTHORIZED
REPRESENTATIVE. IF ANY DISCREPANCIES EXIST, THEY SHOULD BE BROUGHT TO THE
IMMEDIATE ATTENTION OF THE CITY'S AUTHORIZED REPRESENTATIVE.
13.EQUIPMENT SHOWN IN HARDSCAPE AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL
BE INSTALLED WHENEVER POSSIBLE WITHIN PLANTED AREAS A REASONABLE, REACHABLE
DISTANCE FROM HARDSCAPE OR TURF AREAS.
14.UNLESS OTHERWISE NOTED ON THE DRAWINGS, CONTRACTOR SHALL INSTALL WIRE AND PIPE
UNDER HARDSCAPE AREAS IN P.V.C. SCHEDULE 40 SLEEVES PLACED PRIOR TO INSTALLING
HARDSCAPE IN ACCORDANCE WITH APPLICABLE CODES.
15.WHEREVER POSSIBLE, CONTROL WIRES SHALL OCCUPY THE SAME TRENCH AS PIPES.
16.EACH CONTROLLER SHALL HAVE ITS OWN INDEPENDENT GROUND WIRE.
17.SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. CONTRACTOR
TO LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE AND EVERY 100' ON CENTER ALONG
WIRE RUN. TAPE WIRE BUNDLES 10' ON CENTER. NO TAPING WILL BE PERMITTED INSIDE
SLEEVES.
18.WIRE CONNECTORS SHALL BE 3M-DBY/Y-6 DIRECT BURY OR APPROVED EQUAL.
19. CONTROL VALVES SHALL BE SIZED AS DESIGNATED ON THE DRAWINGS AND SHALL BE
INSTALLED IN VALVE BOXES AS INDICATED IN THE DETAILS. TOP OF BOXES SHALL BE SET 1"
ABOVE FINISHED GRADE IN TURF AND 2" IN NON TURF AREAS AND PERMANENTLY MARKED WITH
THE LETTERS R.C.V.
20.CONTRACTOR SHALL INSTALL ANTI-DRAIN CHECK VALVES AS NECESSARY TO PREVENT LOW
HEAD DRAINAGE. IN LOCATIONS WHERE LOW HEAD DRAINAGE WILL CAUSE EROSION AND
EXCESS WATER, INSTALL KING BROS. CV SERIES CHECK VALVES IN LATERAL LINES FOR EVERY
10’ OF ELEVATION CHANGE.
21.BUBBLERS SHALL BE LOCATED ON THE UPHILL SIDE OF TREES.
22.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FAMILIAR WITH ALL GRADE
DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. COORDINATE WORK WITH THE
GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS FOR THE LOCATION AND THE
INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES,
ETC. CONTRACTOR TO VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND
STRUCTURES PRIOR TO THE EXCAVATION OF TRENCHES. CONTRACTOR IS TO REPAIR ANY
DAMAGE CAUSED BY THEIR WORK AT NO ADDITIONAL COST TO THE OWNER.
23.REMOTE CONTROL VALVES SHALL BE PROGRAMMED IN SEQUENCE AS SHOWN ON PLANS
UNLESS DIRECTED OTHERWISE BY THE CITY'S AUTHORIZED REPRESENTATIVE. RUN WIRE FROM
EACH RCV TO THE CONTROLLER. SPLICING WIRES TOGETHER OUTSIDE OF VALVE BOXES WILL
NOT BE PERMITTED.
24.INSTALL VALVE BOXES MINIMUM 12” FROM AND PERPENDICULAR TO WALK, CURB, LAWN,
BUILDING OR LANDSCAPE FEATURE. AT MULTIPLE VALVE BOX GROUPS, EACH BOX SHALL BE AN
EQUAL DISTANCE FROM THE WALK, CURB, LAWN, ETC. AND EACH BOX SHALL BE MINIMUM 12”
APART. SHORT SIDE OF VALVE BOXES SHALL BE PARALLEL TO WALK, CURB, LAWN, ETC.
25.LOCATE QUICK COUPLING VALVE 12” FROM HARDSCAPE AREA.
26.VALVE LOCATIONS SHOWN ARE DIAGRAMMATIC. INSTALL IN GROUND COVER/SHRUB AREAS
WHERE POSSIBLE (NOT IN LAWN AREA).
27.NOTIFY OWNERS/OWNER’S AUTHORIZED REPRESENTATIVE OF ANY ASPECTS OF LAYOUT THAT
WILL PROVIDE INCOMPLETE OR INSUFFICIENT WATER COVERAGE OF PLANT MATERIAL AND DO
NOT PROCEED UNTIL HIS/HER INSTRUCTIONS ARE OBTAINED.
28.ALL EXCAVATIONS ARE TO BE FILLED WITH COMPACTED BACKFILL. REPAIR ALL SETTLED
TRENCHES PROMPTLY. REPAIR ALL SETTLED TRENCHES PROMPTLY, FOR A PERIOD OF 1 YEAR
AFTER COMPLETION OF WORK.
29.INSTALL ONE (1) SPARE CONTROL WIRE FOR EVERY 6 (SIX) STATIONS ON THE CONTROLLER
ALONG THE ENTIRE MAIN LINE. SPARE WIRES SHALL BE THE SAME COLOR (ONE WITH A WHITE
STRIPE) AND OF A DIFFERENT COLOR THAN OTHER CONTROL WIRES. LOOP 36” EXCESS WIRE
INTO EACH SINGLE VALVE BOX AND INTO ONE VALVE BOX IN EACH GROUP OF VALVES. SPARE
WIRE(S), NOT APPLICABLE FOR TWO-WIRE SYSTEMS.
30.WHEN VERTICAL OBSTRUCTIONS (STREET LIGHTS, TREES, FIRE HYDRANTS, ETC.) INTERFERE
WITH THE SPRAY PATTERN OF THE HEADS SO AS TO PREVENT PROPER COVERAGE, FIELD
ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER, THIRD, HALF CIRCLE OR
ADJUSTABLE NOZZLE AND HEAD AT THE SIDES OF THE OBSTRUCTION SO AS TO PROVIDE
PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE
OWNER.
31.NOTIFY ARCHITECT OF ANY ASPECTS OF LAYOUT THAT WILL PROVIDE INCOMPLETE OR
INSUFFICIENT WATER COVERAGE OF PLANT MATERIAL AND DO NOT PROCEED UNTIL HIS/HER
INSTRUCTIONS ARE OBTAINED.
32.NOTIFY ALL LOCAL JURISDICTIONS FOR INSPECTION AND TESTING OF INSTALLED BACKFLOW
PREVENTION DEVICE.
33.CONNECT FLOW SENSOR TO CONTROLLER WITH CONDUCTOR DIRECT BURIAL SHIELDED
SENSOR CABLE (EV-CAB-SEN.) INSTALL EACH CABLE IN A SEPARATE 1-1/4" PVC SCHEDULE 40
CONDUIT WITH SWEEP-ELLS.
34.CONTRACTOR SHALL WARRANT THAT THE IRRIGATION SYSTEM WILL BE FREE FROM DEFECTS IN
MATERIALS AND WORKMANSHIP FOR A PERIOD OF 1 YEAR AFTER FINAL ACCEPTANCE OF
WORK.
35.EXISTING IRRIGATION NOT AFFECTED BY NEW CONSTRUCTION SHALL REMAIN AND BE
PROTECTED IN PLACE. EXISTING IRRIGATION SHALL REMAIN OPERATIONAL DURING THE
CONSTRUCTION PHASE. DAMAGED EQUIPMENT DURING CONSTRUCTION SHALL BE REPLACED
WITH LIKE-KIND EQUIPMENT.
36.ELECTRICAL CONTRACTOR TO SUPPLY 120 VAC (2.5 AMP) SERVICE TO CONTROLLER LOCATION.
IRRIGATION CONTRACTOR TO MAKE FINAL CONNECTION FROM ELECTRICAL STUB-OUT TO
CONTROLLER. IRRIGATION CONTROL WIRE SHALL BE #14, U.L. APPROVED FOR DIRECT BURIAL.
COMMON WIRE SHALL BE #12 U.L. APPROVED AND SHALL BE WHITE IN COLOR. WIRING TO
INDIVIDUAL REMOTE CONTROL VALVES SHALL BE COLOR OTHER THAN WHITE.
37.ALL EXCAVATIONS ARE TO BE FILLED WITH COMPACTED BACKFILL. REPAIR ALL SETTLED
TRENCHES PROMPTLY, FOR A PERIOD OF 1 YEAR AFTER COMPLETION OF WORK.
ADDITIONALLY, CONTRACTOR SHALL WARRANT THAT THE IRRIGATION SYSTEM WILL BE FREE
FROM DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF 1 YEAR AFTER FINAL
ACCEPTANCE OF WORK.
38.THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING
PRESSURE SHOWN ON THE IRRIGATION DRAWINGS. VERIFY WATER
PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE
BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE
ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION
TO THE OWNER’S AUTHORIZED REPRESENTATIVE.
39.IRRIGATION DEMAND: REFER TO IRRIGATION POINTS OF CONNECTION.
40.CONTACT CONTROLLER SALES REPRESENTATIVE FOR
PRE-CONSTRUCTION MEETING AND CERTIFICATION REQUIREMENTS.
41.CONTRACTOR TO SUPPLY ALL TURNOVER DOCUMENTS TO THE CLIENT.
SUBMIT
ALL WARRANTEES, AS-BUILTS, TURNOVER EQUIPMENT, ETC.
42. THE CONTRACTOR SHALL PERMANENTLY HOT STAMP ALL VALVE BOX LIDS
WITH 2-INCH MINIMUM LETTER HEIGHT AS FOLLOWS:
·'X1' FOR REMOTE CONTROL VALVES ('X' = CONTROLLER AND '1' =
STATION NUMBER)
·'FS' FOR FLOW SENSOR
·'MV' FOR MASTER CONTROL VALVE
·'GV' FOR GATE VALVE
·'QC' FOR QUICK COUPLING VALVE
·'SP' FOR SPLICE BOX OR PULL BOX
43.CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE EXISTING
FUNCTIONING IRRIGATION SYSTEM OPERATIONAL DURING
CONSTRUCTION. ANY DAMAGES TO EXISTING PLANT MATERIAL AS RESULT
OF EXISTING IRRIGATION NOT BEING FUNCTIONAL SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO REPLACE.
44.CONTRACTOR TO REPAIR EXISTING IRRIGATION SYSTEMS DAMAGED
DURING THE EXECUTION OF THE CONTRACT. REPLACE PLANT MATERIALS
DAMAGED DURING THE CONSTRUCTION PERIOD WITH THE SAME SPECIES
OF EQUAL SIZE OR GREATER. CONTRACTOR SHALL MAINTAIN EXISTING
PLANTING WITHIN THE JOB SITE LIMITS DURING DEMOLITION AND
CONSTRUCTION PHASES. EXISTING IRRIGATION SYSTEMS SHALL EITHER
REMAIN OPERATIONAL FOR CONTRACTOR'S USE OR CONTRACTOR SHALL
HAND WATER EXISTING PLANT MATERIALS AS NEEDED.
45.CONTRACTORS SHALL FIELD VERIFY THAT ALL IRRIGATION EXISTING
EQUIPMENT IS ON SITE AND IS OPERATIONAL (CONTROLLER, BACKFLOW
PREVENTER, VALVES (NEW AND EXISTING) FLOW SENSOR, MASTER VALVE,
MAINLINE, LATERAL LINES, ETC ALL. CONTACT HCLA'S AUTHORIZED
REPRESENTATIVES, IOR, AND OAR IF EQUIPMENT IS MISSING OR IN POOR
CONDITION. FAILURE TO OBTAIN HACLA'S APPROVAL PRIOR TO ANY / ALL
INSTALLATIONS SHALL CAUSE THE CONTRACTOR TO MAKE ARCHITECT
AND/OR OAR DIRECTED REVISIONS AT NO ADDITIONAL COST TO HACLA.
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14TH ST.MANHATTAN AVENOPARKINGNEVPARKINGONLYNEVPARKINGONLYPARKINGONLYPARKINGONLYSTOPEVEVNOPARKINGXXXXXXXXXXXXXXXXXXXXXXXX X
XSTOP STOPCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTX X
20250 SW ACACIA ST., SUITE 260
NEWPORT BEACH, C A
U . S . A . 9 2 6 6 0
P H : 7 1 4 . 7 5 4 . 7 3 1 1 CITY OF H E R M O S
A
BEACH, CA1
9 0 7
N
NOTES
1.REFER TO SHEET L9 FOR THE PLANTING DETAILS
AND NOTES.
SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE O.C. SPACING WATER USE QTY
TREES
T-1 MELALEUCA NESOPHILA PINK MELALEUCA 24" BOX PER PLAN LOW 3
T-2 TRISTANIA CONFERTA BRISBANE BOX STD.24" BOX PER PLAN MOD 3
SHRUBS
S-1 AGAVE VILMORINIANA OCTOPUS AGAVE 5 GAL.PER PLAN LOW 6
S-2 ALOE STRIATA CORAL ALOE 5 GAL.PER PLAN LOW 49
S-3 CAREX BARBERAE SANTA BARBARA SEDGE 1 GAL.PER PLAN LOW 5
S-4 DIANELLA CAERULEA `CLARITY BLUE`DIANELLA 5 GAL.PER PLAN LOW 34
S-5 LOMANDRA LONGIFOLIA `BREEZE`BREEZE™ MAT RUSH 1 GAL.PER PLAN LOW 12
S-6 SISYRINCHIUM BELLUM BLUE EYED GRASS 1 GAL.PER PLAN LOW 24
PLANT LIST
T-1
2
14
S-2
1
S-1
S-1
1
S-2
10
S-4
2
1
S-1
12
S-5S-6
10
5
S-3S-6
2
12
S-6
17
S-4
S-4
3
S-4
8
S-1
1
S-4
2
S-2
7
S-1
1
T-1
1
S-2
18
S-1
1
S-4
2
3
T-2
10/03/2024
Page 203 of 324
20250 SW ACACIA ST., SUITE 260
NEWPORT BEACH, C A
U . S . A . 9 2 6 6 0
P H : 7 1 4 . 7 5 4 . 7 3 1 1
A
BOULDER INSTALLATION
SCALE: NTS
NOTES:
1.ALL BOULDERS SHALL BE BURIED 30% OF OVERALL HEIGHT, WIDTH AND LENGTH.
2.FINAL LOCATION OF ALL BOULDERS SHALL BE PER THE ENGINEER.
3.CONTRACTOR TO PROVIDE SAMPLE BOULDER FOR APPROVAL BY ENGINEER PRIOR TO
PURCHASE.
BOULDER MEASUREMENT CHART:
APPROX. SIZE:
B1: 5'x5'x5'
B2: 3'x3'x3'
B3: 2'x2'x2'
BOULDER TYPE: BOULDERS SHALL BE "SIERRA BOULDERS" AVAILABLE AT SOUTHWEST
BOULDER AND STONE PHONE: 714-882-1010 OR APPROVED EQUAL.
REFER TO NOTES FOR SIZES
FINISH GRADE
UNDISTURBED NATIVE
GRADE OR 90% CERTIFIED
COMPACTED SUBGRADE.
3'
2'
4'
5'
6'
RIVER ROCK COBBLE
SCALE: 1/2" = 1'-0"
NOTES:
1.CONTRACTOR SHALL SUBMIT RIVER
ROCK COBBLE COLOR & SIZE
SAMPLES TO ENGINEER FOR REVIEW
AND APPROVAL PRIOR TO
PURCHASE.
2.RIVER ROCK COBBLE AVAILABLE
FROM SOUTH WEST BOULDER AND
STONE, 714-882-1010.
3.RIVER ROCK COBBLE SHALL BE
"MALIBU COBBLE", 4" DIA TO 8" DIA..
EXTENDED MORTAR BED 2" BEYOND
EDGE OF RIVER ROCKS COBBLE
POURED PCC MORTAR BED 6" DEEP.
MEDIAN CURB PER CIVIL PLANS.
EXISTING ASPHALT CONCRETE
PAVEMENT.
95% RELATIVE COMPACTED SUBGRADE.
WIDTH VARIES - REFER TO CIVIL PLANS
2"
COBBLE
2"4
4
1 1
5 6 523
1
2
3
4
5
6
D
1.CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT
NECESSARY TO FURNISH AND INSTALL PLANT MATERIAL AS SHOWN ON THE
DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS.
2.UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, STRUCTURAL IMPROVEMENTS
AND HARDSCAPE SHALL BE INSTALLED PRIOR TO PLANTING OPERATIONS.
3.ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC, COVERAGE, AND
OPERATIONAL TESTS AND THE BACKFILLING AND COMPACTION OF TRENCHES SHALL
BE PERFORMED PRIOR TO PLANTING OPERATIONS.
4.PLANT LIST ON THE DRAWINGS SHALL BE USED AS A GUIDE ONLY. CONTRACTOR
SHALL TAKEOFF AND VERIFY SIZES AND QUANTITIES BY PLAN CHECK.
5.SAMPLES OF FERTILIZERS, ORGANIC AMENDMENT, SOIL CONDITIONERS, AND SEED
SHALL BE SUBMITTED PRIOR TO INCORPORATION. CONTRACTOR SHALL FURNISH TO
THE ENGINEER A CERTIFICATE OF COMPLIANCE FOR SUCH FURNISHED MATERIALS IF
ALL REQUIRED.
6. LOCATIONS OF PLANT MATERIAL SHALL BE REVIEWED ON SITE BY THE ENGINEER
PRIOR TO INSTALLATION.
7.AMENDMENTS SHALL BE PER THE SPECIFICATIONS.
8.IF, DURING PLANTING OPERATIONS THERE SEEMS TO BE MINIMAL OR NO
PERCOLATION IN PLANTING PITS, CONTRACTOR SHALL CEASE PLANTING
OPERATIONS AND IMMEDIATELY NOTIFY THE ENGINEER TO DISCUSS ALTERNATIVE
TO MAINTAINING POSITIVE ROOTBALL DRAINAGE MEASURES.
9.TREES PLANTED WITHIN 5' TO 8' OF HARDSCAPE OR STRUCTURES SHALL BE
INSTALLED WITH A ROOT BARRIER AS APPROVED BY THE ENGINEER.
10.ALL SHRUB PLANTING AREAS SHALL RECEIVE A 3" THICK LAYER OF MULCH COVER.
C
NOTES:
1.CONTRACTOR SHALL SUBMIT RIVER ROCK COBBLE COLOR & SIZE SAMPLES
TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PURCHASE.
2.RIVER ROCK COBBLE AVAILABLE FROM SOUTHWEST BOULDER AND STONE,
714-882-1010.
3.RIVER ROCK COBBLE SHALL BE "MALIBU COBBLE", 4" DIA TO 8" DIA..
4.BIOSWALE SHALL BE CONSTRUCTED PER CIVIL DETAIL 84 SHEET C-7.
CURB1
2
3
4
5
6
7
8
FINISH SURFACE
FINISH GRADE
TOPSOIL LAYER- BIOSWALE 80/20 MIX AVAILABLE FROM GAIL MATERIALS
COBBLE- PER NOTES- LAYOUT PER PLANS
WEED BARRIER - MIRAFI 140N
SUBGRADE PER CIVIL
RETAINING WALL
COBBLE AT BIOSWALE
SCALE: NTS
2
1 3
4
5 6
7
8
E
SHRUB PLANTING
NOT TO SCALE
NOTES:
1.CROWN OF ROOTBALL TO BE 1/2" - 1" ABOVE FINISH GRADE.
2.FOR ADDITIONAL INFORMATION REFER TO PLANTING NOTES & SPECIFICATIONS.
A SHALLOW BASIN 2" DEEP SHALL BE
FORMED AROUND ROOTBALL BELOW
FINISH GRADE
1
FINISH GRADE2
BACKFILL IN ACCORDANCE WITH
PROJECT AGRICULTURAL
SUITABILITY SOILS REPORT
3
ROOTBALL4
2 x DIAMETER
OF ROOT BALLDEPTH OF1
2
3
4 CONTAINERPREVAILING WINDS
A SHALLOW BASIN 2'' DEEP SHALL BE FORMED
AROUND BALL BELOW FINISH GRADE. TREES
PLANTED IN TURF AREAS SHALL NOT HAVE
BASINS.
BACKFILL IN ACCORDANCE WITH PROJECT
AGRICULTURAL SUITABILITY SOILS REPORT
CINCH TIE, ARBOR TIE, OR APPROVED EQUAL
2"Ø MINIMUM X 10' LODGE POLE STAKE BOTH
SIDES, OR 'TOMAHAWK TREE STABILIZER SYSTEM'
(800) 845-3343, OR APPROVED EQUAL
FINISH GRADE
ROOTBALL
TREES INSTALLED WITHIN TURF AREAS SHALL BE
INSTALLED WITH 'ARBOR-GARD' OR APPROVED
EQUAL AT BASE OF TRUNK.
1
NOTES:
1.CROWN OF ROOTBALL TO BE 1" ABOVE FINISH GRADE.
2.FOR ADDITIONAL INFORMATION REFER TO PLANTING
NOTES AND SPECIFICATIONS.
2
3
4
5
6
7
2
3
4
5
1
6
7DEPTH OF12"CONTAINERMIN.2 x DIAMETER
OF ROOTBALL
12~18"6" MIN.12~18"TREE PLANTING & STAKING
(FOR 15 GAL. & 24" BOX TREES)
NOT TO SCALEB
10/03/2024
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EFORPD
E
RETSIGER
REENIGNELANOISSCALI
FOR
N
IASTATEOFSIGNED: 06/18/2021No. E22639ALE
X
A
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06/18/2021SHEET INDEXGENERAL NOTESSHEETDESCRIPTIONE-0GENERAL NOTES, LEGEND & SHEET INDEXE-1SINGLE LINE DIAGRAM & SCHEDULESE-2SITE LIGHTING PLANE-3SITE POWER PLANE-4DETAILSE-5DETAILSE-6TITLE 24 FORMSABBREVIATIONSLEGEND1.ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE AND ALLOTHER APPLICABLE FEDERAL AND STATE. WHERE THE CONSTRUCTION DOCUMENTS INDICATE MORERESTRICTIVE REQUIREMENTS, THE CONSTRUCTION DOCUMENTS SHALL GOVERN BUT THECONSTRUCTION DOCUMENTS SHALL NOT BE INTERPRETED AS AUTHORITY TO VIOLATE ANY CODE ORREGULATION.2.ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BEAR THE UNDERWRITERS' LABEL (UL)AND SHALL BE INSTALLED IN THE MANNER FOR WHICH THEY ARE DESIGNED AND APPROVED.3.THE CONTRACTOR SHALL NOT BORE, NOTCH OR IN ANY WAY CUT INTO ANY STRUCTURAL MEMBERWITHOUT WRITTEN APPROVAL FROM THE ARCHITECT OR STRUCTURAL ENGINEER.4.MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT ANCHORAGE NOTES:ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLEDPER THE DETAILS ON THE APPROVED CONSTRUCTION DOCUMENTS. WHERE NO DETAIL IS INDICATED,THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCES ANDDISPLACEMENT REQUIREMENTS.A.ALL PERMANENT EQUIPMENT AND COMPONENTS.B.TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED) TOTHE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER.C.MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE THAN 8 HOURS ANDHEAVIER THAN 400 POUNDS ARE REQUIRED TO BE ANCHORED WITH TEMPORARYATTACHMENTS.THE ATTACHMENT OF THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENT SHALL BEPOSITIVELY ATTACHED TO THE STRUCTURE, BUT NEED NOT BE DETAILED ON THE PLANS. THESECOMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT ANDASSOCIATED DUCTWORK, PIPING, AND CONDUIT.A.COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORTS THECOMPONENT.B.COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS,LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNGFROM A WALL.FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THEINSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORDAND THE STRUCTURAL ENGINEER. THE PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTSAND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVE REQUIREMENTS.5.PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTES: PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITHTHE FORCES AND DISPLACEMENTS PRESCRIBED IN LATEST SECTIONS OF CBC AND ASCE. THE BRACING AND ATTACHMENTS TO THE STRUCTURE SHALL BE DETAILED ON THE APPROVEDDRAWINGS OR THEY SHALL COMPLY WITH ONE OF THE OSHPD PRE-APPROVALS (OPA #) AS MODIFIEDTO SATISFY ANCHORAGE REQUIREMENTS OF ACI 318, APPENDIX D. COPIES OF THE MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF HANGINGAND BRACING OF THE PIPE, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TOSUPPORT THE HANGER AND BRACE LOADS.ABBREVIATIONDESCRIPTIONABBREVIATIONDESCRIPTION1/CSINGLE CONDUCTORMCAMAXIMUM CIRCUIT AMPACITY&ANDMFGR, MFRMANUFACTURER@ATMHMANHOLEA OR AMPAMPERESMRCTMULTI-RATIO CURRENT TRANSFORMERABVABOVEMINMINIMUMA.C.ASPHALT CONCRETEMOCPMAXIMUM OVERCURRENT PROTECTIONAFAMPERE FUSE RATINGMTDMOUNTEDAFCAVAILABLE FAULT CURRENTMTGMOUNTINGAFGABOVE FINISH GRADEMTRMOTORAICAMPERE INTERRUPTING CAPACITYMVMEDIUM VOLTAGEALALUMINUMNNORTHAPPROX.APPROXIMATENCNORMALLY CLOSEDASAMPERE SWITCH RATINGNECNATIONAL ELECTRICAL CODEASCCAVAILABLE SHORT CIRCUIT CURRENTNFNON-FUSEDATSAUTOMATIC TRANSFER SWITCHNICNOT IN CONTRACTAUTOAUTOMATICNO.NUMBERAUXAUXILIARYOCON CENTERAWGAMERICAN WIRE GAUGEOCPDOVERCURRENT PROTECTIVE DEVICEBATBATTERYODOUTSIDE DIAMETERBELBELOWOEOVERHEAD ELECTRICALBKRBREAKEROHOVERHEADB.S.BARE STRANDEDPPOLECCONDUITPBPULL BOXCBCIRCUIT BREAKERPCPHOTOCELLCECCALIFORNIA ELECTRICAL CODEPDSPRESSURE DIFFERENTIAL SWITCHCKTCIRCUITPFPOWER FACTORCLCENTER LINEPH OR ØPHASECMUCONCRETE MASONRY UNITPIVPOST INDICATING VALVEC.O.CONDUIT ONLY WITH PULL WIREPLPLATECTCURRENT TRANSFORMERPNLPANELCWCOLD WATERPOCPOINT OF CONNECTIONCUCOPPERPREF.PREFERREDDLDAMP LOCATION LISTINGPRI.PRIMARYDPDISTRIBUTION PANELPVCPOLY-VINYL CHLORIDEDWGDRAWINGPWRPOWEREAEACHREC/RECEPTRECEPTACLEECMELECTRONIC CIRCUIT MONITORREQ'DREQUIREDELEC.ELECTRICALRGSRIGID GALVANIZED STEELEMEMERGENCYRMCRIGID METAL CONDUITEMHELECTRICAL MANHOLERPBPREDUCED PRESSURE BACK FLOW PREVENTEREMTELECTRICAL METALLIC TUBINGRTACREAL TIME AUTOMATION CONTROLLEREPRETHYLENE PROPYLENE RUBBERSCCRSHORT CIRCUIT CURRENT RATINGEQUIPEQUIPMENTSCESOUTHERN CALIFORNIA EDISONEXIST/(E)EXISTINGSFSQUARE FEETFIXTFIXTURESHTSHEETFLAFULL LOAD AMPSSPSPAREFTFEETSPECSSPECIFICATIONSFMCFLEXIBLE METAL CONDUITSTSTREETFTGFOOTINGSTDSTANDARDGFIGROUND FAULT INTERRUPTERSWSWITCHGGGREEN GROUNDSWBDSWITCHBOARDGNDGROUNDSWGRSWITCHGEARHPHORSEPOWERT.O.D.TOP OF DUCTBANKHTHEIGHTT.O.M.TOP OF MANHOLEHZHERTZTPSTWISTED SHIELDED PAIRIEINVERT ELEVATIONTRANSF,XFMRTRANSFORMERIMCINTERMEDIATE METAL CONDUITTSTAMPER SWITCHISCSHORT CIRCUIT CURRENTTYPTYPICALJ, JB, J-BOXJUNCTION BOXUGUNDERGROUNDKCMILTHOUSAND CIRCULAR MILSUONUNLESS OTHERWISE NOTEDKVKILOVOLTVVOLTSKVAKILOVOLT-AMPERESVAVOLT-AMPERESKWKILOWATTVFDVARIABLE FREQUENCY DRIVELFLINEAR FEETWWATTSLFMCLIQUIDTIGHT FLEXIBLE METAL CONDUITW/WITHLOC.LOCATIONW/OWITHOUTLTGLIGHTINGWCRWITHSTAND CLOSE-ON RATINGLVLOW VOLTAGEWPWEATHERPROOFMMETERZIMPEDANCEMAXMAXIMUMIN THE EVENT ABBREVIATIONS NOT MENTIONED HEREIN ARE USED, REFERENCE WILL BE MADE TO ANSI Y1.1, MILITARYSTANDARD ABBREVIATIONS, AND OTHER STANDARD INDUSTRY CONVENTIONS.SYMBOLDESCRIPTIONNOTE CALLOUTDETAIL CALLOUT- NUMBER ON TOP DENOTES DETAIL NUMBER- NUMBER ON BOTTOM DENOTES SHEET DETAIL IS SHOWNMECHANICAL EQUIPMENT CALLOUT, SEE MECHANICAL PLANS FOREXACT LOCATION AND REQUIREMENTSSECTION CALLOUTFEEDER CALLOUTEXISTING FEEDER CALLCOUTNEW LINEWORKEXISTING LINEWORKDEMOLISHED LINEWORKCONDUIT CONCEALED IN WALL OR ABOVE CEILINGCONDUIT EXPOSEDCONDUIT CONCEALED UNDERGROUND OR BELOW FLOORCONDUIT EMERGENCYMULTI-CHANNEL RACEWAYCONDUIT TURNED UPCONDUIT CAPPEDBRANCH CIRCUIT HOMERUN TO PANELBOARD AND CIRCUITS ASINDICATED3/4" CONDUIT, TICK MARKS INDICATE QUANTITY OF #12 AWG WIRES(UNLESS NOTED OTHERWISE, NO MARKS INDICATES 2#12 & 1#12 GNDWIRES)- SMALL MARK DENOTES HOT WIRE- LARGE MARK DENOTES NEUTRAL WIRE- DIAGONAL DENOTES GROUND WIREGENERATORSWITCHCIRCUIT BREAKER2-WAY SWITCH, TRANSFER SWITCHFUSETRANSFORMERGROUND CONNECTIONMOTOR - SINGLE PHASE FRACTIONAL OR INTEGRAL HORSEPOWERMETERVARIABLE FREQUENCY DRIVEPANELFUSED DISCONNECT SWITCHNON-FUSED DISCONNECT SWITCHCOMBINATION STARTER/DISCONNECT SWITCHSWITCH MOTOR RATEDMEDIUM VOLTAGE FUSEDDISCONNECT SWITCHSYMBOLDESCRIPTIONWALL MOUNTED LIGHT FIXTURE - UPPER CASE LETTER INDICATES LIGHTFIXTURE CALLOUT. LOWER CASE LETTER INDICATES LIGHTING CONTROLZONE.BOLLARD LUMINAIREPOST TOP LUMINAIREPOLE MOUNTED LUMINAIRE, SINGLE HEADPOLE MOUNTED LUMINAIRE, DOUBLE HEADPOLE MOUNTED LUMINAIRE, TRIPLE HEADPOLE MOUNTED LUMINAIRE, QUAD HEADIN GRADE LUMINAIREPATHWAY LUMINAIRELANDSCAPE FIXTUREJUNCTION BOXPHOTOCELL FOR EXTERIOR APPLICATIONSDAYLIGHT SENSOR - CEILING MOUNTEDRELAYEMERGENCY RELAY UL 924 COMPLIANTMOTION SENSOR - CEILING MOUNTEDLIGHTING CONTROL NETWORK DEVICEDIGITAL TIMER SWITCHLIGHTING CONTROL PANEL - SURFACE MOUNTEDPANELBOARD - RECESSED MOUNTEDPANELBOARD - SURFACE MOUNTEDDISTRIBUTION PANEL/ BOARDSINGLE POLE SWITCH, DEVICE SHALL BE MOUNTED +48" MAX AND +36"MIN FROM THE CENTER OF DEVICE:---------WWA-1GMVFDMXyJPCDSRERMNTMRECESSED ON WALL G=GFCI, WP=WEATHER PROOFSURFACE G=GFCI, WP=WEATHER PROOFFLOOR OR CEILING C=CEILING20A, 125V DUPLEX RECEPTACLEMOUNTED +15" AFF, UNLESS OTHERWISE NOTED20A, 125V QUAD RECEPTACLEMOUNTED +15" AFF, UNLESS OTHERWISE NOTED20A, 125V DUPLEX RECEPTACLERECEPTACLE ON DEDICATED CIRCUIT20A, 125V CONTROLLED DUPLEX RECEPTACLE20A, 125V QUAD RECEPTACLE(HALF) CONTROLLED RECEPTACLESPECIAL RECEPTACLEREFER TO DRAWINGS FOR NEMA CONFIGURATIONJUNCTION BOXJJJ10/03/2024Page 205 of 324
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06/18/2021PD1MNOTESPROVIDE PEDESTAL PANEL WITH METER SECTION, MYERSPOWER PRODUCTS #MEUG16-M200, 120/240V, 1 PHASE, 3WIRE, 200A BUSSING, 30-CIRCUIT, IN A SAE 304 STAINLESSSTEEL ENCLOSURE. PROVIDE WITH PAD MOUNT BASE#MEUG16-BASE, ANCHOR BOLTS #714548, AND 7-PINPHOTOCELL RECEPTACLE.COORDINATE WITH SCE FOR EXACT LOCATIONS ANDREQUIREMENTS OF UTILITY OWNED EQUIPMENT.PROVIDE (2) 3/4" X 10 FT COPPER-CLAD STAINLESS STEELGROUND RODS AND #4 AWG COPPER GROUNDINGELECTRODE CONDUCTOR, CONNECTED WITHIRREVERSIBLE COMPRESSION CONNECTORS.PROVIDE AC-COUPLED 19.4 KWh, 6000W BATTERY SYSTEMIN A NEMA 3R ENCLOSURE, SUNVERGE #SIS-6848 OREQUAL. PROVIDE CELLULAR MONITORING.123421SCE BOXSINGLE LINE DIAGRAMNO SCALE133" C - 3#3/0 AWG &1#6 AWG GND (XHHW-2)#4 AWG GECLIGHT FIXTURE SCHEDULETYPEDESCRIPTIONTOTALV-ALAMPTYPELUMENSVOLTAGECRICOLORTEMP.MTG.MTG.HEIGHTAPPROVED MANUFACTURERSF1COBRA-HEAD LED POLE FIXTURE, TYPE 4 DISTRIBUTION66LED6,010120V70+3000KPO+15' AFFEATON GALLEON #GAN-AF-02-LED-U-T4W-BK-8030 OR EQUAL.F2RECESSED WALL LED STEP-LIGHT18LED1,400120V70+3000KRW+18" AFFWE-EF QRI374 SERIES #616-2321 WITH ROUGH-IN HOUSING BQR30-I #616-9330, OR EQUAL.F3TREE TRUNK MOUNTED LED LIGHT53LED6,000120V70+3000KS+10' AFFBRADLEY LIGHTING STELLA #R-A-3/2-10-3000K-30-3000K-*-1-DB OR EQUAL.*COORDINATE FRAME SIZE WITH LANDSCAPE ARCHITECT.F4POST-TOP LED FIXTURE24LED2,408120V70+3000KPO+10' AFFEATON ARBOR #ARB-B1-LED-D1-T4-BK-8030 OR EQUAL.F5AINDIRECT/DIRECT LED GARAGE CANOPY FIXTURE33.5LED3,620120V70+3000KS-LITHONIA LIGHTING #VCPG LED-V4-P1-30K-80CRI-T5M-MVOLT-SRM-UPL1-PIR-DNAXD OR EQUAL.NOTES:ABBREVIATIONS:1.VERIFY ALL FIXTURE MOUNTING IN THE FIELD PRIOR TO ORDERING MOUNTING HARDWARE.PO = POLERW = RECESSED WALL2.PROVIDE 5-YEAR WARRANTY ON FIXTURES, LED BOARDS AND DRIVER.S = SURFACE3.PROVIDE 4" DIAMETER ROUND ALUMINUM POLE FOR ALL POLE-MOUNTED FIXTURES.SEE PLANS FOR QUANTITY AND LOCATIONS. FINISH TO MATCH POLE MOUNTED FIXTURES.LENGTH SHALL BE EQUAL TO MOUNTING HEIGHT.BATINV11" C - 2#8 AWG &1#10 AWG GND (XHHW-2)(2) 15-PANEL STRINGSSTRING MAX DC VOLTAGE = 652VMAX AMPS = 13AINVERTER SCHEDULENAMEMANUFACTURERAND MODELQTYWEIGHTCONTINUOUSOUTPUT POWERNOMINALAC VOLTAGEMAX ACOUTPUT CURRENTMAX OPEN-CIRCUITDC VOLTAGEMAX DCINPUT CURRENTINV-1FRONIUSPRIMO 10.1-1182.5 LBS9,995 VA240V / 1PH41.6 A1,000 V51 A1" C - 2#6 AWG &1#10 AWG GND (XHHW-2)2#12 AWG (USE-2)PHOTOVOLTAIC PANEL SCHEDULENAMEMANUFACTURERAND MODELQTYWEIGHTMODULE DATA AT STANDARD TEST CONDITIONS (STC)TOTALINSTALLED kW(DC-CEC)TOTALINSTALLED kW(AC-STC)PEAKPOWERMAXIMUM SYSTEMVOLTAGEOPEN-CIRCUITVOLTAGESHORT-CIRCUITCURRENTMAXIMUM SERIESFUSE RATINGMAXIMUM POWERPOINT VOLTAGEMAXIMUM POWERPOINT CURRENTCEC PTCRATINGP-1LG NeON2#LG335N1C-A63041 LBS335 W1,000 V41 V10.49 A20 A34.1 V9.83 A311.1 W10 kW4P1INV1TYPICAL (30)10/03/2024Page 206 of 324
NOPARKINGNEVPARKINGONLYNEVPARKINGONLYPARKINGONLYPARKINGONLYSTOP
EVEVNOPARKINGSTOPCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTJJJJJJJJJ2E-5PANEL PD1F1PD1-5F2PD1-7F2PD1-7F2PD1-7F2PD1-7F2PD1-7F2PD1-7F2PD1-7F2PD1-7F2PD1-7F2PD1-1F2PD1-7F2PD1-7F2PD1-7F2PD1-7F2PD1-5F2PD1-5TYPPC12F5APD1-5F5APD1-5F5APD1-5F3PD1-7F3PD1-7F4PD1-7F3PD1-7F1PD1-5F1PD1-52"C2#12 AWG &1#12 AWG GNDJJJJJ4E-4TYPEFORPD
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06/18/2021NOTESPROVIDE OUTDOOR RATED PHOTOCELL WITH 7-PINCONNECTION.PROVIDE NEMA 3R JUNCTION BOX AT TREE BASE,COORDINATE WITH TREE FIXTURE MANUFACTURER FORADDITIONAL WIRING REQUIREMENTS.GENERAL NOTES1.ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE40, AT LEAST TRADE SIZE 1", BURIED MINIMUM 24" BELOWGRADE. SEE DETAILS 1 AND 2 ON SHEET E-5.12C I T Y O
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XXXXXXXXXXXXXXXXXXXX STOPSTOPCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT232JPANEL PD12E-41PD1-6EVCS-2PD1-12-14EVCS-1PD1-8-102-3E-5432"C4#8 AWG2#12 AWG1#10 AWG GND1"C - 2#8 AWG & 1#10 AWG GND1"C - 2#8 AWG & 1#10 AWG GND1"C - 2#12 AWG & 1#12 AWG GND3-J(E) SCE PULLBOXSOLAR INVERTERBATTERYX X X X3E-4PANEL PD1G, WPPD1-2PD1-4PD1-9G, WP21TYPICAL4E-5JBATTERYJNEVPARKINGONLYPARKINGSTOPCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTPV INVERTER 'INV-1'MOUNTED ON CANOPY FRAMEJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJEFORPD
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06/18/2021NOTESPROVIDE HANDHOLE PULLBOX.PROVIDE LEVEL 2 ELECTRIC VEHICLE SINGLE PORTBOLLARD-MOUNT CHARGING STATION, CHARGE POINT#CT4011. SEE DETAIL 6 ON SHEET E-5 FOR MOUNTING.PROVIDE SOLAR-POWERED MULTI-SPACE PAY STATION,IPS GROUP #MS1. SEE DETAIL 6 ON SHEET E-5 FORMOUNTING.PROVIDE 10 KW SOLAR ARRAY MOUNTED TOPRE-ENGINEERED SEMI-CANTILEVERED CARPORT.GENERAL NOTES1.ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE40, AT LEAST TRADE SIZE 1", BURIED MINIMUM 24" BELOWGRADE. SEE DETAILS 1 AND 2 ON SHEET E-5.1234C I T Y O
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06/18/2021LIGHT POLE FOOTINGNO SCALE4HANDHOLENO SCALE2BASE DETAILPLAN VIEWLINELOAD36"14 3/8"13 1/4"3" MIN.SLOTS FOR BASE INSTALLATION14.75"17.25"BOTTOM VIEW16.25"MOUNTING SLOT DETAIL3"2"12.25"RECOMMENDEDSIDE CLEARANCEMINIMUM CLEARANCEREQD. PER NEC 110.26,TYP FRONT AND BACKLINELOAD10"USE 5/8"-18 ANCHOR BOLTS6" MIN.ASPHALT24" MIN.SEE PLANS.CONDUITASPHALTSECTION A-A18" MIN.AC PATCHTOP OF NEW12" X 18" X 12" PULLBOXA12" PULLBOXBASEEXTENSION12" GRAVELSLURRYDIRTALIGHT
INGPULL BOX4"18"4"4"4"4"12"12341KEY NOTESPULL BOX BASE. SET ON PEA GRAVEL BASE BENEATHPULL BOX. (PROVIDE EXTENSIONS AS REQ'D. IN FIELD)MIN. OF (1) EXTENSION.POUR 4" CONCRETE OR AC PATCH PAD AROUND EACHPULL BOX TO PREVENT SINKING BELOW GRADE, ANDSLURRY COAT AROUND. SEE SECTION A-A.PROVIDE 6'-0", #6 GROUND BOND JUMPER TO COVERFROM SERVICE GROUND CONDUCTOR WITH NECESSARYAPPROVED HARDWARE.WATER TIGHT INSTALLATION-FOAM SEAL CONDUITOPENINGS.1234NOTES1.LABEL EACH COVER TO IDENTIFY SERVICE2.DO NOT MIX POWER & L.V. COMM. CONDUITS.22PEDESTAL PANEL MOUNTINGNO SCALE1RECOMMENDEDGROUND RODLOCATION7"2"GROUND TEST WELLNO SCALE3COMPRESSION CONNECTORNON-REVERSIBLECONNECTOR,GROUND RODCONTINUOUS LOOPGND CONDUCTORS REQUIREDREFER TO PLAN FORBROOKS SERIES 1-RT OR EQUALPRECAST 8-3/4" DIA TRAFFIC BOX,COMPRESSION CONNECTORNON-REVERSIBLE GROUND ROD CLAMP,LABELED "GROUND" INCAST IRON COVERCLAD STEEL GROUND ROD.3/4"x10' LONG COPPER1/2" ENGRAVED LETTERS"BOTTOMLESS" CONCRETE PULLBOX12"x18"x12" WITH 4" GRAVEL BASEAND CONCRETE TRAFFIC LIDSTAMPED "LIGHTING"CONDUIT CONTAINING CIRCUITWIRING AND EQUIPMENTGROUND CONDUCTORREFER TO SCHEDULE FORFOOTING DIAMETER#4 AWG BARE COPPERGROUND CONDUCTOR.24" MIN.#3 TIES AT 12"O.C.GALVANIZED ANCHOR BOLT FURNISHEDWITH POLE TYP20' (1) #4 BC STRANDED COPPERCONDUCTORDRAINAGE, RADIUS EDGES AND GRIND SMOOTHSLIGHTLY SLOPE TOP OF BASE FOR PROPERALL EXPOSED ABOVE GRADE SURFACESLIGHT POLEPROVIDE NON-SHRINK GROUTMANUFACTURER PROVIDED BASE COVERANCHORED WITH TAMPER PROOFHARDWARE AND GASKETS0'-0" UP TO 15'-0"LIGHT POLE FOOTING SCHEDULEPOLE HEIGHT6"2'-6"FOOTING DIAMETER6'-0"2'-0"8'-0"2'-6"15'-1" UP TO 30'-0"1" PVC SCHEDULE 80GRAVEL1FOOTING HEIGHTBELOW GRADEFOOTING HEIGHTABOVE GRADE23KEY NOTESGROUND POLE TO GROUND CONDUCTORS IN CONDUITS.REFER TO SCHEDULE FOR ABOVE GRADE HEIGHT.REFER TO SCHEDULE FOR FOOTING LENGTH BELOWGRADE.VERTICAL REBAR 3" CLEAR MINIMUM. REFER TOSCHEDULE FOR SIZES AND QUANTITIES.12344(6) #6(8) #6VERTICAL REBAR10/03/2024Page 209 of 324
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06/18/2021SEMI-CANTILEVER SOLAR CARPORTNO SCALE3PVC TO RGS CONDUIT RISER DETAILNO SCALE2NOTES1.PROVIDE ENGINEERED CARPORT FOR SOLAR ARRAY,POWERS SOLAR FRAMES OR EQUAL. METAL FRAMINGSHALL BE POWDER COATED TO MATCH ADJACENTMETAL FINISHES. STRUCTURAL DESIGN TOACCOMMODATE PLACEMENT WITHIN THE BIOSWALEPROVIDE DEFERRED SUBMITTALS FOR ENGINEERAND CITY REVIEW.MINIMUM CLEAR HEIGHT 10'-0"CLCLCLCLRGS CONDUITCONDUIT COUPLINGCONDUIT COUPLINGPVC SCHEDULE 40CONDUITPVC COATED RGSCONDUITSOLAR PV GROUNDING DIAGRAMNO SCALE5CONDUIT DUCT BANKNO SCALE124" MINIMUMMINIMUM 1" PVCSCHEDULE 40 CONDUITFINISHED GRADEWARNING TAPE, HARRIS INDUSTRIES DU-0195% COMPACTION BACKFILLNOTESWEATHERPROOF 1-GANG CAST ALUMINUM JUNCTIONBOX WITH SELF-THREADING GROUND SCREW.ATTACH TO SURFACE USING (4) MOUNTING LUGSWITH FASTENERS LISTED FOR THE WALL MATERIAL.BOX FINISH: POWDER-COAT, GRAY.WEATHERPROOF 1-GANG CAST ALUMINUMWHILE-IN-USE LOCKABLE COVER AND NEOPRENEGASKET. FINISH TO MATCH JUNCTION BOX.1/4" SILICONE SEALANT CAULKING BEAD ALONG LEFT,TOP, AND RIGHT SIDES OF BOX AND COVER. COLORTO MATCH JUNCTION BOX AND COVER.3/4" RGS WITH SPACER CONDUIT STRAP. PAINT TOMATCH ADJACENT FINISHES.1234SURFACE OUTDOOR RECEPTACLENO SCALE412413EQUIPMENT MOUNTING PADNO SCALE64" X 4" X 3/8" THICKPADNEOPRENE VIBRATION(4) BOLTS, 1/2" DIA. EXPANSION ANCHORS, 2-1/2" MINIMUM EMBEDMENT.FINISHED GRADE4" HOUSE KEEPING PADNOTES1.SPECIAL INSPECTION OF EXPANSION ANCHORINSTALLATION IS REQUIRED.2.EXPANSION ANCHORS SHALL BE GRADE SAE 304STAINLESS STEEL, HILTI-KWIK BOLT TZ2 OR EQUAL.3.MINIMUM 12 BOLT DIAMETERS SHALL BE MAINTAINED FROMBOLT TO EDGE OF HOUSE KEEPING PAD.EQUIPMENT:- BATTERY SYSTEM- PAY STATION- EV CHARGERINV1PD11#12 AWG GND1#4 AWG GECTO CANOPY STEEL10/03/2024Page 210 of 324
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April 16, 2025
Project Procurement Considerations for the City Yard
The city yard project is a priority for city staff and council to get completed. This white paper
outlines four procurement options that the city could use to complete the project:
1) Design-Bid-Build
2) CM at Risk
3) Progressive Design-Build
4) Stipulated Sum Design Build
One important consideration is that there's currently not a plan of finance for the entire city yard
project however there are funds available that could advance design. That funding could be
used to advance design in any of the procurement methods discussed below, with the possible
exception of a Stipulated Sum Design-Build, where the project funding will need to be in place
shortly after firm fixed price bids are received. Overall it is staff's recommendation to proceed
with the Progressive-Design-Build procurement because :
It is the most expedient form of procurement and will therefore accelerate the project.
It does not require the city to invest considerable sums in up front design specifications,
bidding documents or stipends for losing teams.
There's cost certainty through the design process due to early builder involvement.
Builder involvement during the design allows for real time value engineering as plans are
developed.
An experienced design-build team will work collaboratively with city staff through this
complex project identifying and mitigating such risks such as:
defining the program,
phasing and logistics during the construction cycle,
constructability,
environmental contamination clean up methods, and
finding creative ways to improve workflow.
Also it is important to note that, given the size and scope of the project and the owner's rep
would be needed to supplement to city staff for any of the procurement methods however the
role of the owner advisor will be slightly different but depending on the procurement method
chosen.
1) Design-Bid-Build (“DBB”)
Design-Bid-Build is the most common delivery method for public improvements. It is commonly
accepted because it drives to the lowest construction price based on open competition,
supporting the premise that the city is being a good fiduciary of public funds. Often referred to
as low bid this procurement method is the default contracting method for California General Law
cities and many other agencies under section 20162 of the public contract code. The DBB
process is as follows:
1) The city would hire a design firm to collaborate with city staff in determining the program,
then design the building and site improvements, then complete the architectural plans
and obtain building permits.
2) The permit drawings would then be the basis for general contractors to bid on. The city
would select the lowest responsible bidder to complete the project.
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3) During the construction of the project the architect would typically have a construction
management contract to review shop drawings and any change orders as well as
conduct inspections to make sure the buildings are being built according to the permit
drawings.
4) Any deviation from the plans or errors in the drawings or omissions would result in
additional change orders to the city.
5) The city would have full ownership of the project throughout the process and be
responsible for long-term maintenance once the project is completed.
The DBB process is a linear path as follows.
Under a DBB process each function of the project is separately contracted. A summary of the
management tasks under each contract is as follows:
The primary advantages of using a DBB procurement are:
Competitive tension in the bidding process ensures the city is getting the lowest possible
price for the plans they have designed.
politically it is easy to defend the low bid.
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The owner’s rep role in a DBB procurement is to help draft the multiple RFPs for services and
manage the contracts during the construction phase. The owner’s rep helps ensure there are
no scope gaps between the various contracts. The owner's rep or architect is also charged with
field inspections, test & measurement, reviewing shop drawings and building commissioning
unless there are separate contracts for those services. Finally, the owner’s rep assists city staff
with reviewing change orders for reasonableness and validity.
2) Construction Manager at Risk CMAR)
The CMAR contract structure is also commonly used as a methodology to bring early builder
involvement into a project to provide cost certainty well still preserving an ability to run low bid
procurement after the predevelopment phase. Under this contract structure the city would hire a
design team and simultaneously hire a contractor under a pre-development contract. During the
pre-development phase the builder / CM would provide input to the design team including cost
estimating, constructability feedback, value engineering, and logistics planning. Typically, this
input is valuable in reducing project construction costs.
At the end of the pre-development period the builder would submit a guaranteed maximum
price. The city could at that point choose to engage the builder to complete the project or
otherwise pay for the predevelopment work and then take the plans to the market and hire the
low bidder. Because there are two separate contracts for the predevelopment and the
development work
The CM at Risk process is a linear path as follows.
Using the CMAR project delivery method, the CMAR Firm will support the design process and
construct the Project in two phases.
1. Preconstruction Phase: The City will issue a contract with the CMAR Firm to provide
Preconstruction Phase Services (as generally described in Attachment B, Scope of CMAR
Services) to support the City’s Design Engineer in developing the design for the Project. During
this phase, the Design Engineer will advance the design to the level of completion necessary to
define the Project and will provide construction-ready documents prior to the initiation of the
Construction Phase Services. When the Design Engineer’s design reaches approximately 60
percent completion, the CMAR Firm will present a construction schedule and an open book
Guaranteed Maximum Price (GMP) to the City in accordance with the CMAR Agreement. The
GMP will include the cost of the Construction Phase Work through commissioning and start-up,
general conditions pricing, overhead, and profit as a percentage of the cost of the Construction
Phase Work.
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2. Construction Phase: Should the City and CMAR Firm agree on the GMP, the Construction
Phase Services will be authorized and initiated following City Council approval of an
amendment to the CMAR Agreement. The CMAR Firm will procure all subcontractors and
vendors, and will be responsible for the Project’s construction, startup, commissioning, operator
training, performance testing, and warranty services as described in the CMAR Agreement.
Should the City and the CMAR Firm be unable to agree on a price for the Construction Phase
Services, the City reserves the right to terminate the existing CMAR Agreement and begin
negotiations with another CMAR Firm or direct the Design Engineer to complete the design and
prepare construction documents for public bidding of the Project
Under a CMAR process each function of the project is separately contracted, similar to a DBB
process. A summary of the management tasks under each contract is as follows:
The primary advantages of using CMAR procurement are:
Early contractor involvement to provide cost input during the design process.
Expedient procurement, which can accelerate the project.
No investment in upfront plans or specifications for bidding purposes required prior to
beginning of the progressive process
The owner’s rep role in a CMAR process is a little lighter than their role in a DBB procurement
since the builder is under a pre-construction contract during the design development. The
owner’s rep will advise city staff in selecting the best qualified builder and architect and
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negotiating their contract. During construction they may have many of the same tasks as in a
DBB process:
field inspections,
test & measurement,
reviewing shop drawings,
building commissioning, and
assisting city staff with reviewing change orders for reasonableness and validity.
3) Progressive Design Build (PDB)
The PDB contract structure is allowed for local municipalities under California general law
section 22185.1. This legislation specifically allows cities to select their design build team for
project based on a best value process. Under the PDB process the city would hire a design
build team based largely on their qualifications and track record in prior projects. This type of
RFQ is faster and cheaper than going through a traditional RFQ / RFP process.
Once the design build team is on board, they would work collaboratively with city staff to define
the program, phasing, and logistics. As the architectural plans were developed the contractor
would provide regular updates on project costs so the city was well informed of how design
choices were impacting the budget in real time.
It is important to note that the city retains the right to approve or reject the final plans under a
design-build process if they don’t meet the project needs. A progressive design-build process
mitigates the risk that plans will be rejected because city staff at the table throughout the design
development. Additionally having an integrated design build team provides deep experience in
value engineering constructability and the best form of cost control through the development
process.
The point at which a guaranteed maximum price is specified by the builder is ultimately
negotiable however as the plans are more fully developed the contingency that a builder
includes in the price will drop down significantly. Under most progressive design build
processes the GMP is specified relatively late in the process (usually shortly before or after
building permits are obtained) to reduce contingency in the costs for the project.
At several points during the design process as plans are developed the construction manager
will solicit bids from key trades getting updates along the way for real time accurate costing
information which will allow the city to avoid cost overruns. Another key risk mitigator is that
having builder involvement early on helps prevent errors and omissions in the plans and it
ensures that the design is optimized for constructability and appropriately value engineered.
What are the phases of progressive design-build?
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Phase 1: Preliminary design & land use/entitlements, early budgeting
Phase 2: Design completion, early procurement & final budgeting
Phase 3: Construction
The PDB process is an expedited process as follows:
Under a PDB process the city can terminate at any point in the design by simply paying the
team for planning and design costs incurred. For this reason the city could use a PDB process
to advance the project and if building funds are not ultimately available, they could cancel the
project without recourse. Under a PDB process the design and construction tasks are
integrated under one contract reducing risk and simplifying the process for the city over a typical
DBB process. A summary of the management tasks under each contract is as follows:
The primary advantages of using a PDB procurement are:
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A fundamental advantage of progressive design-build is early collaboration with key
partners. Builder, engineer, and architect cooperation at the beginning of the project
enables them to uniquely work together to identify hurdles from the start, helping to
reduce risk for the owner.
Early contractor involvement to provide cost input during the design process.
Real time feedback on constructability and value engineering alternatives as plans are
developed
Genuine bids from sub-trades throughout the process providing an additional level of
cost certainty.
Expedient procurement, which can accelerate the project.
No investment in upfront plans or specifications for bidding purposes required prior to
beginning of the progressive process.
Additionally, engagement between the professional services team and the owner can
inspire innovation and better bake the needs of the end user into the building.
The owner’s rep role in a PDB process is similar to their role in a CMAR. The owner’s rep will
advise city staff in selecting the best qualified design-build team and negotiating their contract.
During construction the role of the owner's rep is a little lighter than in a CMAR or DBB process
because of the risk transfer to the design builder. The owner’s rep’s tasks during construction
would include:
reviewing design packages and shop drawings for completeness and program
compliance,
assisting city staff with reviewing change orders for reasonableness and validity, and
coordinating building commissioning and moving.
4) Stipulated Sum Design Build (DB)
The DB contract structure is allowed for local municipalities under California general law section
22164. This legislation specifically allows cities to select their design build team for project on a
best value process. The primary difference between a DB and PDB process is that under DB
the city would need to develop a detailed program and output specifications. Under the DB
process this is usually done by an owner's Rep once the owners are out of business elected
they would work with city staff to define the program and create a clear list of requirements that
designers would need to incorporate in their plans that includes basic things like square footage
and adjacencies as well as more detailed technical specifications like provisions for compressed
air tools mechanical lifts etcetera.
Once the detailed specifications were developed they would be used as the basis for bidding.
This ensures that the city's program would be met by all of the respondent teams and allows for
a competitive bidding process much earlier in the project before plans were drawn. Bids are
bonded and the price is fixed from the beginning. As in a PDB process, the city would retain
approval rights over the plans.
The primary advantage of this stipulated some DB process is that it can create a design
competition under a typical process the city would solicit an RFQ for shortlist for design build
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teams they would then shortlist from that pool the top view design build teams each of those
teams would then submit a firm fixed price bid based on the plans and specifications the output
specifications provided the DB teams would further take risk in design development and
ensuring their no scope gaps and construction pricing escalation during the build process. A DB
procurement would be advantageous in that it would produce design innovations, however
design competitions generally require a stipend to loosing teams so the city would essentially be
paying for the design initial design two to three times given the smaller size of the project and
limited available funding this could be a challenge for the city art project as a standalone.
One importance consideration is that the city would need to have funding in place for the entire
project (not just the design) under and DB contract, because contractors would bid a firm fixed
price based on an expedited construction schedule and they would begin incurring significant
cots immediately.
DB is an expedited process as follows, but not as fast as PDB due to the need to develop
specifications and program for the bids:
A DB contract integrates design and construction under one contract reducing risk and
simplifying the process for the city over a typical DBB process. A summary of the management
tasks under each contract is as follows:
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The primary advantages of using a DB procurement are:
Upfront firm fixed price.
Contractor manages the design to ensure it meets price throughout the design process.
The owner’s rep role in a stipulated sum DB process is more involved than in a PDB process.
The owners Rep would typically help the city develop the technical specs output specifications
for the project as part of the procurement documents for the design builder. During
procurement they would also evaluate the technical compliance of the proposed designs against
those standards and continue that role throughout the design development process as design
packages were submitted. As in the other procurement methods the owner's Rep would also
assist city staff with reviewing change orders for reasonableness and validity, keeping in mind
that there are typically much less change orders in a stipulated sume DB process due to the risk
transfer and upfront pricing commitment.
Differences Between PDP and DB Procurement
Aspect Design Build Progressive Design Build
Design Build
Approach
Design-Builder introduced after
developing basis of design
Design-Builder introduced at an early stage,
works with owner to create design basis
Collaboration Limited collaboration Fosters collaborative environment early in
the project
Pricing Model Lump-Sum Price Proposal Open-Book Accounting
Decision Making Owner makes decisions based on
documents and consultant input
Owner makes value-based decisions
supported by builder’s cost and schedule
models
Risk Allocation Owner retains Spearin liability Transfers risk from owner to Design-Builder
Subcontractor
Selection
Owners are not involved in
procurement and selection of
subcontractors
Owners can choose to be actively involved
in subcontractor procurement and selection
Selection
Methodology Price-Based Selection Qualifications-Based Selection
Change Orders
Susceptibility Susceptible to Change Orders Guaranteed Maximum Price (GMP) ensures
Cost Reliability
Off-Ramping Easier Off-Ramping Riskier Off-Ramping
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A key distinction of PDB from traditional design-build is the collaboration of the owner, builder,
architect, and engineer during the preliminary design phase to establish the project scope.
As the project advances, work is awarded progressively to additional trade partners based on
the scope jointly agreed upon by the owner, builder, and designers.
One of the key drawbacks to traditional DB is the reliance on the lump-sum price proposed by
the winning team, which includes significant contingencies to cover unknown project risks. With
PDB, the contractor and key subcontractors are involved early in the design to recommend the
most cost effective systems, materials, and methods. When the owner and design-builder are
confident the design reflects the project goals and risks have been reduced, usually between
50% and 75% design completion, the parties then negotiate a guaranteed maximum price
(GMP) that reflects the lowered risk. Since the contractor and key subs have been involved in
the design process from the start, they will have had many opportunities to identify/mitigate risk
and evaluate the constructability of the design. Thus, PDB reduces the likelihood of change
orders, provided that the owner does not change the scope after the Guaranteed Maximum
Proce (GMP) is fixed
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Page 222 of 324
Site Information
Site Area 52,000 SF
Existing Building 28,000 SF
5 FT Setback Area along Private
Properties 2,340 SF
Proposed Parking Spaces 155
Costs Estimation
Description Unit Unit Cost($) Quantity Total($)
Demolition(CMU wall, slab,
foundation and grading)SF 18 28,000 504,000.00
Paving (4" base course and 2" cap)SF 9 48,500 436,500.00
Landscape EA 30,000 1 30,000.00 Lighting EA 25,000 4 100,000.00 LID System (Drywell & Sump Pump)EA 150,000 1 150,000.00 Parking Pay Station EA 10,000 2 20,000.00 Striping (Thurmo)EA 60,000 1 60,000.00 PCC Curb LF 70 460 32,200.00 Retaining Wall LF 350 240 84,000.00 Survey EA 25,000 1 25,000.00 Soft Cost(Design, Utility, CM)EA 150,000 1 150,000.00 Subtotal 1,591,700.00$ Contingency 25%397,925.00$ Total 1,989,625.00 City Hall Parking - Surface Lot at Self Storage
Page 223 of 324
Summary
Per Space Total
# of Spaces full time 133
# of Spaces part time 69
Annual Revenue 2,644$ 534,000$
Costs 12,836$ 1,989,625$
Cash on hand 404,600$
Amount financed 1,585,025$
Annual Debt Service 665$ 103,108$
Annual Income after debt 1,978$ 430,892$ 22%
Current Income 267,500$
163,392$
Detail 12 year ROI
Program
# spaces per layout 155
# staff & fleet spaces at self storage 22
Net Full time spaces 133
Spaces at City Hall 47
Staff spaces at Self Storage 22
Net Part time Spaces 69
Costs $/space Total
Per Joe's est 12,836 1,989,625
Less: One time funds 404,600$
Net to finance 1,585,025
Financing
Rate 5%
Term 30
Amount Financed 1,585,025$
Annual debt service 103,108$
I/O debt service 79,251$
Revenue
Annual Per full time 155 3,000$
465,000$
Annual after hours 69 1,000$
69,000$
534,000$
Parking Model Option - Surface lot at Self Storage Return
on Investment
Page 224 of 324
City of Hermosa Beach - Department of Public Works
Estimated CIP Project Schedule
Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun
607 Records Center Renovation 2 16 18
538 Citywide Park Master Plan 2 12 12 12 12 50
696 Police Station Improvements 55 35 20 20 10 140
616 Bard Trailer Improvements 44 24 20 10 98
109 Utility Box Wrappings 6 12 12 12 10 10 10 10 10 92
111 Gateway and Wayfinding Signs Assessment 9 15 20 40 25 30 139
617 Civic Center Charging Stations 8 8 8 8 4 36
620 City Wide Roof Repair 20 20 10 15 15 15 20 10 125
605 City Facilities Condition and Needs Assessment 2 2 2 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 5186
438 Stormwater Dry Wells Assessment 8 8 8 20 20 20 20 40 40 10 30 40 80 80 40 40 80 80 80 50 40 30 30 30 40 80 115 50 50 50 90 50 40 80 40 40 20 10 1679
421 Annual Sewer Improvements 20 20 20 40 80 80 75 75 65 65 70 70 15 40 20 740
689 Clark Building Renovations 90 50 50 45 84 75 70 60 60 60 60 40 20 20 784
502 Greenbelt Pedestrian Trail 80 50 20 40 80 70 40 40 40 40 20 20
604 City Wide ADA Improvements
194 Annual Striping Improvements
164 Hermosa Avenue Green Street 20 20 20 20 40 20 20 20 20 20 20 20 20 20 40 20 20 30 25 20 455
624 CDBG Improvements 40 20 40 80 40 30 20 20 10 300
422 Annual Storm Drain Improvements (Greenbelt at 5th)8 6 12 20 20 20 60 40 20 5 5 216
682 Parking Lot D Improvements 55 40 80 40 20 40 70 40 40 40 40 40 40 20 20 10
699 Parking Structure (Lot C) Improvements 30 20 30 40 35 20 35 20 35 55 40 35 40 40 45 40 20 580
603 South Park Slope and Irrigation Repairs 10 10 30 50 40 20 40 55 75 55 55 40 40 20 540
424 Annual Storm Drain Improvements (Bard Street) 20 15 15 20 40 40 40 40 40 30 15 315
623 Pier Structural Inspection Design, Inspection, and
Permitting 12 16 20 20 20 30 30 30 40 30 30 70 80 30 25 20 30 40 20 25 40 50 708
619 Kelly Court Renovations 8 8 7 24 15 35 60 20 40 20 40 40 80 40 40 40 30 20 567
113 Pay-By-App Parking Signage PHASE II 8 8 8 8 8 8 48
105 Annual Street Improvements 50 40 80 30 25 40 30 50 95 40 40 40 40 40 90 80 60 55 50 50 20 10
695 Parking Lot A Improvements
685 Real Time Crime Center 20 20 80 80 80 80 80 80 40 20 40 80 80 80 80 40 40 40 1060
143 PCH Mobility Improvement Project PHASE II 2 2 2 4 4 4 4 10 10 10 15 15 15 15 15 20 20 20 20 20 20 20 20 20 20 20 20 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 40 40 40 40 40 40 4537
615 New Corporate Yard Facilities 50 70 75 65 100 165 170 170 175 150 145 155 165 145 150 180 165 190 170 200 150 140 120 70 80 140 140 150 180 160 160 160 160 160 160 80 40 20 4790
102 Bus Stop Improvements PHASE II 70 80 70 70 70 70 90 80 100 80 80 80 40 30 30 160 120 180 155 160 100 80 40 20
193 Pedestrian Crossing Safety Improvements PHASE II
618 Tsunami Siren 4 4 4 4 4 8 8 8 8 8 8 8 8 8 8 8 8 116
423 Annual Sewer Improvements 20 20 40 45 55 50 80 40 40 60 90 30 40 40 20 40 80 80 90 80 110 80 75 90 120 40 20 1575
610 Fort Lots-O-Fun Wall and Gate Improvements 20 40 60 70 70 60 70 60 40 20 40 100 100 80 80 40 20 970
112 City Sidewalk Improvements 10 20 40 40 4 30 30 20 80 60 35 30 80 40 40 20 40 80 40 55 45 40 40 20 925
625 City Wide ADA Improvements 20 40 40 60 80 60 60 60 40 20 40 80 90 60 70 40 20 880
417 Annual Storm Drain Improvements 40 50 60 100 100 40 50 85 70 40 40 40 40 40 20 30 120 90 90 55 150 170 40 20 1580
621 Comprehensive Downtown Lighting Design 30 30 50 30 30 40 30 30 50 60 380
503 City Park Lighting Conceptual Design 20 40 20 60 80 30 25 80 60 415
692 14th Street Beach Restroom Rehabilitation - DESIGN
ONLY 30 40 40 60 100 130 140 90 80 120 120 120 120 80 2230
TBD 20 25 50 85 80 80 80 40 40 20 20 40 40 60 70 70 55 30 65 40 20 780
20 25 40 40 40 50 55 55 50 50 20 40 40 60 70 80 780
TBD FUTURE CDBG PROJECTS 10 55 30 55 30 30 40 80 40 40 40 20 470
FUTURE ANNUAL ADA PROJECT 20 40 30 50 50 55 75 70 40 20 40 80 90 60 70 800
TBD FUTURE ANNUAL SIDEWALK PROJECTS 20 40 20 80 40 80 40 80 40 40 20 40 880
TBD FUTURE PIER DECK REPAIRS 20 60 30 100 90 90 90 120 60 45 80 65 80 40 20 20 1010
Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun
Total Hours Needed 492 492 495 637 637 632 707 703 704 705 704 699 704 702 677 706 706 706 706 698 708 708 708 703 688 708 708 705 705 705 700 705 705 705 705 705 705 705 705 705 705 705 705 465 365 200 320 320 350 310 310
Current Staff Capacity (Hours)496 496 496 637 637 637 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708 708
Availability (Defecit) - Current Staff (Hours)4 4 1 0 0 5 1 5 4 3 4 9 4 6 31 2 2 2 2 10 0 0 0 5 20 0 0 3 3 3 8 3 3 3 3 3 3 3 3 3 3 3 3 243 343 508 388 388 358 398 398
Assumptions:Legend:
Administrative staff is available to assist engineers with tasks such as making copies, answering phones, preparing invoices and contracts, etc.Preparation of request for proposals or on-call task order.
PW engineers manage consultant design teams, oversee construction, write staff reports, develop RFPs, etc.Evaluation, conceptual design, or final design.
1700 hours total annual availability per engineer (2080 hours minus holidays, vacation, and sick time).Advertisement for construction, including bid document preparation, advertisement, bid review, and award of contract at City Council.
Project close out, including final invoicing, documentaion, reporting to grant agencies.
Fixed schedule due to public safety need, grant timeline, or regularotry requirements.
CIP
No.Project Name
FY 23-24 FY 24-25 FY 26-27 FY 27-28 Staff Labor E
Q4 Q1 Q2 Q3 Q4 Q1 Q2
FY 25-26
Q3 Q4 Q1 Q2 Q3 Q4 TotalQ1Q3Q4Q2
540
2055
1015
FUTURE ANNUAL PAVING PROJECTS
FY 23-24 FY 25-26 FY 26-27 FY 27-28
Q4 Q1 Q2 Q3 Q4 Q1
FY 24-25
Q1 Q2 Q3 Q4Q2Q4Q2Q3
Full staffing assumes 10 engineers average approximately 50% of availability for CIPs (0.5*1700)/12 = 70.8 hours monthly per engineer, therefore 708 hours total monthly availability for CIP work in the engineering
team. Current staffing levels as of April 2024 are 6 (60%). This schedule assumes reaching full staffing levels (100%) by Oct 2024. Actual schedules are subject to change. depending on staffing.
Q3Q4Q1
FY 2024-2025
Page 225 of 324
City of Hermosa Beach | Page 1 of 14
Meeting Date: April 22, 2025
Staff Report No. 25-PW-026
Honorable Mayor and Members of the Hermosa Beach City Council
REVIEW OF CIP 619–KELLY COURTS IMPROVEMENTS
CEQA: The Project is exempt under the California Environmental Quality Act (“CEQA”)
pursuant to CEQA Guidelines section 15301 (Existing Facilities) and section 15302
(Replacement and Reconstruction). The proposed work is an alteration of existing public
structures or facilities involving no expansion of existing use. The proposed work
consists of reconstructing existing court structures to current standards where the new
courts will be located on the same site as the structure replaced and will have the same
purpose and capacity as the structure replaced. No exceptions to the CEQA exemption
apply.
(Public Works Director Joe SanClemente)
Recommended Action:
Staff recommends City Council:
1. Review Capital Improvement Program (CIP) Project 619–Kelly Court
Improvements; and
2. Authorize the Director of Public Works to readvertise CIP 619–Kelly Courts
Improvements.
Executive Summary:
CIP 619, Kelly Court Improvements, addresses critical safety issues, facility degradation,
and accessibility concerns at the Kelly Courts. The project also aims to restore two closed
pickleball courts, expand capacity, and bring all court facilities up to modern standards.
At its February 25, 2025 meeting, City Council rejected all construction bids for the project
and directed staff to obtain additional feedback from the Parks, Recreation, and
Community Resources Advisory and Public Works Commissions to review the project and
provide feedback before determining the next steps. Without action, the courts would
continue to deteriorate, and community investments already made in design and bidding,
estimated at $250,000, would be at risk. Both commissions unanimously recommend
Council advance CIP 619 as currently designed. The Parks, Recreation, and Community
Resources Advisory Commission also recommended reconvening the Pickleball
Stakeholders Focus Group.
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City of Hermosa Beach | Page 2 of 14
Background:
Summary
Pickleball is a racquet sport that combines elements of tennis, badminton, and ping pong
and has substantially grown in popularity continuously over the last decade. The sport
experienced rapid growth over the past decade and is in high demand among Hermosa
Beach residents.
Following extensive community engagement for over two years, City Council approved
converting one of the two Kelly Tennis Courts at the Clark Complex into four dedicated
pickleball courts at its March 28, 2017 meeting. The Kelly Pickleball Courts opened to the
public in May 2017.
Two courts closed in 2020 due to safety issues stemming from site constraints and
deferred maintenance. In response, staff developed CIP 619, which was approved in the
FY 2022–23 budget as a resurfacing and reconfiguration project. The scope later
expanded in FY 2023–24 to include lighting upgrades, Americans with Disabilities Act
(ADA) compliant pathways, and modernization of all court types at the facility.
Pickleball Stakeholders Focus Group Development and Outcomes (Change in Use Policy
and Hours of Use)
Following the opening of the Kelly Pickleball Courts, due to the nature of the sport and its
use of equipment that produces a “popping” noise, staff received ongoing feedback from
nearby residents on the noise impacts.
Staff and the former Department Use Policies Subcommittee (DUPS) of the Parks,
Recreation, and Community Resources Advisory Commission performed extensive
research and made several recommendations to the Parks, Recreation, and Community
Resources Advisory Commission on various noise mitigation solutions with no resolve for
over three years.
Staff and DUPS formed a Pickleball Stakeholders Focus Group consisting of
representatives from the local neighborhood and pickleball community. The purpose of
the stakeholder group was to discuss viable solutions to limit noise impacts to the nearby
residents while providing use of the pickleball courts during preferred times by the
pickleball community.
At its June 2, 2021 meeting, staff and DUPS recommended the Parks, Recreation, and
Community Resources Advisory Commission recommend to City Council the approval of
updated use policies and hours, formed with the Pickleball Stakeholders Focus Group.
The Parks, Recreation, and Community Resources Advisory Commission recommended
City Council approve the updated use policies and hours with slight revisions.
Page 227 of 324
City of Hermosa Beach | Page 3 of 14
At its July 13, 2021 meeting, City Council approved the Parks, Recreation, and
Community Resources Advisory Commission’s recommendation on the updated use
policies but revised the hours, allowing for more hours for use of the courts than initially
recommended by the Commission. The approved hours, which remain current to this day,
are:
Sunday: closed
Monday: closed
Tuesday: 9:00 a.m. through 9:00 p.m.
Wednesday: 9:00 a.m. through 4:00 p.m.
Thursday: 9:00 a.m. through 9:00 p.m.
Friday: 9:00 a.m. through 4:00 p.m.
Saturday: 9:00 a.m. through 4:00 p.m.
The hours provided the pickleball community with access to the pickleball courts during
the most desired times, and relief to the nearby residents two days a week, and several
evenings. Attachment 1 is the approved use policy, which also remains current to this
day.
At its November 2, 2021 meeting, staff presented a report to the Parks, Recreation, and
Community Resources Advisory Commission on the effectiveness of the adopted use
policies and hours. Staff reported the feedback was limited to three members of the
pickleball community sharing dissatisfaction with the use hours, one nearby resident
sharing gratitude for the use hours, and one nearby resident sharing reports of the courts
being used outside of the use hours. The limited feedback following the implementation
of the new use policies and hours in comparison to the level of feedback regarding noise
impacts staff received prior demonstrated the effectiveness of the consensus-building
efforts of the Pickleball Stakeholder Group. The Parks, Recreation, and Community
Resources Advisory Commission received and filed the report.
Since the staff’s report at the November 2, 2021 meeting, staff received feedback from
members of the pickleball community demonstrating its dissatisfaction with the limited
court use hours and the two temporarily closed pickleball courts. Staff continues to receive
reports from one nearby resident regarding the pickleball courts being used outside of the
adopted court use hours. Residents are encouraged to report incidents so they can be
tracked and enforced. Staff has not directly received any additional feedback or concern
about noise impacts.
Additionally, members of the pickleball community expressed how difficult it is to secure
play time at the two open courts. The courts are available for reservation by residents
who obtain a pickleball membership at an annual rate, and reserved hours incur an hourly
use fee. Without a reservation, the courts are available on a drop-in basis, free of charge.
However, the courts are reserved 98 percent of the time, and obtaining a reservation is
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City of Hermosa Beach | Page 4 of 14
very difficult due to the high demand. There are currently 271 members of the Hermosa
Beach Pickleball Membership Program.
Current Conditions
The Kelly Courts, including pickleball, tennis, and basketball facilities, are currently worn,
outdated, and do not meet recreational standards. Specific issues include:
Dimensional noncompliance: Current layouts do not meet standards by USA
Pickleball or the American Institute of Architects.
Surface degradation:
o Pickleball courts last resurfaced in 2017 (recommended every 5 years)
o Tennis court last resurfaced in 2016 (recommended every 4–8 years)
o Basketball court last resurfaced in 2018 (recommended every 5 years)
Two pickleball courts remain closed due to safety concerns.
CIP 619–Kelly Court Improvements
In the Summer of 2020, two of the four pickleball courts were temporarily closed and
fenced off due to safety concerns. To address the concerns, staff recommended CIP 619,
Kelly Court Pickleball Resurfacing, to City Council at the Fiscal Year 2022–23 CIP Study
Session on April 21, 2022. The project would include resurfacing and a design to
determine the feasibility of reopening the two temporarily closed courts through
reconfiguration. At its June 29, 2021 meeting, City Council approved the CIP as part of
the FY 2022–23 Adopted Budget and CIP.
The project scope includes:
Resurfacing and restriping all courts;
Replacing failing walls and fencing;
Installing noise-reducing windscreens;
Upgrading lighting to meet current standards;
Replacing basketball infrastructure; and
Constructing an ADA-compliant path from the adjacent lot.
The completed project would provide a revitalized recreational hub with four pickleball
courts, one tennis court, and two basketball courts—safe, accessible, and compliant with
modern standards.
CIP 619 Workshopping
Staff annually provides the Parks, Recreation, and Community Resources Advisory
Commission with an overview of established CIPs related to the purview of the
Commission and the Community Resources Department before the upcoming budget is
adopted. At its April 17, 2023 meeting, the Parks, Recreation, and Community Resources
Advisory Commission provided input that it deemed the CIP 619–Kelly Court Pickleball
Resurfacing a high-priority project.
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City of Hermosa Beach | Page 5 of 14
Over time, the usage and exposure to environmental elements at not only the Kelly
Pickleball Courts, but the adjacent tennis court and basketballs led to noticeable wear
and tear on all the court surfaces and fencing. As part of the preliminary design for CIP
619, Kelly Court Pickleball Resurfacing, staff also identified other dimensional constraints
within the facility that need to be resolved to alleviate safety concerns, as well as lighting
improvements to current standards, deferred maintenance needs, and compliance with
current accessibility requirements. Staff presented to City Council a revised scope of work
at its FY 2023–24 CIP Study Session on April 20, 2023, for CIP 619 to include the
resurfacing and reconfiguration of all courts amongst several other upgrades. At its June
13, 2023 meeting, City Council approved the revised scope of work for the CIP, now titled
CIP 619–Kelly Court Improvements. The project was further described at the April 18,
2024, CIP Study Session including the detailed timeline for the final design phase planned
for completion and the project advertised for construction in FY 2024–25 as part of the
Tentative Estimated CIP Schedule (Attachment 2).
At its November 12, 2024 meeting, City Council approved and adopted the 2024 Parks
Master Plan which underwent a robust community engagement process, including
participation by a Parks Master Plan Subcommittee consisting of four Commissioners,
two from the Parks, Recreation, and Community Resources Advisory Commission and
two from the Public Works Commission, community meetings, and a Joint Commission
meeting held on October 29, 2024. The Parks Master Plan highlighted the growing
demand for pickleball and the desire for additional facilities, while also acknowledging
concern about noise and the need to balance the schedule for open play, reservations,
and programming. As part of the process, staff highlighted efforts to advance CIP 619–
Kelly Court Improvement that would restore the use of all four courts as part of overall
necessary improvements to the larger Kelly Courts facility.
Public Works dedicated engineering staff, in coordination with Community Resources,
worked to complete the final design of the CIP in December 2024 and advertised the
project for construction on December 12, 2024. On January 21, 2024, the City received
bids from six contractors, and then staff worked to review the bids and make a
recommendation to City Council.
At the February 25, 2025 City Council meeting, staff requested approval to award a
construction contract for CIP 619–Kelly Court Improvements, which would allow the City
to re-open the two temporarily closed pickleball courts following the completion of the
project.
City Council did not approve the award of the construction contract, rejecting all bids, and
directed staff to provide an additional opportunity to the Parks, Recreation, and
Community Resources Advisory Commission and Public Works Commission to review
the project and provide feedback. Should Council direct staff to advance the designed
improvements, staff would be required to readvertise the project.
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City of Hermosa Beach | Page 6 of 14
At the April 1, 2025 Parks, Recreation, and Community Resources Advisory Commission
meeting, staff presented a report for CIP 619–Kelly Court Improvements for the
Commission to review the project and provide feedback. The Commission unanimously
agreed to move forward with the CIP 619–Kelly Court Improvements Project, as well as
recommend to reconvene the Pickleball Stakeholders Focus Group to discuss viable
solutions to limit noise impacts to the nearby residents while providing use of the pickleball
courts during preferred times by the pickleball community, such that the Public Works
Commission and City Council recommend the project be readvertised for construction
and moves forward with the project as designed.
At its April 9, 2025 meeting, the Public Works Commission received a staff presentation
on Capital Improvement Project (CIP) 619–Kelly Court Improvements. Staff informed the
Commission of the outcome of the April 1, 2025, Parks, Recreation, and Community
Resources Advisory Commission meeting, during which that Public Works Commission
unanimously supported moving forward with the project.
During the discussion, the Public Works Commission thoroughly reviewed the proposed
project plans, with particular attention to compliance with applicable standards,
opportunities for improved acoustics, and the history of previous meetings held with both
the Parks, Recreation, and Community Resources Advisory Commission and City
Council. The Public Works Commission acknowledged that the project improvements
were designed to meet regulatory requirements, reflected the findings of prior sound
studies and research on soundproofing materials, and were subject to multiple rounds of
review and public discussion throughout the design phase. Following deliberation, the
Public Works Commission voted unanimously to recommend moving forward with CIP
619–Kelly Court Improvements.
Past Commission and Council Actions
Meeting Date Description
December 2, 2014
Staff presented to the Parks, Recreation, and Community
Resources Advisory Commission three resident requests to
convert the two Kelly Tennis Courts into dual-use courts
allowing for tennis and pickleball play. The commission
requested staff to advance consideration of the request
through a public hearing at a future meeting.
February 3, 2015
The Parks, Recreation, and Community Resources Advisory
Commission, through a public hearing, requested staff
researching alternate locations for dual-use tennis and
pickleball courts and return to the Commission through a
public hearing to present its findings.
August 2, 2016
Staff presented to the Parks, Recreation, and Community
Resources Advisory Commission two new resident requests
to convert only one Kelly Tennis Court into a dual-use tennis
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City of Hermosa Beach | Page 7 of 14
Meeting Date Description
and pickleball court. The Commission requested staff to
return with the request through a public hearing at a future
meeting.
November 1, 2016
Through a public hearing, staff presented their findings to the
Parks, Recreation, and Community Resources Advisory
Commission on an alternate location that may be considered
for dual-use tennis and pickleball courts, the Edith Roadway
Park outdoor basketball court. However, the alternate
location was not supported by the pickleball community due
to the basketball court’s surfacing and concern about the
distance between the court’s poles and the play area needed
for pickleball. The Commission recommended City Council
approve converting one of the Kelly Tennis Courts into a dual-
use tennis and pickleball court.
January 3, 2017
Through a public hearing, staff presented to the Parks,
Recreation, and Community Resources Advisory
Commission a revised request from the residents who had
recently requested converting one Kelly Tennis Court into a
dual-use tennis and pickleball court. The revised request was
to convert one of the Kelly Tennis Courts for pickleball play
only, allowing four pickleball courts. The Commission
requested staff research and provided a recommendation on
which location would be most ideal to convert a tennis court
into four pickleball courts, the Kelly Tennis Courts or
Community Center Tennis Courts.
February 7, 2017
Staff presented their findings to the Parks, Recreation, and
Community Resources Advisory Commission on which
location would be most ideal to convert a tennis court into
four pickleball courts, the Kelly Tennis Courts or Community
Center Tennis Courts. Staff determined the Community
Center Tennis Courts had a higher usage rate and that
distance from the nearest residence at the Kelly Tennis
Courts was further, and likely any noise impacts would be
greater at the Community Center Tennis Courts if one of the
tennis courts were converted to a pickleball court. The
Commission requested staff return with a public hearing for
the Commission to consider a recommendation to City
Council to convert the West Kelly Tennis Court to four
pickleball courts.
March 7, 2017 Through a public hearing, the Parks, Recreation, and
Community Resources Advisory Commission recommended
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City of Hermosa Beach | Page 8 of 14
Meeting Date Description
the City Council approve converting the West Kelly Tennis
Court to four pickleball courts.
March 28, 2017 City Council approved the Commission’s recommendation.
January 2, 2018
Staff presented an update to the Commission on the usage
of Kelly Pickleball Courts and the noise impacts on nearby
residents. The Commission requested staff return to a future
meeting to further discuss the noise impacts.
June 5, 2018
Staff recommended the Parks, Recreation, and Community
Resources Advisory Commission receive, and file
information related to the noise impacts on nearby residents,
which included:
A summary of the feedback received from the nearby
residents;
Effectiveness of previously installed windscreens
dampening the noise from the courts;
Types of equipment and different levels of noise
produced from each type; and
Possible noise-dampening products that could be
installed along the fences to help absorb the sound.
The Commission requested staff return to the Commission
with a draft Pickleball Court Use Policy for review and
approval.
August 7, 2018
Staff presented a draft Pickleball Court Use Policy to the
Parks, Recreation, and Community Resources Advisory
Commission for review and approval that included policy
items regarding preferred noise-dampening balls and
paddles for pickleball play and court etiquette. The
Commission approved the Pickleball Court Use Policy.
October 2, 2018
Staff presented possible mitigation solutions to the Parks,
Recreation, and Community Resources Advisory
Commission, including:
Performing a sound study;
Installation of a noise-dampening product along the
fences to help absorb the sound; or
Revision of the Pickleball Court Use Policy with an
approved equipment list and limiting court use hours.
The Commission requested staff return at a future meeting
with a recommendation to limit the hours of pickleball play
and allocate funds for a sound study of the Kelly Pickleball
Courts.
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City of Hermosa Beach | Page 9 of 14
Meeting Date Description
February 5, 2019
The Parks, Recreation, and Community Resources Advisory
Commission approved staff recommendation to temporarily
reduce the hours of the Kelly Tennis and Pickleball Courts to
9:00 am through 9:00 p.m. daily to reduce noise impacts on
nearby residents. The hours were previously 8:00 a.m.
through 10:00 p.m. daily.
August 6, 2019
Acoustic Group, Inc (AGI) presented a sound study to the
Parks, Recreation, and Community Resources Advisory
Commission completed on April 11, 2019, with two
recommendations for noise-dampening solutions:
The installation of a 12-foot-high wall made of
concrete block, plexiglass, or acoustic blankets, on
the north and east sides of the existing pickleball and
tennis courts; or
The installation of a 12-foot-high noise-dampening
product on all exterior fences surrounding the Kelly
Tennis and Pickleball Courts.
The Commission received and filed the sound study and
requested AGI return to the Commission with a presentation
on the costs for the recommended options.
December 3, 2019
Staff recommended the Parks, Recreation, and Community
Resources Advisory Commission:
Review the revised sound study from AGI, including
costs associated with the two recommendations for
noise-dampening products; and
Maintain the current hours of operations for the Kelly
Tennis and Pickleball Courts until a formal decision
has been made regarding the noise mitigation
options.
The Commission requested staff work alongside the since
retired Department Use Policies Subcommittee (DUPS) to
consider a recommendation on the noise-dampening
products and limit the court use hours and return to the
Commission with a formal recommendation at a future
meeting.
July 7, 2020
Staff recommended the Parks, Recreation, and Community
Resources Advisory Commission approve:
a temporary Pickleball Membership Program open to
residents, with an annual membership fee, allowing
residents to make reservations at an hourly cost; and
limiting the use hours to:
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City of Hermosa Beach | Page 10 of 14
Meeting Date Description
o Sunday and Monday: closed;
o Tuesday to Thursday: 9:00 a.m. – 1:00 p.m.,
and
o Friday and Saturday: 10:00 a.m. – 6:00 p.m.
The recommendation came as a result of a Safer at Home
Order for Los Angeles County due to COVID-19 the Kelly
Courts were closed on March 16, 2020. On May 13, 2020, a
revised order was issued allowing for the reopening of the
courts. These times were determined to provide the nearby
residents, many of whom were working from home during
Los Angeles County’s Safer at Home Orders, relief in the
afternoons and later evenings as well as two days free from
noise emanating from pickleball play. The Commission
approved the recommendation.
June 2, 2021
Staff and DUPS recommended the Parks, Recreation, and
Community Resources Advisory Commission recommend to
City Council the approval of updated use policies and hours
for the Kelly Pickleball Courts, formed with the Pickleball
Stakeholders Focus Group consisting of representatives
from the local neighborhood and pickleball community. The
Commission recommended City Council approval of the
updated use policies and hours with slight revisions.
July 13, 2021
The City Council approved the Parks, Recreation, and
Community Resources Advisory Commission’s
recommendation on the updated use policies with revisions
to the hours.
November 2, 2021
Staff presented a report to the Parks, Recreation, and
Community Resources Advisory Commission on the
effectiveness of the adopted use policies and hours.
April 21, 2022
Staff recommended CIP 619–Kelly Court Pickleball
Resurfacing to City Council.
June 14, 2022
City Council approved CIP 619–Kelly Court Pickleball
Resurfacing as part of the FY 2022–23 Adopted Budget and
CIP.
April 17, 2023
The Parks, Recreation, and Community Resources Advisory
Commission provided input that it deemed the CIP 619–Kelly
Court Pickleball Resurfacing a high-priority project.
April 20, 2023
Staff proposed a revised scope of work for CIP 619–Kelly
Court Pickleball Resurfacing to City Council.
June 13, 2023
City Council approved CIP 619–Kelly Court Improvements
as part of the FY 2023–24 Adopted Budget and CIP.
Page 235 of 324
City of Hermosa Beach | Page 11 of 14
Meeting Date Description
April 18, 2024
City Council provided input on the FY 24–25 CIP including
the Estimated CIP Project Schedule that detailed the
conclusion of the final design for CIP 619–Kelly Court
Improvements and advertisement of construction within FY
24–25. The CIP presentation also detailed plans to renovate
Kelly Courts.
October 29, 2024 Joint Commission Parks Master Plan 2024 Study Session.
November 12, 2024
City Council Approved and Adopted the 2024 Parks Master
Plan.
February 25, 2025
City Council did not approve the award of a construction
contract for CIP 619–Kelly Court Improvements, rejecting all
bids, and directed staff to have the Parks, Recreation, and
Community Resources Advisory Commission and Public
Works Commission review the project and provide feedback.
April 1, 2025
Staff presented a report to the Parks, Recreation, and
Community Resources Advisory Commission to review CIP
619 and provide feedback. Commission approved to
recommend Council to advance CIP 619.
April 9, 2025
Staff presented a report to the Public Works Commission to
review CIP 619 and provide feedback. Commission
approved recommend Council to advance CIP 619.
Discussion:
CIP 619–Kelly Court Improvements would include:
Restriping of the pickleball, tennis, and basketball courts to meet standards for
each court’s layout and dimensions recommended by the USA Pickleball
Association and American Institute of Architects (AIA) for recreational play.
o The current sizes and layout of all the courts do not meet such standards.
Resurfacing of all courts:
o Resurfacing the pickleball, tennis, and basketball courts is overdue.
o The pickleball courts have not been resurfaced since they were
converted from a tennis court in 2017. Resurfacing the outdoor
pickleball courts should be considered every five years.
o The tennis court has not been resurfaced since 2016. Resurfacing
outdoor tennis courts should be considered every four to eight years.
o The basketball court has not been resurfaced since 2018.
Resurfacing of outdoor basketball courts should be considered every
five years.
Wall replacement west of the pickleball and tennis courts
New interior fencing
New vinyl-coated mesh fabric for all fencing.
Page 236 of 324
City of Hermosa Beach | Page 12 of 14
New windscreens
Enhancements to the court lighting system for the pickleball and tennis courts to
ensure compliance with current standards
New basketball posts with safety pole pads, nets, and backboards
New ADA-compliant concrete walkway from the adjacent parking lot to the west
side of the courts
Attachment 2 is the final design plans completed for CIP 619–Kelly Court Improvements.
These improvements would allow the City to revitalize the Kelly Courts, addressing
dimensional constraints within the facility that need to be resolved to alleviate safety
concerns, address resurfacing needs, and advance other improvements. The
improvements would bring the facility up to current standards and compliance, while also
enhancing its users’ experience by providing premier recreation facilities: four pickleball
courts, one tennis court, and two basketball courts.
Concerns of Not Proceeding with CIP–619:
Extended closure of two pickleball courts, further limiting access for the 271+
members of the City’s Pickleball Membership Program.
Continued safety hazards due to poor site conditions and noncompliant layouts.
Escalating costs if resurfacing and repairs are deferred further.
Lost investment in design and bid preparation—approximately $250,000 to date.
Increased community dissatisfaction from both the pickleball community (due
to limited play options) and nearby residents (if unauthorized or unregulated use
continues).
Misalignment with adopted plans, including the 2024 Parks Master Plan and
goals of PLAN Hermosa.
To provide notice of this meeting to the pickleball community and neighboring residents,
on Wednesday, March 26, staff posted signage informing the users of the Kelly Courts
that this item would be included on this agenda. Additionally, notice was provided to the
former Pickleball Stakeholder Group, pickleball members, and the residents who reported
the use of the pickleball courts after hours via e-mail.
General Plan Consistency:
PLAN Hermosa, the City’s General Plan, was adopted by the City Council in August 2017.
The Kelly Courts Improvement Project supports several PLAN Hermosa goals and
policies that are listed below.
Parks + Open Space Element
Goal 1. First Class, well maintained, and safe recreational facilities, parks, and open
spaces.
Page 237 of 324
City of Hermosa Beach | Page 13 of 14
Policies:
1.1 Facility upgrades. Improve and update park and open space facilities on a
regular basis.
1.2: Lighting and visibility. Provide appropriate lighting and visibility within park
facilities while avoiding adverse impacts to adjacent properties.
1.4 Low Maintenance Design. Promote environmentally sustainable and low
maintenance design principles in the renovation, addition, or maintenance of
parks and recreation facilities.
Goal 2. Abundant parks, open space, and recreational facilities to serve the
community.
Policy:
1.1 Investment and maintenance. Prioritize the investment and maintenance of
existing facilities prior to development and expansion of new facilities.
Goal 3. Community parks and facilities encourage social activity and interaction.
Policy:
3.2 Social and cultural events. Design and program parks and open space to
accommodate unique social and cultural events to foster connectedness and
interaction.
Goal 4. Direct and accessible routes and connections to parks, recreational
facilities, and open space are provided.
Policies:
4.2 Enhanced access points. Increase and enhance access to parks and open
space, particularly across major thoroughfares, as well as access points that
promote physical activity such as pedestrian- and bike-oriented access points.
4.4 ADA accessible park access. Install ADA and universally accessible
amenities and equipment so that all parks, beaches, and trail networks are
accessible to all persons.
Goal 5. Scenic vistas, viewpoints, and resources are maintained or enhanced.
Policy:
5.5 Landscape design. Consider public access to public views and vistas and
encourage landscape design that protects or enhances those views.
Infrastructure Element
Goal 1. Infrastructure systems are functional, safe, and well maintained.
Policy:
1.8 Minimize recurring repairs. Ensure that recurring repairs to City facilities are
minimized by investing in low maintenance materials and performing preventive
procedures where available.
Page 238 of 324
City of Hermosa Beach | Page 14 of 14
Fiscal Impact:
There is no fiscal impact associated with the recommended actions as the project would
return to City Council for consideration of contract award.
The CIP 619–Kelly Court Improvements is currently budgeted in the FY 2024–25 Adopted
Budget funded at the 122 Tyco Fund for $250,000, the 125 Park/Rec Facility Tax Fund
for $310,000 and the 301 Capital Improvement Fund for $662,769 with a combined
budget of $1,222,769.
Staff estimates the resources dedicated to the development of the design totals
approximately $250,000 spent at the time of this report on CIP 619–Kelly Court
Improvements. Estimates include a design professional, engineering staff time, review of
the design, preparation of the notice inviting bids for construction of the project, review of
the bids, legal review and drafting of the construction contract with the recommended
bidder for City Council review.
The recommended contract award of approximately $797,766 at the February 25, 2025
City Council meeting was within the available funding for the project identified in the FY
2024–25 budget. However, the project would need to be readvertised for construction
should City Council direct staff to move forward with the project as designed. The
rebidding process may yield different pricing, contingent on market conditions at the time
of advertisement.
Attachments:
1. Kelly Pickleball and Tennis Courts Use Policy
2. CIP 619–Kelly Court Improvements Project Plans
Respectfully Submitted by: Joe SanClemente, Public Works Director
Concur: Lisa Nichols, Community Resources Director
Noted for Fiscal Impact: Brandon Walker, Administrative Services Director
Legal Review: Patrick Donegan, City Attorney
Approved: Suja Lowenthal, City Manager
Page 239 of 324
Page 1 of 2
KELLY PICKLEBALL AND TENNIS COURTS USE POLICY
City of Hermosa Beach • Community Resources Department 710 Pier Avenue, Hermosa Beach, CA 90254
(310) 318-0280 hbconnect@hermosabeach.gov PICKLEBALL COURTS
The Pickleball Courts are available to the public with the purpose of balancing both recreational and instructional play. RULES AND REGULATIONS
1. Hours of operation: Tuesday from 9:00am-9:00pm, Wednesday from 9:00am-4:00pm, Thursday from 9:00am-9:00pm, Friday from 9:00am-4:00pm and Saturday from 9:00am-4:00pm. The courts are closed on Sunday and
Monday.
2. Only traditional pickleball play is permitted unless otherwise approved by the Community Resources
Department. 3. City-sponsored activities have priority over all reservations on all courts.
4. All classes, tournaments, instruction and organized activity of any kind must be approved by the Community
Resources Department.
5. Courts 1 and 2 remain open for reservations and walk-on play. Courts 3 and 4 are closed. 6. Reservations may be made by Hermosa Beach residents only.
7. Reserved times are posted on each court and are updated on a daily basis.
8. Without a reservation, courts are available on a first-come, first-served basis and free of charge. 9. Singles and doubles play is permitted. 10. A maximum of one-hour play is allowed on heavy traffic days and when others are waiting to play.
11. Minors must always be accompanied by a parent/guardian.
12. Pickleball etiquette shall always prevail. 13. Only approved equipment outlined in the Kelly Courts Use Policy is allowed.
14. Tennis shoes must be worn while on the courts. No black sole shoes are permitted.
15. No food or glass containers allowed inside the court area.
16. No chalk or paint is to be used on the courts. 17. Pets are not permitted in the court areas at any time.
18. Report any court damage or vandalism to the Community Resources Department immediately.
19. Play at your own risk.
ETIQUETTE
• Players of all levels are welcome.
• USA Pickleball Association official rules shall govern play.
• When serving, players should call the score. This lets the receiver know the player is ready to serve and helps all players keep track of the score.
• All players are required to leave the court after one hour’s worth of play, allowing the next players their turn to
play.
• When leaving the court, players must be courteous to others still playing and wait until their point is over before walking around nearby courts.
• Each player should be ready and available to enter the court when it is their turn to play.
• Players must not use offensive language while using the courts. EQUIPMENT
• Only paddles with a polypropylene or composite core and a fiberglass, graphite or composite face are
permitted for use. No wood or aluminum paddles may be used.
• Balls made of foam are encouraged for use during casual games, drills, or practice. The use of Dura Fast pickleballs is not permitted.
RESERVATIONS
• Residents must purchase an annual Pickleball Membership in order to make reservations.
• Pickleball Memberships can be purchased through the Community Resources Department, Monday-Thursday
from 7:00am-6:00pm. Pickleball Membership Applications may be submitted in person or electronically by e-
mail to hbconnect@hermosabeach.gov. Proof of residency is required and may be provided with a photo I.D.
with the current Hermosa Beach address. If the photo I.D. does not include the current Hermosa Beach
address, a utility bill dated within the last 30 days will also be required.
• Reservations are given on a first-come, first-serve basis and can be made at least one day prior but not more
than four (4) days in advance for two (2) hours maximum per day. The online reservation system will open at 7:00am on the first accepted advance day.
• Reservations can be made by e-mail to hbconnect@hermosabeach.gov during office hours; Monday-Thursday
from 7:00am-6:00pm or through the online reservation system 24 hours a day, seven days a week.
• Payment is due at the time a reservation is made.
• Reservations can only be modified on the same day they are made and modifications can only be made
during office hours; Monday-Thursday from 7:00am-6:00pm by e-mail to hbconnect@hermosabeach.gov.
• Refunds will only be granted for inclement weather. Members are responsible for notifying the office of
cancellations due to weather conditions within 24 hours of the cancelled date.
Page 240 of 324
Page 2 of 2
TENNIS COURT
The Tennis Court is available to the public for recreational play only.
RULES AND REGULATIONS
1. Hours of operation: Sunday to Monday, from 9:00am-9:00pm. You can access the court from Valley Drive or by
entering the basketball courts. Entry from pickleball court will be locked. 2. Only traditional tennis play is permitted unless otherwise approved by the Community Resources Department.
3. City-sponsored activities have priority over all reservations on all courts.
4. All classes, tournaments, instruction and organized activity of any kind must be approved by the Community
Resources Department. 5. Courts are available on a first-come, first-served basis and free of charge.
6. Singles and doubles play is permitted.
7. Minors must always be accompanied by a parent/guardian. 8. Tennis etiquette shall always prevail. 9. Tennis shoes must be worn while on the courts. No black sole shoes are permitted.
10. No food or glass containers allowed inside the court area.
11. No chalk or paint is to be used on the courts. 12. Pets are not permitted in the court areas at any time.
13. Report any court damage or vandalism to the Community Resources Department immediately.
14. Play at your own risk.
Page 241 of 324
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Page 242 of 324
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xxxx xx xx xx xx xx xx xx xx xx xx xx xx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xx xxxxxxxxxxxxxxxxxxxx0'SCALE:1" = 10'5102040C I T Y OF HERMOSA BEACH, CA1907NxxxxEBWMBASIS OF BEARINGTHE BASIS OF BEARING FOR THIS SURVEY IS THECALIFORNIA COORDINATE SYSTEM, ZONE 5, NAD83 EPOCH 2017.50 AS DERIVED FROM GEODETICVALUES PUBLISHED BY CALIFORNIA SPATIALREFERENCE CENTER.BENCHMARKL&TAG RCE#30826 TOP/CB OF PLANTER @ LT STD17FT S/O N'LY CB PIER AVE & 38FT W'LY/O C/LVALLEY DRELEV = 53.994 NAVD 88ICBUnderground Service Alertof Southern CaliforniaKnow what'sbelow.before you dig.CallR95% CD - NOT FOR CONSTRUCTIONBKF ENGINEERS4675 MACARTHUR CT.SUITE 400NEWPORT BEACH, CA 92660(949) 526-8460www.bkf.com12/10/2412/10/24Page 246 of 324
EBxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xx xx xx xx xx xxxxxxxxxxxxxxxxxxxx
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x
xx xx xx xx xx xx xx xx xx xx xx xx xx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxx0'SCALE:1" = 10'5102040C I T Y OF HERMOSA BEACH, CA1907NUnderground Service Alertof Southern CaliforniaKnow what'sbelow.before you dig.CallR95% CD - NOT FOR CONSTRUCTIONBKF ENGINEERS4675 MACARTHUR CT.SUITE 400NEWPORT BEACH, CA 92660(949) 526-8460www.bkf.com12/10/2412/10/24Page 247 of 324
EBxxxxxxxxxxxxxxxxxxxxxxxxxxxxICBICBxxxxxxxxxxxxxxxxxxxxxxxxxxx
x
xxxx xx xx xx xx xx xx xx xx xx xx xx xx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xx xxxxxxxxxxxxxxxxxxxx0'SCALE:1" = 10'5102040C I T Y OF HERMOSA BEACH, CA1907NUnderground Service Alertof Southern CaliforniaKnow what'sbelow.before you dig.CallR95% CD - NOT FOR CONSTRUCTIONBKF ENGINEERS4675 MACARTHUR CT.SUITE 400NEWPORT BEACH, CA 92660(949) 526-8460www.bkf.com12/10/2412/10/24Page 248 of 324
EBxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xx xx xx xx xx xxxxxxxxxxxxxxxx
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x
xx xx xx xx xx xx xx xx xx xx xx xx xx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxx0'SCALE:1" = 10'5102040C I T Y OF HERMOSA BEACH, CA1907NUnderground Service Alertof Southern CaliforniaKnow what'sbelow.before you dig.CallRBKF ENGINEERS4675 MACARTHUR CT.SUITE 400NEWPORT BEACH, CA 92660(949) 526-8460www.bkf.com12/10/2412/10/24Page 249 of 324
EBICBICBxxxxxxxxxxxxxxxxxxxxxxxxxxx
x
xxxx xx xx xx xx xx xx xx xx xx xx xx xx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xx xxxxxxxxxxxxxxxxxx0'SCALE:1" = 10'5102040C I T Y OF HERMOSA BEACH, CA1907NUnderground Service Alertof Southern CaliforniaKnow what'sbelow.before you dig.CallRBKF ENGINEERS4675 MACARTHUR CT.SUITE 400NEWPORT BEACH, CA 92660(949) 526-8460www.bkf.com12/10/2412/10/24Page 250 of 324
EBxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xx xx xx xx xx xxxxxxxxxxxxxxxx
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xxxx xx xx xx xx xx xx xx xx xx xx xx xx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxx0'SCALE:1" = 10'5102040C I T Y OF HERMOSA BEACH, CA1907NUnderground Service Alertof Southern CaliforniaKnow what'sbelow.before you dig.CallR95% CD - NOT FOR CONSTRUCTIONBKF ENGINEERS4675 MACARTHUR CT.SUITE 400NEWPORT BEACH, CA 92660(949) 526-8460www.bkf.com12/10/2412/10/24Page 251 of 324
EBWMWMWMICBICBWMxxxxxxxxxxxxxxxxxxxxxxxxxxx
x
xxxx xx xx xx xx xx xx xx xx xx xx xx xx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xx xxxxxxxxxxxxxxxxxx0'SCALE:1" = 10'5102040C I T Y OF HERMOSA BEACH, CA1907NUnderground Service Alertof Southern CaliforniaKnow what'sbelow.before you dig.CallR95% CD - NOT FOR CONSTRUCTIONBKF ENGINEERS4675 MACARTHUR CT.SUITE 400NEWPORT BEACH, CA 92660(949) 526-8460www.bkf.com12/10/2412/10/24Page 252 of 324
EBxxxxxxxxxxxxxxxx xx xx xxxxxxxx
xxxxxxxxxxxxx
x
xx xx xx xx xx xx xxxxxxxxxxxxxxxx xxxxxxxxxxxx0'SCALE:1" = 20'10204080C I T Y OF HERMOSA BEACH, CA1907NUnderground Service Alertof Southern CaliforniaKnow what'sbelow.before you dig.CallR95% CD - NOT FOR CONSTRUCTIONBKF ENGINEERS4675 MACARTHUR CT.SUITE 400NEWPORT BEACH, CA 92660(949) 526-8460www.bkf.com12/10/2412/10/24Page 253 of 324
xxxxxxxxxxxxxxUnderground Service Alertof Southern CaliforniaKnow what'sbelow.before you dig.CallR95% CD - NOT FOR CONSTRUCTIONBKF ENGINEERS4675 MACARTHUR CT.SUITE 400NEWPORT BEACH, CA 92660(949) 526-8460www.bkf.com12/10/2412/10/24Page 254 of 324
SECTIONPROFILEINTERNATIONAL SYMBOL OF ACCESSIBILITY STALL EMBLEMRAISED TRUNCATED DOME RAISED TRUNCATED DOME PATTERNWHEEL STOPACCESSIBLE PARKING SIGNUnderground Service Alertof Southern CaliforniaKnow what'sbelow.before you dig.CallR95% CD - NOT FOR CONSTRUCTIONBKF ENGINEERS4675 MACARTHUR CT.SUITE 400NEWPORT BEACH, CA 92660(949) 526-8460www.bkf.com12/10/2412/10/24Page 255 of 324
Underground Service Alertof Southern CaliforniaKnow what'sbelow.before you dig.CallR95% CD - NOT FOR CONSTRUCTIONBKF ENGINEERS4675 MACARTHUR CT.SUITE 400NEWPORT BEACH, CA 92660(949) 526-8460www.bkf.com12/10/2412/10/24Page 256 of 324
EB
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxx xx xx xx xx xx xx xx xx xx xx xx xx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxU. S. A. 9 2 6 6 0
N EWP O R T B EA C H, CA
202 50 SW AC ACIA ST, STE 260
P H : 7 1 4 .7 5 4 .7 3 1 1
N EWP O R T B EA C H, CA
202 50 SW AC ACIA ST, STE 260
P H : 7 1 4 .7 5 4 .7 3 1 1
U. S. A. 9 2 6 6 0
Underground Service Alert
of Southern California
Know what'sbelow.
before you dig.Call
R CITY OF H E R M O S A B
E
A
CH, CA1 9 0 7N
0'
SCALE:
0'
SCALE:1" = 10'
5'10'20'40'
CONSTRUCTION LEGEND
10' HIGH BLACK VINYL COATED CHAINLINK FENCE - REFER TO DETAIL '1', SHEET LC-44
4' HIGH BLACK VINYL COATED CHAINLINK FENCE - REFER TO DETAIL '2', SHEET LC-45
BLACK VINYL COATED CHAINLINK FENCE SINGLE SWING GATE - REFER TO DETAIL
1, SHEET LC-3
6
BLACK VINYL COATED CHAINLINK FENCE DOUBLE SWING GATE - REFER TO
DETAIL 1 , SHEET LC-3
7
8
PICKELBALL COURT - REFER TO DETAIL 2, SHEET LC-3.
TENNIS COURT - REFER TO DETAIL 1, SHEET LC-2
BASKETBALL COURT - REFER TO DETAIL 2, SHEET LC-2
CURB WITH CHAINLINK FENCE - REFER TO DETAIL '3', SHEET LC-4
1
2
3
1 1
2 3
3
9 EXISTING CHAINLINK FENCE - POST SHALL REMAIN AND BE PROTECTED,
ALL CHAIN LINK FABRIC SHALL BE REMOVED AND DISCARDED IN A LEGAL MANNER,
AND NEW BLACK VINYL CHAINLINK FABRIC WITH A WINDSCREEN SHALL BE
INSTALLED
1.CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT FOR THE
INSTALLATION OF ALL IMPROVEMENTS AS SHOWN ON THE DRAWINGS AND AS
DESCRIBED IN THE SPECIFICATIONS.
2.CONTRACTOR SHALL REVIEW ALL EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BID
AND PRIOR TO COMMENCING INSTALLATION. IF ANY DISCREPANCIES EXIST, THEY
SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CITY'S AUTHORIZED
REPRESENTATIVE.
3.DEVIATIONS BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE
BROUGHT TO THE IMMEDIATE ATTENTION OF THE CITY'S AUTHORIZED REPRESENTATIVE.
4.COSTS INCURRED DUE TO REPAIR, RESTORATION, OR REPLACEMENT OF EXISTING
IMPROVEMENTS WHICH ARE DESIGNATED "TO BE PROTECTED" OR "TO REMAIN" WHICH
ARE DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
5.UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, ALL MATERIALS DESIGNATED
FOR REMOVAL SHALL BE DISPOSED OF OFF-SITE.
6.HARDSCAPE AND STRUCTURAL ELEMENTS SHALL BE PLACED PER GEOTECHNICAL SOILS
REPORT. IF SUCH REPORT IS UNAVAILABLE, CONTRACTOR SHALL DISCUSS PLACEMENT
ON SUITABLE GRADE WITH THE CITY'S AUTHORIZED REPRESENTATIVE.
7.CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND STAKING ALL SEWER, WATER
AND UTILITY LINES ABOVE OR BELOW GRADE THAT MIGHT BE DAMAGED AS A RESULT OF
CONSTRUCTION OPERATIONS. CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR
ANY COST INCURRED FOR REPAIR, RESTORATION, OR REPLACEMENT OF
AFOREMENTIONED UTILITIES DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS.
8.ABANDONED PIPES SHALL BE CAPPED OR PLUGGED IN A MANNER APPROVED BY THE
CITY'S AUTHORIZED REPRESENTATIVE.
9.CONCRETE INDICATED FOR SAWCUTTING AND REMOVAL SHALL BE CUT TO A TRUE LINE
WITH NEATLY SAWED EDGES. IF A SAWCUT IS WITHIN THREE FEET (3') OF AN EXISTING
EXPANSION OR CONTROL JOINT, CONCRETE SHALL BE REMOVED TO THAT NEAREST
JOINT.
10.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, MANUFACTURER'S CUT OR DATA
SHEETS FOR APPROVAL PRIOR TO ORDERING MATERIALS. CONTRACTOR SHALL
FURNISH TO THE CITY'S AUTHORIZED REPRESENTATIVE A CERTIFICATE OF COMPLIANCE
FOR SUCH FURNISHED MATERIALS.
11.UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, MATERIALS TO BE PURCHASED
AND FURNISHED BY THE CONTRACTOR SHALL BE NEW.
12.RECOMMENDATIONS BY A STRUCTURAL ENGINEER SHALL TAKE PRECEDENCE FOR ALL
SOIL CONDITIONS, MATERIALS, REINFORCEMENT, DIMENSIONS, AND SUBBASE.
13.ALL VINYL COATED CHAINLINK FENCE AND GATES SHALL RECEIVE A WINDSCREEN
EXCEPT WHERE NOTED ON PLAN.
CONSTRUCTION NOTES
8
6
6
6
4
7
4
6
14
10
6
10 ELECTRICAL ENCLOSURE SHALL REMAIN AND BE PROTECTED
11 EXISTING LIGHTS - POST WITHIN PLAYING AREAS SHALL RECEIVE A 6 FOOT TALL SAFETY
POLE PAD - SKU: SPP 6FT ROUND - AVAILABLE FROM WILLYGOAT OR APPROVED EQUAL.
DIAMETER SHALL BE DETERMINED PER FIELD VERIFICATION. COLOR SHALL BE
DETERMINED BY CITY AUTHORIZED REPRESENTATIVE. REFER TO DETAIL 4, SHEET LC-4
FOR SPECIFICATION DETAIL.
12 EXISTING WALL TO REMAIN AND BE PROTECTED
13 BASKETBALL COURT LIMIT OF WORK
14
13
15
LIMIT OF WORK LINE111111
11
11 11
1111
6
15
EXISTING GATE SHALL RECEIVE NEW CHAINLINK VINYL COATED FABRIC AND WINDSCREEN
14
14
14
12
12
99 9
99
9
ADA PARKING STALLS - REFER TO CIVIL PLANS
5
9
9
4 NO WINDSCREEN
NEW CONCRETE ADA
CONCRETE PATH AND
RAMP PER CIVIL PLANS
NO WINDSCREEN
NO WINDSCREEN
9
12/10/24
12/10/24
Page 257 of 324
EBxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxEBxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xx xx xx xx xx xx xxxxxxxxxxxxxx
xxxx xx xx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxU. S. A. 9 2 6 6 0
N EWP O R T B EA C H, CA
202 50 SW AC ACIA ST, STE 260
P H : 7 1 4 .7 5 4 .7 3 1 1
N EWP O R T B EA C H, CA
202 50 SW AC ACIA ST, STE 260
P H : 7 1 4 .7 5 4 .7 3 1 1
U. S. A. 9 2 6 6 0
Underground Service Alert
of Southern California
Know what'sbelow.
before you dig.Call
R
TENNIS COURT LAYOUT ENLARGEMENT
SCALE: NTS1BASKETBALL COURT ENLARGEMENT
SCALE: NTS2
1.BASKETBALL BACKBOARD, UPRIGHT, RING & NET SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
EQUIPMENT AVAILABLE FROM COAST RECREATION, INC, 714-619-0100 OR AN APPROVED EQUAL
2.CONTRACTOR SHALL USE SPORTMASTER OR APPROVED EQUAL COLOR COATING SYSTEM TO FILL/PATCH CRACKS,
RESURFACE, AND PAINT BASKETBALL COURTS.
3.CONTRACTOR SHALL PAINT COURT AS SHOWN USING 'SPORTMASTER' PAINT OR APPROVED EQUAL. COLOR OF PAINT
SHALL BE FOREST GREEN AND BLUE. REFER TO PLAN FOR LOCATIONS OF EACH.
4.CONTRACTOR SHALL PAINT LINES WITH 'TEXTURED' WHITE LINE PAINT.
5.PAINTS ARE AVAILABLE FROM SPORT MASTER SPORT SURFACES800-395-7325 OR AN APPROVED EQUAL.
6.CONTRACTOR SHALL PROVIDE COLOR SAMPLES TO ENGINEER FOR REVIEW & APPROVAL PRIOR TO CONSTRUCTION.
ALL WORK PERTAINING TO PAINTING SHALL BE PER MANUFACTURER'S SPECIFICATIONS.
7.ALL EXISTING CONCRETE PAVING SHALL BE RESURFACED AND ALL CRACKS SHALL BE FILLED/PATCHED PER
SPECIFICATIONS. NO PAINT SHALL BE ADDED TO EXISTING CONCRETE OUTSIDE OF BASKETBALL PLAYING SURFACE.
BASKETBALL PLAYING SURFACE SHALL RECEIVE PAINT PER PLAN.
8.EXISTING COURT PAINT AND STRIPING SHALL BE STRIPPED WITH A SANDING/GRINDING OR HYDROBLASTING METHOD.
9.DIMENSIONS AND COLOR NOTED ON EACH COURT ARE A MIRROR IMAGE OF EACH OTHER .
10.EQ. DENOTES EQUAL. CL DENOTES CENTER LINE. TYP DENOTES TYPICAL
11.COURTS ARE DRAWN TO BE HIGH SCHOOL STANDARD, IF ANY DISCREPANCIES SHOULD ARISE, FOLLOW HIGH SCHOOL
BASKETBALL STANDARDS DIMENSIONS.
12.EXISTING BACKBOARD UPRIGHTS AND FOOTINGS SHALL BE REMOVED AS PART OF THE DEMOLITION PROCESS.
CONTRACTOR SHALL BACKFILL AND COMPACT THE VOID TO 95% WITH STRUCTURAL SOIL AND FINISH TO SURFACE PER
DETAIL 2, SHEET C-7.2.
13.CONTRACTOR SHALL PROVIDED LAYOUT DIMENSIONS TO CITY AUTHORIZED REPRESENTATIVE FOR REVIEW AND
APPROVAL PRIOR TO CONSTRUCTION.
CONCRETE PAVING PAINT COLOR SHALL BE: FOREST GREEN
CONCRETE PAVING PAINT COLOR SHALL BE: BLUE
EXISTING CONCRETE PAVING- REFER TO NOTES
PROPOSED 10' HIGH CHAINLINK FENCE - REFER TO DETAIL '1',
SHEET LC-4
FENCE PER LANDSCAPE CONSTRUCTION PLAN SHEET LC-1.
BISON, BASKETBALL PACKAGE MODEL# PR75 OR APPROVED
EQUAL, INSTALL PER MANUFACTURER SPECS, DETAIL, AND
GUILDLINES. PACKAGE INCLUDES POLE, BACKBOARD, RIM.
BASKETBALL NET SHALL BE MODEL BA 50, PREMIUM STEEL
PLAYGROUND SAFETY NET. POLE SHALL RECEIVE POLE
PADDING MODEL # BA700PP COLOR SHALL BE DETERMINED BY
CITY REPRESENTATIVE.
'TEXTURED' WHITE LINE PAINT REFER TO NOTES AND
SPECIFICATIONS
NOTES:1
2
3
4
5
6
7
8
GATE PER LANDSCAPE CONSTRUCTION PLAN SHEET LC-1.9
4
1
33
2
3 3
2 6
2
2
3
4 ℄CONCRETE PAVING PAINT COLOR SHALL BE: FOREST GREEN
CONCRETE PAVING PAINT COLOR SHALL BE: BLUE
EXISTING CONCRETE PAVING- REFER TO NOTES
PROPOSED 10' HIGH CHAINLINK FENCE - REFER TO DETAIL '1', SHEET LC-4
PROPOSED CHAINLINK FENCE SINGLE GATE - REFER TO DETAIL '1', SHEET LC-3
BISON MODEL # TN10 - TENNIS SYSTEM - INCLUDES NET, POSTS, CENTER
STRAP AND ANCHOR INSTALL PER MANUFACTURER DETAILS
'TEXTURED' WHITE LINE PAINT- REFER TO TENNIS COURT PLAYING LINE
LAYOUT PLAN BELOW
1
2
3
4
5
6
7
8
9
10
NOTES:
1.CONCRETE COLOR SHALL BE AS NOTED.
2.TENNIS POST, NET, AND CENTER STRAP ANCHOR SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
2.CONTRACTOR SHALL USE SPORTMASTER OR APPROVED EQUAL COLOR COATING SYSTEM TO FILL/PATCH CRACKS, RESURFACE, AND PAINT TENNIS COURTS.
3.CONTRACTOR SHALL PAINT COURT AS SHOWN USING 'SPORTMASTER' PAINT OR APPROVED EQUAL. COLOR OF PAINT SHALL BE FOREST GREEN AND BLUE. REFER
TO PLAN FOR LOCATIONS OF EACH.
4.CONTRACTOR SHALL PAINT LINES WITH 'TEXTURED' WHITE LINE PAINT.
5.PAINTS ARE AVAILABLE FROM SPORT MASTER SPORT SURFACES 800-395-7325 OR AN APPROVED EQUAL.
6.CONTRACTOR SHALL PROVIDE COLOR SAMPLES TO ENGINEER FOR REVIEW &
APPROVAL PRIOR TO CONSTRUCTION. ALL WORK PERTAINING TO PAINTING SHALL
BE PER MANUFACTURER'S SPECIFICATIONS.
7.EXISTING COURT PAINT AND STRIPING SHALL BE STRIPPED WITH A
SANDING/GRINDING OR HYDROBLASTING METHOD.
8.TENNIS COURT SHALL BE CONSTRUCTED FOR A DOUBLES AND SINGLES COURT.
9.EXISTING TENNIS COURT POST, ANCHORS AND FOOTINGS SHALL BE REMOVED AS
PART OF THE DEMOLITION PROCESS. CONTRACTOR SHALL BACKFILL AND
COMPACT THE VOID TO 95% WITH STRUCTURAL SOIL AND FINISH TO SURFACE PER
DETAIL 2, SHEET C-7.2.
10.CONTRACTOR SHALL PROVIDED LAYOUT DIMENSIONS TO CITY AUTHORIZED
REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
11
CHAINLINK FENCE AND WALL PER LANDSCAPE CONSTRUCTION PLAN SHEET LC-1.
6
8
7
8
10 12
11
13
3
2
4
4
1
12
5
5
12
PROPOSED CHAINLINK FENCE DOUBLE GATE - REFER TO DETAIL '1', SHEET LC-3
CHAINLINK FENCE PER LANDSCAPE CONSTRUCTION PLAN SHEET LC-1.
13
GATE PER LANDSCAPE CONSTRUCTION PLAN SHEET LC-1.
LIGHT POLES SHALL REMAIN AND BE PROTECTED. ALL LIGHT POLES WITHIN THE
BASKETBALL AREA SHALL RECEIVE A PROTECTIVE PAD PER LANDSCAPE
CONSTRUCTION PLAN SHEET LC-1.
3 4
EXPANSION JOINT PER CIVIL PLANS10
9
9
8
8
8
8
8
99
LIGHT POLES SHALL REMAIN AND BE PROTECTED. ALL LIGHT
POLES WITHIN THE BASKETBALL AREA SHALL RECEIVE A
PROTECTIVE PAD PER LANDSCAPE CONSTRUCTION PLAN
SHEET LC-1.
10
7
77
7
4 4
℄
14 REFERENCE LINE ONLY- COURT PLAY AREAS
14
14
14
14
11
1
C IT Y OF H
E
RMOSA BEACH, CA1907
N
5
6
6
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
9
TYP.TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
℄
9
ELECTRICAL CABINET TO REMAIN AND BE PROTECTED
12/10/24
12/10/24
Page 258 of 324
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxU. S. A. 9 2 6 6 0
N EWP O R T B EA C H, CA
202 50 SW AC ACIA ST, STE 260
P H : 7 1 4 .7 5 4 .7 3 1 1
N EWP O R T B EA C H, CA
202 50 SW AC ACIA ST, STE 260
P H : 7 1 4 .7 5 4 .7 3 1 1
U. S. A. 9 2 6 6 0
Underground Service Alert
of Southern California
Know what'sbelow.
before you dig.Call
R
C IT Y OF H
E
RMOSA BEACH, CA1907N
PICKLEBALL COURT
SCALE: NTS2
CONCRETE PAVING PAINT COLOR SHALL BE: FOREST GREEN
CONCRETE PAVING PAINT COLOR SHALL BE: BLUE
EXISTING CONCRETE PAVING- REFER TO NOTES
REFERENCE LINE ONLY- COURT PLAY AREAS
10 FT HIGH CHAINLINK FENCE - REFER TO DETAIL '1', SHEET LC-4
CHAINLINK FENCE GATE SINGLE PEDESTRIAN - REFER TO DETAIL '1', THIS SHEET
BISON MODEL # PK10XL - PICKLEBALL SYSTEM - INCLUDES NET,
POSTS, CENTER STRAP AND ANCHOR
'TEXTURED' WHITE LINE PAINT
1
2
3
4
5
6
7
8
9
CHAINLINK FENCE ON CURB - REFER TO DETAIL '3', SHEET LC-410
4 FT HIGH CHAINLINK FENCE - REFER TO DETAIL '2', SHEET LC-4
NOTES:
1.CONCRETE COLOR SHALL BE AS NOTED.
2.PICKLEBALL POST, NET, AND CENTER STRAP ANCHOR SHALL BE INSTALLED PER MANUFACTURER'S
SPECIFICATIONS.
3.CONTRACTOR SHALL USE SPORTMASTER OR APPROVED EQUAL, COLOR COATING SYSTEM TO FILL/PATCH
CRACKS, RESURFACE, AND PAINT PICKLEBALL COURTS.
4.CONTRACTOR SHALL PAINT COURT AS SHOWN USING 'SPORTMASTER' PAINT OR APPROVED EQUAL. COLOR OF
PAINT SHALL BE FOREST GREEN AND BLUE. REFER TO PLAN FOR LOCATIONS OF EACH.
5.CONTRACTOR SHALL PAINT LINES WITH 'TEXTURED' WHITE LINE PAINT.
6.PAINTS ARE AVAILABLE FROM SPORT MASTER SPORT SURFACES 800-395-7325 OR AN APPROVED EQUAL.
7.CONTRACTOR SHALL PROVIDE COLOR SAMPLES TO ENGINEER FOR REVIEW & APPROVAL PRIOR TO
CONSTRUCTION. ALL WORK PERTAINING TO PAINTING SHALL BE PER MANUFACTURER'S SPECIFICATIONS.
8.CONTRACTOR TO REPLACE/FILL CONCRETE HOLES FROM DEMOLISHED POLES AND CENTER ANCHOR AND TREAT
PER SPORTMASTER SPECIFICATIONS.
9.EXISTING COURT PAINT AND STRIPING SHALL BE STRIPPED WITH A SANDING/GRINDING OR HYDROBLASTING
METHOD.
10.REFER TO CONSTRUCTION PLAN FOR DIRECTION PERTAINING TO FENCE AND GATES
11.EXISTING PICKLEBALL COURT POST, ANCHORS AND FOOTINGS SHALL BE REMOVED AS PART OF THE DEMOLITION
PROCESS. CONTRACTOR SHALL BACKFILL AND COMPACT THE VOID TO 95% WITH STRUCTURAL SOIL AND FINISH
TO SURFACE PER DETAIL 2, SHEET C-7.2 AND SHEET C-7.2.
12.CONTRACTOR SHALL PROVIDE LAYOUT DIMENSIONS TO CITY AUTHORIZED REPRESENTATIVE FOR REVIEW AND
APPROVAL PRIOR TO CONSTRUCTION.
13.EXCEPT WHERE NOTED OTHERWISE, ALL 10' HIGH FENCE SHALL RECEIVE A WINDSCREEN.
58
1
6
6
3
2
4
4
7
10
9
7
EXISTING CHAINLINK FENCE AND WALL11
11
9℄MINIMUM
MINIMUM 10'-0"6'-8"EQ.2"CLR18"
NOTES:
3.
2.
1.5'3"18"5'3"10
9
8
7
4'-0"EQ.4
6
5
3
2
8
LEGEND:
1 POSTS: POSTS 3-1/2 IN. O.D. WITH 18 IN. DIA.
X 5 FT. FOOTINGS. HEIGHT OF POST VARIES
PER CONSTRUCTION AND STAKING PLAN.
GATE FRAMES: TOP, BOTTOM, AND SIDE
MEMBERS 2- 3/8 IN. O.D., MID RAIL 1-5/8" O.D.
MITER GATE FRAME CORNERS WELD AND
GRIND SMOOTH.
FABRIC: 6 GAUGE, 2 IN. MESH, BLACK VINYL
COATED, KNUCKLE TOP AND BOTTOM
HINGES: INDUSTRIAL BULLDOG HINGE
(180°SWING), 2 HINGES PER GATE, ONE AT
TOP AND BOTTOM FOR SINGLE PEDESTRIAN
AND 4 HINGES PER GATE, EQUALLY SPACED
FOR DOUBLE VEHICULAR.
STRETCHER BAR: 3/16 X 3/4 IN. WITH
1/8 X 1 IN. TENSION BANDS AT 12" O.C.
TIE WIRES: 11 GAUGE AT 1'-6" O.C. AT
GATE FRAME TOP, BOTTOM AND MID
RAILS
POST CAPS SHALL BE MALLEABLE
IRON OR PRESSED STEEL.
CAST ALUMINUM FORK WITH
LOCKABLE LATCH.
FINISH SURFACE OR GRADE PER
CONSTRUCTION AND LAYOUT PLANS.
CONTRACTOR SHALL PURCHASE, SUPPLY, AND PROVIDE MASTERLOCK, CHAIN AND
KEYS TO ENGINEER FOR EACH SET OF GATES. LOCKS SHALL BE KEYED FOR SAME KEY.
DOUBLE VEHICULAR GATES SHALL RECEIVE A 5/8" DIA. GALVANIZED DROP ROD WITH
3/4" DIA. SCH. 40 GALVANIZED STEEL SLEEVE CENTERED BETWEEN GATES. SLEEVE
SHALL BE SET INTO 6" SQUARE X 12" DEEP CONCRETE FOOTING FOR ROD.5'3"5'3"18"2"CLR18"
SINGLE PEDESTRIAN GATE
DOUBLE VEHICULAR GATE
TRUSS ROD: 3/8 IN DIA. THREADED AT BOTH
ENDS AND TENSIONED WITH TWO AT 1'-0"
O.C. INDUSTRIAL TRUSS TIGHTENERS
SECURED TO GATE FRAME.
11 UNDISTURBED NATIVE GRADE OR
CERTIFIED COMPACTED SUBGRADE
TO 95% COMPACTION.
1
1
2
34
5
6
7
9
10
11
CHAIN LINK FENCE MATERIALS SHALL CONFORM TO THE CHAINLINK FENCING SECTION
OF SPECIFICATIONS.
4.
ALL METAL HARDWARE SHALL BE GALVANIZED.
8
CONCRETE FOOTINGS SHALL BE ALLOWED TO SET FOR SEVEN DAYS PRIOR TO
INSTALLATION OF GATES.
5.
5"-0"5"-0"
REFER TO SINGLE GATE
ABOVE AND NOTES HEREON
FOR MATERIALS
10'-0"6'-8"EQ.EQ.8' TALL, OPEN MESH WINDSCREEN, 600 SERIES,SHALL BE ATTACHED TO THE INSIDE
FACE OF CHAIN LINK FENCE FABRIC PER MANUFACTURER DETAILS AND
SPECIFICATIONS. COLOR SHALL BE OBSIDIAN BLACK. SCREEN IS AVAILIABLE FROM
FENCE SCREEN AT 808-511-9795, OR AN APPROVED EQUAL.
6.
CHAINLINK GATES
SINGLE AND DOUBLE
SCALE: NTS1
℄
5
55
5
5
7
4' DIMENSION
DENOTES OPEN
GAP BETWEEN
COURTS, BOTH
SIDE
FACE OF CURB
REFERENCE FROM FENCE LINE
ALIGNALIGNNO WINDSCREEN
NO WINDSCREEN
10
12/10/24
12/10/24
Page 259 of 324
U. S. A. 9 2 6 6 0
N EWP O R T B EA C H, CA
202 50 SW AC ACIA ST, STE 260
P H : 7 1 4 .7 5 4 .7 3 1 1
N EWP O R T B EA C H, CA
202 50 SW AC ACIA ST, STE 260
P H : 7 1 4 .7 5 4 .7 3 1 1
U. S. A. 9 2 6 6 0
Underground Service Alert
of Southern California
Know what'sbelow.
before you dig.Call
R
GENERAL CONSTRUCTION DETAIL NOTES
1.THE FOLLOWING NOTES APPLY TO ALL DETAILS AS SHOWN IN THIS SET OF
DOCUMENTS, UNLESS OTHERWISE NOTED.
2.FOR ADDITIONAL INFORMATION REFER TO CONSTRUCTION AND GRADING
NOTES.
3.REFER TO CONSTRUCTION LEGEND FOR INFORMATION RELATIVE TO COLOR,
TYPE AND FINISH.
4.UNLESS OTHERWISE NOTED, NEW FINISH SURFACE SHALL BE FLUSH WITH
ADJACENT EXISTING SURFACES.
5.FINISH GRADE: 1" BELOW FINISH SURFACE ADJACENT TO TURF AND 2" BELOW
ADJACENT TO NON-TURF AREAS.
6.FINAL LOCATION OF CONSTRUCTION ELEMENTS, DRAINAGE DEVICES, SITE
AMENITIES, IRRIGATION EQUIPMENT, AND PLANT MATERIAL MAY REQUIRE
ADJUSTMENT DUE TO FIELD CONDITIONS AND SHALL BE APPROVED PRIOR TO
CONSTRUCTION.
7.CONTRACTOR SHALL VERIFY ALL MATCHING MATERIALS AND COLORS PRIOR
TO PURCHASE AND INSTALLATION. CONTRACTOR SHALL NOTIFY LANDSCAPE
ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION.
10 FT CHAINLINK FENCE
SCALE: NTS
4 FT CHAINLINK FENCE
SCALE: NTS4'1
2
RETAINING CURB WITH FENCE
SCALE: NTS
FENCE POST AND FABRIC
PER DETAIL '1', THIS SHEET
1
2
3
RETAINING CURB PER
CIVIL DRAWINGS
FENCE POST CONCRETE
FOOTING
1
2
3
4 GALVANIZED STEEL
SLEEVE WITH POR-ROK
BACKFILL
4
3
CONCRETE PAVING
EXISTING COURT
SURFACE
6 FT SAFTEY POLE PAD
SCALE: NTS4
1.COLOR SHALL BE
DETERMINED BY A
CITY AUTHORIZED
REPRESENTATIVE.
2.DIAMETER SHALL
BE DETERMINED
BY SIZE OF POLE
PER FIELD
VERIFICATION.
NOTE
1.REFER TO THE CONSTRUCTION PLAN FOR FENCE
LOCATIONS AND LOCATIONS OF WINDSCREEN.
2.PROVIDE KNUCKLE FISH AT TOP AND BOTTOM OF
CHAINLINK FENCE.
NOTE
1.REFER TO THE CONSTRUCTION PLAN FOR FENCE
LOCATIONS AND LOCATIONS OF WINDSCREEN.
2.PROVIDE KNUCKLE FISH AT TOP AND BOTTOM
OF CHAINLINK FENCE.
5' O.C MAX, SPACE EQUALLY 5' O.C MAX, SPACE EQUALLY
10' O.C MAX, SPACE EQUALLY 10' O.C MAX, SPACE EQUALLY
12/10/24
12/10/24
Page 260 of 324
EBxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xx xx xx xx xx xxxxxxxxxxxxxxxx
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
x
xx xx xx xx xx xx xx xx xx xx xx xx xx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xx xxxxxxxxxxxxxxxxxxxxxxxxxxxxUnderground Service Alertof Southern CaliforniaKnow what'sbelow.before you dig.CallRC I T Y OF
H
E
RMOSABEACH,CA1907N0'SCALE:0'SCALE:1" = 10'5' 10'20'40'LIMIT OF WORK LINE
12/10/2412/10/24Page 261 of 324
Underground Service Alertof Southern CaliforniaKnow what'sbelow.before you dig.CallR12/10/2412/10/24Page 262 of 324
Underground Service Alertof Southern CaliforniaKnow what'sbelow.before you dig.CallR12/10/2412/10/24Page 263 of 324
Underground Service Alertof Southern CaliforniaKnow what'sbelow.before you dig.CallR12/10/2412/10/24Page 264 of 324
Underground Service Alertof Southern CaliforniaKnow what'sbelow.before you dig.CallR12/10/2412/10/24Page 265 of 324
Outlook
Support for April 22 Agenda Item 16a – Restore Our Pickleball Courts
From Anna Liza Garcia <socal.allee@gmail.com>
Date Mon 4/21/2025 11:20 AM
To City Clerk <cityclerk@hermosabeach.gov>
You don't often get email from socal.allee@gmail.com. Learn why this is important
Dear Hermosa Beach City Council,
I’ve been proud to call Hermosa Beach home for the past 10 years. As someone who loves this community and plays pickleball regularly, I’m writing to strongly
support Agenda Item 16a on the April 22 agenda to restore the two pickleball courts that have been out of service.
Like many residents, I’ve struggled tremendously to get court reservations due to limited availability. Pickleball has become more than just a game—it’s where
neighbors connect, stay active, and build community. These two courts would make a meaningful difference.
I am often on Bard/8th near Kelly Park and mostly hear the sounds of baseball bats echoing through the neighborhood. While I understand concerns about
noise, I believe this can be addressed through options like sound barriers or thoughtful design, without losing out on the many benefits pickleball brings to
Hermosa.
Please consider the growing number of residents who are asking for accessible, well-maintained spaces to play. We hope you'll move this project forward.
Thank you for your time and leadership.
Best regards,
--Anna Liza
Page 266 of 324
Outlook
Pickleball
From JAMIE SUARD <jlsuard@mac.com>
Date Mon 4/21/2025 5:29 PM
To City Clerk <cityclerk@hermosabeach.gov>
[You don't often get email from jlsuard@mac.com. Learn why this is important at https://aka.ms/LearnAboutSenderIdentification ]
To whom it may concern, as an avid athlete and outdoors Hermosa Beach resident for 38 years, I live here because hermosa beach has always supported and
provided environmental conditions to be an athlete, play sports and be outdoors. I am now a serious pickleball player who would like to walk to our local courts to
play. Courts are scarce and wait times are long on existing courts in the entire South Bay. We need more courts. It Is the funnest , easiest, most social and
welcoming sport since beach tennis here in hermosa . I can’t believe that such an active town would 1) shut down 2 courts and not have plans to reopen them and
2) limit play after 4p on the days it does and prohibits play on Sundays. Those are the times when most people can get out and play. I lived at 849 Bard street for
16 years and never minded the noise from any of the activities going on at Clark stadium/field . It was all happy activities and happy noise so it was never a
problem. It was just more people living the great life hermosa affords.
I am asking for the City to put in as many courts as possible, allow drop in play on at least 1 if not 2 courts and allow play until 8p at night and both weekends
days please.
Blessings for a beautiful day,
Jamie
Hermosa Beach resident, Ardmore Avenue
Jamie Suard, MA, LMFT
Marriage Family & Perinatal Psychotherapy
Healing Hurts and Hearts in Hard Times!
MFT Lic# 88846
USPTA P-1 Tennis Professional
310-503-7702
Sent from my iPhone
Page 267 of 324
Outlook
Item 16a 4 courts Hermosa pickle
From Kris Flagler <kflag414@gmail.com>
Date Tue 4/22/2025 9:53 AM
To City Clerk <cityclerk@hermosabeach.gov>
[You don't often get email from kflag414@gmail.com. Learn why this is important at https://aka.ms/LearnAboutSenderIdentification ]
To whom it may concern, as an athlete and outdoors Hermosa Beach resident for 6 years I live the outdoor life and love the activities in Hermosa. That being said,
Courts are scarce and wait times are long on existing courts in the entire South Bay. We need more courts please!!
I am asking for the City to put in as many courts as possible, allow drop in play on at least 1 if not 2 courts and allow play until 8p at night and both weekends
days please.
Thank you
Sent from Kristen Flagler
“Unlock your Potential”
Tennis Professional USPTA
(c) 310-897-9725
Email: Kflag414@gmail.com
Page 268 of 324
REVIEW OF CIP 619–KELLY COURTS IMPROVEMENTS
Page 269 of 324
BACKGROUND
MARCH 2017 –City Council approved converting one of the two Kelly Tennis Courts at the Clark Complex into four dedicated pickleball courts
MAY 2017 –The Kelly Pickleball Courts opened to the public
JULY 2020 –Two pickleball courts temporarily closed due to safety concerns
Page 270 of 324
BACKGROUND: USE POLICY AND HOURS
FOLLOWING OPENING OF THE COURTS –Staff received feedback from the nearby residents on noise impacts
FOLLOWING EXTENSIVE RESEARCH AND RECOMMENDATIONS ON NOISE MITIGATION SOLUTIONS WITH NO RESOLVE / 2021 –The Pickleball Stakeholder Group was formed
JULY 2021 –City Council approved the proposed use policies with revisions to the hours
NOVEMBER 2021 –Staff presented a report to the Commission on the effectiveness of the adopted use policies and hours
FOLLOWING NOVEMBER 2021 –Feedback received from pickleball community demonstrating dissatisfaction of closed courts and limited use
Page 271 of 324
BACKGROUND: CIP 619
APRIL 2022 –Staff presented CIP 619 to address safety concerns
with the two temporality closed courts (Council approved June
2022)
APRIL 2023 –Staff presented a revised scope of work to include
resurfacing and reconfiguration of all the Kelly Courts, amongst
other updates (Council approved June 2023)
APRIL 2023 –The Commission provided feedback to Council that
CIP 619 was a high priority project
Page 272 of 324
BACKGROUND: CIP 619
APRIL 2024 –Anticipated timeline for CIP 619 was shared with the
Commission and City Council
OCTOBER 2024 –NOVEMBER 2024 –Staff efforts to advance CIP
and restore all four courts shared with the Commission and City
Council through the Parks Master Plan review process
FEBRUARY 2025 –City Council did not approve the award of a
construction contract for CIP 619–Kelly Court Improvements,
rejecting all bids, and have the Commission and Public Works
Commission review the project and provide feedback
Page 273 of 324
EXISTING SITE CONDITIONS -PHOTOS
Surface Irregularities
Surface Cracking & Weeds
Repair & Resurface Courts
Locate Wall and Lights &
Resurface Pickleball to Standard Size
Non-standard Dimensions
Repair & Resurface Courts
Replace Fence Mesh
Fencing Poor Condition
Page 274 of 324
EXISTING SITE CONDITIONS - PHOTOS
Existing ADA Parking Stall Existing Path to Pickleball
Refurbish Parking Stall Regrade ADA Path & Entrance
Existing Dropoff between
Basketball & Pickleball Courts
New ADA Path & Entrance
Page 275 of 324
EXISTING CONDITIONS
CONDITIONS TO NOTE:
-POOR COURT CONDITIONS
-IMPROPER COURT SIZING
-IMPROPER COURT SPACING
-NO ADA PATH OF TRAVEL
-LIGHTS OBSTRUCTING COURTS
-DROPOFF BETWEEN COURTS
-AGED COURT EQUIPTMENT
North
COURTS TEMPORARILY CLOSED
Page 276 of 324
EXISITING/PROPOSED SITE MAP
LEGEND:
RED – EXISTING
BLACK – PROPOSED
CHANGES TO NOTE:
-COURT SIZES / OFFSETS
-FENCE UPGRADES
-GATE UPGRADES
-ADA PARKING UPGRADES
-NEW ADA PATH OF TRAVEL
-NEW LIGHTS
-NEW COURT EQUIPTMENT
North
Page 277 of 324
PROPOSED CONDITIONS – CIP 619
CHANGES TO NOTE:
- COURT SIZES
- RESURFACING
- FENCE UPGRADES
- GATE UPGRADES
- ADA PARKING UPGRADES
- NEW ADA PATH OF TRAVEL
- LIGHTING IMPROVEMENTS
- NEW COURT EQUIPTMENT
North
Page 278 of 324
Notices Provided of Parks and Public
Works Commission Meetings:
Through Email to:•Pickleball Members
•Former Pickleball Stakeholder
Group
•Reporting Resident Re: Use of
Pickleball Courts Afterhours
•Through Signage Posted at the
Kelly Courts
DISCUSSION
Page 279 of 324
Concerns of Not Proceeding with CIP–619:
Extended closure of two pickleball courts, further limiting access for the 271+ members of the City’s Pickleball Membership Program.
Continued safety hazards due to poor site conditions and noncompliant layouts.
Escalating costs if resurfacing and repairs are deferred further.
Lost investment in design and bid preparation—approximately $250,000 to date.
Increased community dissatisfaction from both the pickleball community (due to limited play options) and nearby residents (if unauthorized or unregulated use continues).
Misalignment with adopted plans; 2024 Parks Master Plan and PLAN Hermosa.
DISCUSSION
Page 280 of 324
Parks Commission’s Feedback:
To move forward with CIP 619 as
proposed and return to the Parks
Commission at a future meeting
with consideration of modifications
to the use policies to continue to
foster a balance between providing
access to the pickleball courts and
impact to nearby residents.
DISCUSSION
Page 281 of 324
Public Works Commission’s Feedback:
To move forward with CIP 619 as
proposed, and to consider proposing
additional safety padding throughout the
facility, specifically along the southern
wall separating Pickleball and Lawn
Bowling.
DISCUSSION
Page 282 of 324
1.Review Capital Improvement Program (CIP) Project 619–Kelly Court
Improvements; and
2.Authorize Director of Public Works to readvertise the project for bids.
RECCOMENDED ACTION
Page 283 of 324
City of Hermosa Beach | Page 1 of 4
Meeting Date: April 22, 2025
Staff Report No. 25-CA-010
Honorable Mayor and Members of the Hermosa Beach City Council
REPORT TO COUNCIL REGARDING A CEASE AND DESIST LETTER SENT BY
FRANK ANGEL; REQUEST TO AUTHORIZE MAYOR TO EXECUTE AND SEND
RESPONSE LETTER
CEQA: The City finds that this action is not a project under the California Environmental
Quality Act pursuant to Public Resource Code § 21065 and State Guidelines Section §§
15061(b) & 15378.
(City Attorney Patrick Donegan)
Recommended Action:
Staff recommends City Council:
1. Acknowledge receipt of the Cease and Desist Letter, and, to reflect the City’s
commitment to transparency, authorize the Mayor to execute and send a response
letter (in substantially the same form attached hereto as Attachment 1) in order to
avoid unnecessary litigation, but without admitting any violation of the Ralph M.
Brown Act in connection with the challenged action; or
2. Provide alternative direction to staff.
Executive Summary:
The report addresses a "cease and desist" letter received from Mr. Frank Angel on March
31, 2025, alleging the City violated Brown Act section 54957.5(b)(1) by failing to make his
email properly available for public inspection. Staff recommends City Council
Acknowledge receipt of the Cease and Desist Letter, and, to reflect the City’s commitment
to transparency, authorize the Mayor to execute and send a response letter (Attachment
1).
Background:
On March 25, 2025, less than 2 minutes before the stated 2:00 p.m. agenda deadline to
submit supplemental emails, Mr. Frank Angel submitted an email to the entirety of the City
Council. Pursuant to Frank Angel’s March 31, 2025 letter (Attachment 2), this
correspondence was then forwarded to the City Clerk’s office at a future time.
On March 31, 2025, the City received a “cease and desist” letter pursuant to Government
Code sections 54960 and 54960.2 from Frank Angel. This letter, among other things,
alleges that the City violated Government Code section 54957.5 (b)(1) and requests that
the City acknowledge its violation of the Brown Act and unconditionally commit to cease
and desist from, and not repeat alleged past violations.
Page 284 of 324
City of Hermosa Beach | Page 2 of 4
Past Council Actions
Meeting Date Description
March 25, 2025 City Council received and filed a report on the City’s STVR
regulations.
Discussion:
The Brown Act provides a mechanism, under Government Code section 54960.2, for a
member of the public to file an action to determine an agency’s past compliance with the
Brown Act by first submitting—within nine months of an alleged Brown Act violation—a
clear description of the alleged violation. Submission of such a letter is known as a “cease
and desist” request, and no legal action may be filed by any person to challenge an action
taken by the City Council on Brown Act grounds unless and until this letter has been
properly submitted, and the agency has not timely responded with an unconditional
commitment to cease and desist from the challenged conduct.
The City takes every Brown Act allegation seriously. The Brown Act dictates that the City
Council determine within 30 days of receipt of a demand to cease and desist from any
alleged violation whether or not it will agree to an unconditional commitment to cease and
desist and not repeat the past action that is alleged to violate the Brown Act.
Here, Frank Angel is not alleging that his email was not read or considered by the City
Council; instead, he is arguing that the City did not comply with Government Code section
54957.5 (b)(1) in receiving and processing his email. Government Code section 54957.5
(b)(1) provides that:
“[i]f a writing is a public record related to an agenda item for an open session of a
regular meeting of the legislative body of a local agency and is distributed to all, or
a majority of all, of the members of a legislative body of a local agency by a person
in connection with a matter subject to discussion or consideration at an open
meeting of the body less than 72 hours before that meeting the writing shall be
made available for public inspection” at public office or location that the agency
shall designate for this purpose or that the writing be immediately posted on the
City website in a position that make it clear that the writing related to an upcoming
agenda item.
Typically, this section is most applicable to supplemental reports or formal
correspondence provided by City staff to the City Council. Here, we have the somewhat
unique situation of Frank Angel sending an email to the City Council 3 hours and 2
minutes prior to the start of the meeting (and not availing himself to the public comment
function on the City’s website) and in this instance, it was not noticed by City staff and put
on the agenda.
Page 285 of 324
City of Hermosa Beach | Page 3 of 4
Government Code section 54960.2 allows the City, without admitting any violation of the
Brown Act, to make an unconditional commitment to ceasing and desisting from the
above-mentioned action. Rather than risk lengthy and costly litigation (particularly in light
of Frank Angel’s existing lawsuit against the City), the City Council can view this as an
opportunity to emphasize and restate its ongoing commitment to transparency, and to
ensure that the City Clerk’s office is the location where future writings distributed to a
majority of the City Council within 72 hours of a City Council meeting can be inspected.
The City Council agenda was already updated to reflect this. This restated commitment
to transparency does not require the City to acknowledge or admit that there has been
any violation of the Brown Act and cannot be construed or admitted as evidence for any
alleged violation at a later time.
Environmental Review:
This discussion is not a “project” subject to CEQA” because it has no potential to result in
either a direct, or reasonably foreseeable indirect, physical change in the environment.
(State CEQA Guidelines, § 15378(a).) In the alternative, the discussion falls within the
“common sense” exemption set forth in State CEQA Guidelines section 15061(b)(3),
which exempts activity from CEQA where “it can be seen with certainty that there is no
possibility that the activity in question may have a significant effect on the environment.”
Further this report and response letter is not a “project” as defined by Public Resource
Code § 21065.
General Plan Consistency:
This report and associated recommendation have been evaluated for their consistency
with the City’s General Plan. Relevant Policies are listed below:
Governance Element
Goal 1. A high degree of transparency and integrity in the decision-making process.
Policy:
1.4 Consensus oriented. Strive to utilize a consensus-oriented decision-
making process.
Goal 2 The community is active and engaged in decision-making processes.
Policy:
2.6 Responsive to community needs. Continue to be responsive to
community inquiries, providing public information and recording feedback from
community interactions.
Fiscal Impact:
There are no fiscal impacts associated with the recommended actions.
Attachments:
Page 286 of 324
City of Hermosa Beach | Page 4 of 4
1. Draft Response Letter
2. Frank Angel’s March 31, 2025 Cease and Desist Letter
Respectfully Submitted by: Patrick Donegan, City Attorney
Concur: Myra Maravilla, City Clerk
Legal Review: Patrick Donegan, City Attorney
Reviewed By: Angela Crespi, Deputy City Manager
Approved: Suja Lowenthal, City Manager
Page 287 of 324
City of Hermosa Beach
IIn Civic Center, 1315 Valley Drive, Hermosa Beach, CA 90254-3885
Angel Law
Attn: Frank Angel
2601 Ocean Park Blvd. Suite 205
Santa Monica, CA 90405
fangel@angel;aw.com
Via Email and US Mail, Return Receipt Requested
Re: Response to Your January March 31, 2025 Cease and Desist Letter
Dear Frank Angel:
The City Council of the City of Hermosa Beach has received your cease and desist letter dated
March 31, 2025, alleging that the following described past action of the legislative body (dealing
with your email correspondence to the Hermosa Beach City Council regarding agenda item 17.d
on the march 25, 2025 City Council meeting) violates the Ralph M. Brown Act:
Page 288 of 324
Page 2
To avoid unnecessary litigation and without admitting any violation of the Ralph M. Brown Act,
the Hermosa Beach City Council hereby unconditionally commits that it will cease, desist from,
and not repeat the challenged past action as described above.
The Hermosa Beach City Council may rescind this commitment only by a majority vote of its
membership taken in open session at a regular meeting and noticed on its posted agenda as
“Rescission of Brown Act Commitment.” You will be provided with written notice, sent by any
means or media you provide in response to this message, to whatever address or addresses you
specify, of any intention to consider rescinding this commitment at least 30 days before any such
regular meeting. In the event that this commitment is rescinded, you will have the right to
commence legal action pursuant to subdivision (a) of Section 54960 of the Government Code.
That notice will be delivered to you by the same means as this commitment, or may be mailed
to an address that you have designated in writing.
Sincerely,
Dean Francois, Mayor
City of Hermosa Beach
Page 289 of 324
2601 Ocean Park Blvd. • Suite 205 • Santa Monica, CA 90405
(310) 314-6433 • www.angellaw.com • fangel@angellaw.com
March 31, 2025
Suja Lowenthal
City Manager, City of Hermosa Beach
1315 Valley Drive, 2nd Flr.
Hermosa Beach, CA 90254
suja@hermosabeach.gov
Myra Maravilla
City Clerk, City of Hermosa Beach
1315 Valley Drive, 2nd Flr.
Hermosa Beach, CA 90254
cityclerk@hermosabeach.gov;
mmaravilla@hermosabeach.gov
Cease and Desist Letter Via Facsimile Transmission & Email
Dear City Manager Lowenthal and City Clerk Maravilla:
My office’s attention has been directed to omissions in Brown Act-required public postings
relating to item 17.d on the city council’s agenda of its regular meeting of March 25, 2025.
Before 2:00 p.m., that day, I sent all five city council members an email specifically
referencing this agenda item. I cc’d you or forwarded this email to you at that time.
As indicated by the screenshot shown below (taken from the city’s website), three public
records were made available concerning item 17.d: (1) the city attorney’s informational
report and (2) his supplemental PowerPoint, and (3) an email from resident Jim Holtz,
referred to as supplemental email for item 17.d. My email was not made available. As
came to light during the council’s discussion of item 17.d, another email the
councilmembers received from an online STR platform, too, was not posted or otherwise
made available to the public in connection with item 17.d.
Page 290 of 324
Suja Lowenthal
City Manager
Myra Maravilla
City Clerk, City of Hermosa Beach
March 31, 2025
Page 2
These omissions are in violation of the Brown Act. Writings that are public records, i.e.,
records such as the missing emails, which relate to city business and are not exempt from
disclosure, “at the time” when they are distributed to the members of a legislative body of
a local agency “by a person in connection with a matter subject to discussion . . . at an
open meeting of the body less than 72 hours before that meeting, . . . shall be made
available for public inspection . . . at the time [they are] distributed to . . . the members of
the body.” (Gov. Code, § 54957.5, subd. (b)(1).) Because the city council agendas do not
list any office or location designated for physical inspection for the missing emails, the
Brown Act required that they be “immediately” posted on the city’s website in a position
and manner that makes it clear that they relate to then upcoming agenda item 17.d. (Id.,
subd. (b)(2).) They were not posted and are still unavailable on the city’s website.
Failure to post communications to the city council or a majority of its members by any
person in connection with a matter agendized for discussion by the city council impairs
both the Brown Act and the California Public Records Act’s objectives of public
transparency and meaningful public participation in the public’s business. The California
Constitution provides that “The people have the right of access to information concerning
the conduct of the people’s business, and, therefore, the meetings of public bodies and
the writings of public officials and agencies shall be open to public scrutiny.” (Cal. Const.,
art. I, § 3, subd. (b)(1).)
Accordingly, pursuant to Government Code section 54960 and 54960.2, on behalf of our
client Todd Koerner and all other persons interested in compliance with the city council’s
public duties under the Brown Ac, we demand:
1. That the missing emails and any other missing public record concerning item 17.d,
and subject to disclosure under Government Code section 54957.5, subdivision
(b), be posted forthwith;
Page 291 of 324
Suja Lowenthal
City Manager
Myra Maravilla
City Clerk, City of Hermosa Beach
March 31, 2025
Page 3
2. That the city council acknowledge its violation of the Brown Act and unconditionally
commit to cease and desist from, and not repeat, its past unlawful conduct in failing
to disclose for public inspection the public records it must make available for public
inspection pursuant to Government Code section 54957.5, subdivision (b); and
thus commit to fully comply with its public duties under Government Code section
54957.5, subdivision (b); and
3. That this office be given timely public notice of the future council meeting when
any such unconditional commitment is agendized for discussion or adoption.
Sincerely,
ANGEL LAW
Frank P. Angel
cc: Patrick Donegan via email to Patrick.Donegan@bbklaw.com
Page 292 of 324
BROWN ACT CEASE AND DESIST
April 22, 2025
Page 293 of 324
Background
At its March 25, 2025 meeting, the City
Council received a report on the City’s STVR
regulations.
No substantive change was made nor was
staff directed to bring back any changes –
received and filed.
Page 294 of 324
Background
Afternoon before the meeting, the City Council received an email from Frank Angel (1:58 pm) on the agenda item. No allegation is made that the City Council did not receive this email.
March 31, 2025, City was sent a Brown Act “cease and desist” letter from Frank Angel alleging Brown Act violations and requesting that the City agree to “cease and desist” from future violations.
Page 295 of 324
Discussion
Brown Act provides a mechanism for public to file an
action to determine an agency’s past compliance
with the Brown Act by first submitting a clear
description of the alleged violation.
Submission of such a letter is known as a “cease
Prerequisite to filing a legal action may be filed by any
person to challenge an action.
Lawsuit can be avoided by the City responding with
an unconditional commitment to cease and desist
from the challenged conduct (not an admission or
acknowledgment that Brown Act was violated).
Page 296 of 324
Discussion
Frank Angel is alleging violation because email he sent less than 2 minutes before the 2:00 pm deadline for it to appear on the agenda was not posted to the City’s website or the agenda did not state where the public could inspect his email. (Govt. Code 54957.5)
To reiterate no allegation that the City Council did not get it, just that the City did no properly process it
Page 297 of 324
Recommendations
Acknowledge receipt of cease and desist letter and direct
Mayor to execute and send response letter (not admitting
fault) agreeing to cease and desist from challenged
conduct to avoid unnecessary litigation
Agenda has been updated such that emails like Frank
Angel’s distributed to a majority of the City Council within
72 hours are subject to inspection at the City Clerk’s office
during regular business hours
Page 298 of 324
City of Hermosa Beach | Page 1 of 6
Meeting Date: April 22, 2025
Staff Report No. 25-CA-012
Honorable Mayor and Members of the Hermosa Beach City Council
REPORT TO COUNCIL REGARDING AN ANONYMOUS CURE AND CORRECT
LETTER
CEQA: The City finds that this action is not a project under the California Environmental
Quality Act pursuant to Public Resource Code § 21065 and State Guidelines Section §§
15061(b) & 15378.
(City Attorney Patrick Donegan)
Recommended Action:
Staff recommends City Council:
1. Receive a report on the anonymous “cure and correct” letter sent to the City and
direct the City Attorney to send a response letter pursuant to Government Code
section 54960.1(c)(2) informing the anonymous drafter that the City Council
determined that the “cure and correct” letter asserts Brown Act violations where no
violations occurred and that the City Council will not cure and correct the
challenged action; or
2. Provide alternative direction.
Executive Summary:
On April 9, 2025, the City received an anonymous “cure and correct” letter under
Government Code 54960.1 of the Brown Act (“Anonymous Letter”) (Attachment 1). This
Anonymous Letter, signed only by a “Concerned Hermosa Beach Property Owner”
alleges various Brown Act violations related to the City’s March 25, 2025 meeting.
Specifically, a report on the City’s short-term vacation rental (“STVR”) regulations and the
City Council’s motion to receive and file of this report (i.e., the City Council took no
legislative action to change anything and the City’s STVR regulations remained
unchanged).
Background:
At its March 25, 2025 meeting, City Council received a report on the City’s current STVR
regulations. At the end of this item, City Council moved to receive and file the item and
did not provide direction to City staff to bring back or explore any modifications to the
City’s STVR ordinance. Two weeks later, the City received an anonymous “cure and
correct” letter under the Brown Act alleging various Brown Act violations related to the
City’s March 25, 2025 STVR item. The only information that is known about the drafter of
the letter is that they are allegedly a “Concerned Hermosa Beach Property Owner” with
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City of Hermosa Beach | Page 2 of 6
the email address of HermosaBeachPropertyOwner@proton.me. Because the City does
not have a physical address, the only way to send any response letter would be by e-mail
only. Further, and somewhat surprisingly, the drafter of this letter added a disclaimer to
the Anonymous Letter (which references Frank Angel multiple times and asserts details
about Frank Angel’s previous correspondence with the City) that states:
“I am not affiliated with or represented by Frank Angel, Angel Law, or any other law
firm, and this letter is submitted independently or any pending or potential lawsuit,
in the public interest.”
The Brown Act allows interested persons to “demand” the City cure or correct an action
alleged to have been taken without complying with the Brown Act. This procedure allows
the City to account for its actions or take corrective action, as appropriate.
Written demands must be filed within 90 days from the date the action was taken or within
30 days if the action was taken at a public meeting on a non-agenda item. The Brown Act
requires that the City Council determine whether it will cure or correct the challenged
action within 30 days from when it received a timely demand. (Government Code section
54960.1(b)). No lawsuit may be filed until after the City has a chance to respond to a
demand to cure or correct an action.
Past Council Actions
Meeting Date Description
March 25, 2025 City Council received and filed a report on the City’s STVR
regulations.
Discussion:
The City seriously considers every alleged violation of the Brown Act. The Anonymous
Letter is timely (i.e., within 90 days) and is included as Attachment 1. To assist the
Council in evaluating the claims and determining a course of action, this staff report first
describes the legal framework dealing with “cure and correct” letters and then analyzes
the allegations and legal contentions set forth in the Anonymous Letter and then suggests
a course of action.
Government Code section 54960.1 posits the process and requirements for the submittal
and consideration of a “cure and correct” letter under the Brown Act. In short, prior to
commencing an action to declare an action by a legislative body as null and void, the
legislative body must be sent a letter describing the alleged violation and given a chance
to “cure or correct” an alleged violation within the stated timeframe. The cure and correct
demand letter must be sent within 90 days and the legislative body then has 30 days to
respond. The person who sends the cure and correct letter has 15 days from receipt of
the legislative body to commence an action and if the legislative body takes no action,
then this 15-day period to file an action commences after the 30-day period expires.
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City of Hermosa Beach | Page 3 of 6
Pertinent to the discussion before the City Council tonight is subsection (b) of section
54960.1 which posits what alleged violations of the Brown Act are subject to this cure and
correct process. In other words, not all alleged Brown Act violations are subject to this
process, only violations of sections 54953, 54954.2, 54954.5, 54954.6, 54956, or 54956.5
of the Brown Act are subject to the cure and correct procedures.
The anonymous April 9, 2025 “cure and correct” letter alleges three things violated
various provisions of the Brown Act. As explained below, the alleged violations of the
Brown Act did not occur or the alleged violations are not subject to the Brown Act’s cure
and correct provisions.
Cure and Correct Letter Allegation #1
“Reading of Undisclosed Material Not in the Agenda Packet”
The Anonymous Letter asserts that Councilmember Ray Jackson read aloud a previously
undisclosed letter from Mr. Higgins to California Department of Housing and Community
Development (HCD) during the Short-term Vacation Rental (STVR) discussion. Further,
the Anonymous Letter alleges this constitutes a violation of Government Code section
54954.2(a)(1) (requires all items and materials to be identified and made public before
discussion)1 and section 54957.5 (requires that materials distributed to the Council also
be made simultaneously available to the public).
As an initial matter, an alleged violation of Government Code section 54957.5 is not
subject to the cure and correct process listed in section 54960.1. Further, the anonymous
drafter of the letter makes no allegation that Mr. Higgins’ letter to HCD was distributed to
all or a majority of the City Council. Thus, no facts or allegations are alleged that even
constitute a violation of 54957.5.
As to the alleged violation of 54954.2(a)(1)—which is subject to the cure and correct
procedures—this section requires that the City Council, at least 72 hours before a
meeting post “an agenda containing a brief general description of each item of business
to be transacted or discussed at the meeting, including items to be discussed in closed
session. A brief general description of an item generally need not exceed 20 words. The
agenda shall specify the time and location of the regular meeting and shall be posted in
a location that is freely accessible to members of the public and on the local agency’s
internet website, if the local agency has one.” This section does not require that the City
post a letter from a resident to a separate State agency on an item related to City
business. No allegation is submitted that the City’s agenda was somehow deficient in its
description of the STVR item.
1 The descriptive parentheticals are taken verbatim from the cure and correct letter so that the City Council can see
the alleged violations unedited. The City does not agree that the descriptive parentheticals found in the letter are
necessarily accurate full and complete explanations of the law.
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Cure and Correct Letter Allegation #2
Suppression of Timely Written Public Comments
The Anonymous Letter alleges that written comments by Attorney Frank Angel (who
recall, is allegedly not affiliated with the anonymous drafter) was not properly posted to
the agenda packet.2 The Anonymous Letter alleges that this violates Government Code
section 54954.3(a) (requires equal treatment of all viewpoints in public comments) and
section 54957.5 (requires all documents submitted to the Council to be made publicly
available, not selectively included or omitted).
Neither of these code sections are subject to the Brown Act’s cure and correct process
under Government Code section 54960.1. Further, section 54954.3, among other things,
requires that the City Council allow members of the public to directly address the
legislative body via public comment. The March 25, 2025 meeting had general public
comment and then a public comment on each agenda item. Thus, there was no violation.
The allegation under section 54957.5 is addressed in another agenda item and to
reiterate, does not allege that materials were not provided to the City’s ultimate City
decision-makers, the City Council. Only that these materials were not posted on the
agenda or available for public inspection.
Cure and Correct Letter Allegation #3
Improper Denial of Zoom Participation
The Anonymous Letter alleges that at the March 25, 2025 City Council meeting, Frank
Angel was improperly disallowed to participate via Zoom. The anonymous drafter states
that “Mr. Angel personally confirmed that “he followed all participation instructions and
was not on mute.” The Anonymous Letter alleges this violates Government Code section
54953(b)(3) (guarantees the right to participate in teleconferenced meetings) and section
54954.3(a) (protects public comment rights during open sessions).
As explained above, section 54954.3 is not a section subject to the cure and correct
procedures. Further, the City Council’s March 25, 2025 meeting was absolutely consistent
with the Brown Act’s public comment requirements. In fact, the City Council even went
above and beyond by waiting patiently for Frank Angel to figure out the issues with his
audio. The City Clerk called on him and he was given ample time to speak. As explained
below (and on the agenda), the City Council is not responsible to fix or ensure that virtual
commenters do not have technical issues. What is more, the Mayor even offered and
2 The third bullet point under this allegation references a written submittal by another resident on April 7, 2025 and
then an acknowledgment by the City Attorney at the April 9, 2025 meeting. There was no April 9, 2025 meeting and
the City is not aware of what April 7, 2025 written rebuttal this anonymous drafter is referencing.
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City of Hermosa Beach | Page 5 of 6
directed Frank Angel to call in on a different device and if so, the City Council would
reopen public comment to allow Frank Angel to speak. This did not occur. Far from a
Brown Act violation, Frank Angel’s technical difficulties and the City Council’s delay and
offer to allow to call back in on a separate device highlights the City’s strong commitment
to public comment. Because Frank Angel could not get his audio to work and did not call
back in on a separate device as an above and beyond option offered by the City Council,
the allegation that the City somehow violated the Brown Act is false.
As to the alleged violation of 54953(b)(3), this Brown Act section is subject to the cure
and correct procedure. However, this section lists the requirements for when the City
Council uses the formal Brown Act teleconferencing rules. The City Council did not use
teleconferencing rules during its March 25, 2025 meeting. In fact, the City Council agenda
was crystal clear that, “[p]ublic comment is only guaranteed to be taken in person at City
Hall during the meeting or prior to the meeting by submitting an eComment for an item on
the agenda.” Further, that zoom participation is offered as a courtesy only and that the
City does not guarantee these remote options will be technically feasible and that they
may be terminated for whatever reason.” This agenda language is provided on purpose
so that Frank Angel and other public commenters are made aware that the only way to
guarantee public comment is to show up in person. Because Frank Angel did not and
chose to avail himself to the City’s courtesy Zoom feature, this is no way transforms the
City’s meeting into one using the teleconferencing rules. Thus, no Brown Act violation
occurred.
Based on the above, the City Council acted in compliance with the Brown Act during its
March 25, 2025 item on the City’s STVR regulations and there is no need to cure and
correct anything. Further, the “action” taken by the City Council was to receive and file
the report. No change or formal legislative action even occurred. Thus, it is unclear what
“action taken by the legislative body of a local agency” would be challenged under section
54960.1. Staff seeks City Council action to direct the City Attorney to send a written
response via email to the anonymous sender of the letter informing them of the City
Council’s decision not to cure and correct the challenged action for the above mentioned
actions.
However, if the City Council so desires, the STVR report could be put on a future agenda,
even though it is not required.
Environmental Review:
This discussion is not a “project” subject to CEQA” because it has no potential to result in
either a direct, or reasonably foreseeable indirect, physical change in the environment.
(State CEQA Guidelines, § 15378(a).) In the alternative, the discussion falls within the
“common sense” exemption set forth in State CEQA Guidelines section 15061(b)(3),
which exempts activity from CEQA where “it can be seen with certainty that there is no
possibility that the activity in question may have a significant effect on the environment.”
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City of Hermosa Beach | Page 6 of 6
General Plan Consistency:
This report and associated recommendation have been evaluated for their consistency
with the City’s General Plan. Relevant Policies are listed below:
Governance Element
Goal 1. A high degree of transparency and integrity in the decision-making process.
Policy:
1.4 Consensus oriented. Strive to utilize a consensus-oriented decision-
making process.
Goal 2 The community is active and engaged in decision-making processes.
Policy:
2.6 Responsive to community needs. Continue to be responsive to
community inquiries, providing public information and recording feedback from
community interactions.
Fiscal Impact:
There are no fiscal impacts associated with the recommended actions.
Attachment:
Anonymous April 9, 2025 Cure and Correct Letter
Respectfully Submitted by: Patrick Donegan, City Attorney
Concur: Myra Maravilla, City Clerk
Legal Review: Patrick Donegan, City Attorney
Reviewed By: Angela Crespi, Deputy City Manager
Approved: Suja Lowenthal, City Manager
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April 9, 2025
TO: Patrick Donegan, City Attorney
City Clerk’s Office
City of Hermosa Beach
1315 Valley Drive
Hermosa Beach, CA 90254
FROM: A Concerned Hermosa Beach Property Owner
SUBJECT: Brown Act “Cure and Correct” Demand Letter
– March 25, 2025 Meeting (Agenda Item 17.d)
Dear City Attorney and City Clerk,
This is a formal “Cure and Correct” demand made pursuant to California
Government Code § 54960.1, regarding Brown Act violations that occurred
during the Hermosa Beach City Council meeting of March 25, 2025, specifically under
Agenda Item 17.d (“Report on STRs”).
The following serious violations of the Ralph M. Brown Act require prompt
acknowledgment and cure:
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1. Reading of Undisclosed Material Not in the Agenda Packet
Councilmember Ray Jackson read aloud a previously undisclosed letter from Mr. Higgins
to HCD during the Item 17.d discussion. This letter:
• Was not included in the publicly posted agenda packet.
• Was used to frame the Council’s rejection of legal STVR operations.
• Was given verbal exposure without providing the public equal
opportunity to review or respond.
• Was read aloud after public comment had concluded, denying the public
any opportunity to respond to its claims or the viewpoint it promoted.
This letter was clearly introduced by Councilmember Jackson as part of the
Council's prevailing position, and no opposing viewpoint was allowed equal time
or rebuttal.
This is a violation of:
• Gov. Code § 54954.2(a)(1): Requires all items and materials to be identified
and made public before discussion.
• Gov. Code § 54957.5: Requires that materials distributed to the Council also
be made simultaneously available to the public.
2. Suppression of Timely Written Public Comments
• The written comment submitted by Attorney Frank Angel, who currently
has a pending lawsuit challenging the City’s enforcement of its STVR ordinance,
was omitted from the initial agenda packet, added only after his protest, and
later removed again.
• Mr. Angel’s comment challenged the City’s enforcement policy. The
decision to omit, delay, and ultimately remove his viewpoint from the record
raises serious concerns about whether this was done to suppress legal criticism
from an active challenger.
• The written rebuttal submitted by another resident (April 7, 2025) to
correct the record and document these procedural violations was
acknowledged at the April 9, 2025 meeting only in passing by the City Attorney
as one of “two written public comments,” but it was never read aloud,
referenced, or given any response.
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This is a violation of:
• Gov. Code § 54954.3(a): Requires equal treatment of all viewpoints in public
comments.
• Gov. Code § 54957.5: Requires all documents submitted to the Council to be
made publicly available, not selectively included or omitted.
3. Improper Denial of Zoom Participation
During the March 25, 2025 meeting, Attorney Frank Angel was called on
during public comment via Zoom, but the City Council could not hear him speak
due to a technical difficulty.
Mr. Angel personally confirmed to me afterward that he followed all participation
instructions and was not on mute.
The mayor acknowledged the issue at the time and stated that Mr. Angel would be
brought back once the technical problem was resolved.
He was never recalled, and the City offered no public explanation.
This violates:
• Gov. Code § 54953(b)(3): Guarantees the right to participate in
teleconferenced meetings.
• Gov. Code § 54954.3(a): Protects public comment rights during open
sessions.
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Requested Cure and Correction
In accordance with Gov. Code § 54960.1(b), I respectfully demand that the Hermosa
Beach City Council:
1. Acknowledge and correct the procedural violations listed above in a public
meeting.
2. Re-agendize a new discussion of the City’s broader STVR policy. While
Item 17.d was introduced as a narrow informational report on the possibility of
allowing owner-occupied room rentals, Councilmember Jackson and others
expanded the conversation into a full policy defense of the City’s overall STVR
ordinance, enforcement history, and regulatory intent.
These broader arguments were not agendized, were not made available for
public rebuttal, and were framed in response to omitted or unread written public
comments.
As a result, the public was denied a fair opportunity to participate in this
expanded discussion.
The Council must place the full STVR policy—along with all relevant viewpoints
and materials—on a future agenda for proper public debate.
3. Affirm in writing that all future public comments and submissions—regardless
of viewpoint—will be given equal treatment and preserved in the public record.
4. Confirm publicly that materials read aloud or introduced during meetings will
not be withheld from the posted agenda packet, in compliance with the Brown
Act.
If no action is taken within 30 days of this notice, I will consider the City to be in
continued violation of state law and reserve the right to refer this matter to appropriate
oversight agencies, including the Los Angeles County District Attorney’s Public Integrity
Division or the California First Amendment Coalition.
Respectfully,
A Concerned Hermosa Beach Property Owner
Disclaimer:
• I am not affiliated with or represented by Frank Angel, Angel Law, or any other
law firm, and this letter is submitted independently of any pending or potential
lawsuit, in the public interest.
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Outlook
Public Comment Submission for Agenda Item 16.c – April 22, 2025 City Council Meeting
From HermosaBeachPropertyOwner <HermosaBeachPropertyOwner@proton.me>
Date Mon 4/21/2025 7:21 PM
To City Clerk <cityclerk@hermosabeach.gov>; Myra Maravilla <mmaravilla@hermosabeach.gov>
1 attachment (315 KB)
Comment_Letter_Item_16c_HBCC_042225.pdf;
Dear Ms. Maravilla,
Please find attached my public comment letter regarding Agenda Item 16.c scheduled for the City Council meeting on April 22, 2025.I respectfully request that this correspondence be:
1. Entered into the official public record for Agenda Item 16.c.
2. Distributed to all members of the Hermosa Beach City Council and the City Attorney.
Recipients:
Mayor Dean Francois
Mayor Pro Tem Rob Saemann
Councilmember Mike Detoy
Councilmember Ray Jackson
Councilmember Michael D. Keegan
City Attorney Patrick T. Donegan
The attached letter includes a detailed analysis and supporting documentation relevant to Agenda Item 16.c.
Thank you for your attention to this matter and for ensuring that the City Council and City Attorney receive this material in advance of the meeting.
Please confirm that this supplemental comment has been included in the official public record.
Sincerely,A Concerned Hermosa Beach Property Owner
Sent with Proton Mail secure email.
Page 309 of 324
Public Comment – Agenda Item 16.c | HBCC April 22, 2025
Subject: Public Comment on Agenda Item 16.c – Staff Report 25-CA-012
To the City Clerk, Councilmembers, and City Attorney Patrick Donegan:
This comment responds to the April 22, 2025 Staff Report 25-CA-012 regarding my April 9,
2025, Cure and Correct letter submitted pursuant to Government Code § 54960.1.
The original submission was respectful, narrow in scope, and rooted in the clear text of the
Brown Act.
It offered the City a straightforward opportunity to acknowledge and correct serious procedural
errors made during the March 25, 2025, meeting.
Rather than respond in kind, the City Attorney’s report chose to deliver a tone-deaf exercise in
legal deflection, rhetorical mischaracterization, and condescension.
Let us begin with one of the most glaring missteps: the repeated, almost obsessive focus on
anonymity, as if one’s identity were somehow a condition for statutory compliance.
The Brown Act imposes no such requirement, and the City Attorney’s choice to lead with this
fact, repeat it, and editorialize it as ‘somewhat surprising’ is not legal analysis, it is tone-policing.
Equally disingenuous is the claim that the City ‘does not have a physical address’ and could
therefore respond only by email, as if that somehow prevented a reply.
I submitted my Cure and Correct letter by email and included a valid return address, which the
City Attorney quoted verbatim in his report.
If a response was genuinely intended, all he had to do was click Reply.
This was not a logistical barrier; it was a choice not to engage.
Worse still, the report implies that the mere act of distancing oneself from Frank Angel and his
litigation is cause for suspicion, when in fact that disclaimer was included for one reason only: to
prevent precisely the kind of conflation the City has now engaged in.
Mischaracterization and Cherry-Picking of Claims
Despite submitting the only Cure and Correct letter on record, the City chose to respond
primarily to Mr. Angel’s Cease and Desist, while reducing my submission to little more than a
procedural footnote.
The report barely addresses the actual violations raised. Let us clarify:
• My April 7, 2025 written comment was timely submitted and received, yet never
read, referenced, or responded to.
It was acknowledged in passing by the City Attorney as one of ‘two comments,’ and then
buried in the agenda packet without discussion.
• Mr. Angel’s comment, like mine, was timely and fully compliant with the City’s own
submission procedures.
It was received before the stated deadline and should have been treated accordingly.
The City’s portrayal of the submission as a near-miss because it arrived ‘two minutes
before the deadline’ is not just legally indefensible; it is procedurally absurd.
A deadline is not a discretionary threshold; it is a cut-off.
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2
To suggest a submission is less valid because it was received two minutes before closing
time is like a transit agency refusing to board a passenger who arrived two minutes
before departure.
In addition, It was falsely labeled ‘Post Deadline’ and added to the agenda only after
Mr. Angel submitted his March 31, 2025, Cease and Desist letter.
Shortly thereafter, it was quietly removed from the agenda packet altogether.
As of April 19, 2025, at 11:35 AM, the comment remains unavailable to the public.
This is an indefensible suppression of viewpoint.
By contrast, a screenshot captured on April 2, 2025, at 10:19 PM shows that the
comment was included at that time, only to be removed later.
This reflects not just exclusion, but post hoc erasure. It raises serious questions as to
intent. (See screenshots included at the bottom of this document.)
• Mr. Angel’s Zoom participation was explicitly acknowledged by the Mayor, who
stated he would be recalled after a technical glitch.
He never was. The City cannot offer a platform for public comment, recognize a speaker,
and then revoke that opportunity retroactively without consequence.
That is a clear violation of §§ 54953(b)(3) and 54954.3(a), one I specifically addressed in
my original Cure and Correct letter.
Councilmember Jackson’s Misuse of Undisclosed Material
The most flagrant violation, one the City Attorney artfully sidestepped, was Councilmember
Jackson’s verbatim recitation of a letter authored by Mr. Higgins to the HCD, a document
never included in the agenda packet and never made available to the public as required under
Gov. Code § 54957.5.
From timestamp 3:41:22 to 3:48:33, Councilmember Jackson read nearly seven minutes directly
from Mr. Higgins’ letter.
Midway through this recitation, he was briefly interrupted for 13 seconds by another
Councilmember who questioned the origin of the letter, a procedural objection that directly
underscored the very violation raised in this Cure and Correct letter.
The objection was summarily dismissed without clarification or intervention from the City
Attorney, and Jackson immediately resumed reading.
Any implication that these remarks were merely Jackson’s personal commentary is both
disingenuous and disproven by the video record: he was reading directly from a prepared
document, word-for-word, occasionally looking up only to editorialize in support of its contents.
Had Mr. Higgins appeared in person, he would have been limited to three minutes. Instead, he
was given nearly seven minutes of floor time by proxy through a Councilmember after public
comment had already closed.
This was not commentary. It was a legislative maneuver designed to elevate one viewpoint while
insulating it from challenge, a maneuver that violates the spirit and letter of multiple provisions
of the Brown Act.
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3
Mr. Higgins’ viewpoint was given a Councilmember’s voice, an extended platform, and no
opportunity for rebuttal.
That is the very abuse the Brown Act was designed to prevent.
Any suggestion that this was merely ‘Councilmember Jackson’s personal commentary’ collapses
under the video evidence.
He was clearly reading from someone else’s document, without attribution until the end, and the
content remains unavailable for public scrutiny.
This is not protected speech. It is legislative misuse of privilege.
The violations are unmistakable:
• Gov. Code § 54954.2(a)(1): Item must be listed on the agenda for discussion.
Mr. Higgins’ letter was not.
• Gov. Code § 54957.5(a): Writings distributed or read into the record must be made
publicly available when used. This one was not.
• Gov. Code § 54954.3(c): A Councilmember may not enjoy expanded speaking rights
beyond those afforded to members of the public, yet Mr. Higgins was given nearly seven
minutes by proxy.
Yet this conduct was entirely omitted from the staff’s response. Why was it ignored?
Conclusion
This agenda item does not cure, correct, or even attempt to engage with the violations
identified in my April 9 submission.
The legal arguments are misapplied, the facts misrepresented, and the tone patronizing.
The Brown Act does not recognize different rules based on credentials, titles, or affiliation, nor
does it grant legislative actors greater speaking rights than the public they serve.
The City had a chance to respond with integrity.
It chose to respond with gamesmanship and condescension.
City Attorney Donegan, over the course of the past month, I have observed a pattern of
selective framing and dubious legal positioning, beginning with your advice to this Council on
what are, by any objective reading, flagrant violations of the Brown Act. Rather than
acknowledge clear procedural errors, your office has chosen to sidestep the law’s purpose in
favor of minimizing exposure, while doing nothing to correct the underlying conduct.
That same posture extends to your advice on the City’s STVR ordinance, none more
troubling than your claim in the City’s March 25 meeting that, “my position is that the City's
short-term vacation rental ordinance is valid and enforceable in the coastal zone as
presently constructed.”
That position, offered without qualification, ignores both the plain language of the Coastal Act
and two formal communications from the California Coastal Commission, including one
from the Commission Chair, warning Hermosa Beach that such a policy is not enforceable
without a certified Local Coastal Program and an approved Coastal Development Permit.
(See Attached)
Page 312 of 324
4
You further asserted that the City’s position is justified because it previously “prevailed” in
litigation over its STVR ordinance.
But those cases were resolved at a preliminary stage, without a full trial or a ruling on the merits,
and long before the current legal landscape took shape, making such confidence premature at
best.
That line of reasoning borders on judicial negligence.
Since that 2018 enforcement action, the legal landscape has fundamentally changed. Two
landmark decisions illustrate this shift. In Kracke v. Santa Barbara, the court held that a ban on
STVRs in the Coastal Zone without an LCP violates the Coastal Act’s access provisions. In the
more recent decision in Keen v. City of Manhattan Beach, a neighboring jurisdiction, the court
again found such enforcement unlawful.
Notably, the prevailing attorney in Keen was Frank Angel, the same attorney who is now
representing the plaintiffs challenging Hermosa Beach’s STVR ordinance under substantially the
same theory.
But setting the law aside for a moment, what precisely is the motive here?
You are now on record recommending a legally fragile course of action not once, but twice, first
by dismissing clear Brown Act violations as inconsequential, and then by affirming a regulatory
posture that directly contravenes Coastal Commission guidance, invites costly litigation, and was
plainly cautioned against as early as 2016 and 2017.
The City has now been sued on this same issue for the third time.
Is this truly sound legal advice, or just profitable for those giving it?
There is a known phenomenon in which certain municipal law firms recommend aggressive
enforcement policies, knowing full well they will likely result in drawn-out litigation that benefits
only the firm.
I sincerely hope that is not what’s happening here.
If the City of Hermosa Beach insists on charting a course that has been flagged by both legal
precedent and administrative authority as untenable, the residents are entitled to ask: Who is
truly being served—those who pay the bills, or those who send them?
This letter is submitted independently of any law firm, attorney, or ongoing litigation. All
statements and positions are my own.
Respectfully,
A Concerned Hermosa Beach Property Owner
Page 313 of 324
5/10/16 AGENDA, ITEM 5a - TEXT AMENDMENT TO EXPRESSLY PROHIBIT SHORT-TERM RENTALS
SUPPLEMENTAL LETTER FROM THE CALIFORNIA COASTAL COMMISSION SUBMITTED TO COMMUNITY DEVELOPMENT ON 5-9-16 AT 12:03PM
Page 314 of 324
Page 315 of 324
STATE OF CALIFORNIA—NATURAL RESOURCES AGENCY EDMUND G. BROWN, JR., GOVERNOR
CALIFORNIA COASTAL COMMISSION
45 FREMONT, SUITE 2000
SAN FRANCISCO, CA 94105-2219
VOICE (415) 904-5200
FAX (415) 904-5400
TDD (415) 597-5885
ATTACHMENT C
(Sent Individually via US Mail)
December 6, 2016
TO: Coastal Planning/Community Development Directors
SUBJECT: Short-Term/Vacation Rentals in the California Coastal Zone
Dear Planning/Community Development Director:
Your community and others state and nationwide are grappling with the use of private residential
areas for short-term overnight accommodations. This practice, commonly referred to as vacation rentals (or short-term rentals), has recently elicited significant controversy over the proper use of
private residential stock within residential areas. Although vacation rentals have historically been part
of our beach communities for many decades, the more recent introduction of online booking sites has
resulted in a surge of vacation rental activity, and has led to an increased focus on how best to
regulate these rentals.
The Commission has heard a variety of viewpoints on this topic. Some argue that private residences
should remain solely for the exclusive use of those who reside there in order to foster neighborhood
stability and residential character, as well as to ensure adequate housing stock in the community.
Others argue that vacation rentals should be encouraged because they often provide more affordable options for families and other coastal visitors of a wide range of economic backgrounds to enjoy the
California coastline. In addition, vacation rentals allow property owners an avenue to use their
residence as a source of supplemental income. There are no easy answers to the vexing issues and
questions of how best to regulate short-term/vacation rentals. The purpose of this letter is to provide
guidance and direction on the appropriate regulatory approach to vacation rentals in your coastal zone areas moving forward.
First, please note that vacation rental regulation in the coastal zone must occur within the context of
your local coastal program (LCP) and/or be authorized pursuant to a coastal development permit
(CDP). The regulation of short-term/vacation rentals represents a change in the intensity of use and of
access to the shoreline, and thus constitutes development to which the Coastal Act and LCPs must apply. We do not believe that regulation outside of that LCP/CDP context (e.g., outright vacation
rental bans through other local processes) is legally enforceable in the coastal zone, and we strongly
encourage your community to pursue vacation rental regulation through your LCP.
The Commission has experience in this arena, and has helped several communities develop successful LCP vacation rental rules and programs (e.g., certified programs in San Luis Obispo and
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Short-Term/Vacation Rentals in the California Coastal Zone term Page 2
Santa Cruz Counties going back over a decade; see a summary of such LCP ordinances on our
website at:
https://documents.coastal.ca.gov/assets/la/Sample_of_Commission_Actions_on_Short_Term_Rentals
.pdf ). We suggest that you pay particular attention to the extent to which any such regulations are susceptible to monitoring and enforcement since these programs present some challenges in those
regards. I encourage you to contact your local district Coastal Commission office for help in such
efforts.
Second, the Commission has not historically supported blanket vacation rental bans under the Coastal Act, and has found such programs in the past not to be consistent with the Coastal Act. In such cases
the Commission has found that vacation rental prohibitions unduly limit public recreational access
opportunities inconsistent with the Coastal Act. However, in situations where a community already
provides an ample supply of vacation rentals and where further proliferation of vacation rentals would
impair community character or other coastal resources, restrictions may be appropriate. In any case, we strongly support developing reasonable and balanced regulations that can be tailored to address
the specific issues within your community to allow for vacation rentals, while providing appropriate
regulation to ensure consistency with applicable laws. We believe that appropriate rules and
regulations can address issues and avoid potential problems, and that the end result can be an
appropriate balancing of various viewpoints and interests. For example, the Commission has
historically supported vacation rental regulations that provide for all of the following:
Limits on the total number of vacation rentals allowed within certain areas (e.g., by
neighborhood, by communitywide ratio, etc.).
Limits on the types of housing that can be used as a vacation rental (e.g., disallowing
vacation rentals in affordable housing contexts, etc.).
Limits on maximum vacation rental occupancies.
Limits on the amount of time a residential unit can be used as a vacation rental during a given
time period.
Requirements for 24-hour management and/or response, whether onsite or within a certain
distance of the vacation rental.
Requirements regarding onsite parking, garbage, and noise.
Signage requirements, including posting 24-hour contact information, posting requirements
and restrictions within units, and incorporating operational requirements and violation
consequences (e.g., forfeit of deposits, etc.) in rental agreements.
Payment of transient occupancy tax (TOT).
Enforcement protocols, including requirements for responding to complaints and enforcing
against violations of vacation rental requirements, including providing for revocation of
vacation rental permits in certain circumstances.
These and/or other provisions may be applicable in your community. We believe that vacation rentals
provide an important source of visitor accommodations in the coastal zone, especially for larger
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Short-Term/Vacation Rentals in the California Coastal Zone term Page 3
families and groups and for people of a wide range of economic backgrounds. At the same time we
also recognize and understand legitimate community concerns associated with the potential adverse
impacts associated with vacation rentals, including with respect to community character and noise
and traffic impacts. We also recognize concerns regarding the impact of vacation rentals on local housing stock and affordability. Thus, in our view it is not an ‘all or none’ proposition. Rather, the
Commission’s obligation is to work with local governments to accommodate vacation rentals in a
way that respects local context. Through application of reasonable enforceable LCP regulations on
such rentals, Coastal Act provisions requiring that public recreational access opportunities be
maximized can be achieved while also addressing potential concerns and issues.
We look forward to working with you and your community to regulate vacation rentals through your
LCP in a balanced way that allows for them in a manner that is compatible with community
character, including to avoid oversaturation of vacation rentals in any one neighborhood or locale,
and that provides these important overnight options for visitors to our coastal areas. These types of
LCP programs have proven successful in other communities, and we would suggest that their approach can serve as a model and starting place for your community moving forward. Please contact
your local district Coastal Commission office for help in such efforts.
Sincerely,
STEVE KINSEY, Chair
California Coastal Commission
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BROWN ACT CURE AND CORRECT
April 22, 2025
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Background
At its March 25, 2025 meeting, the City
Council received a report on the City’s STVR
regulations.
No substantive change was made nor was
staff directed to bring back any changes –
received and filed.
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Background
On April 9, 2025, the City received an anonymous “cure and correct” letter under Government Code 54960.1 of the Brown Act (“Anonymous Letter”).
This anonymous Letter, signed only by a “Concerned Hermosa Beach Property Owner” alleges various Brown Act violations related to the City’s March 25, 2025 meeting and the very same STVR item.
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Discussion
Brown Act provides a mechanism for public demand
that the City cure or correct an action alleged to
have been taken without complying with the Brown
Act.
This procedure allows the City the ability to respond
and take any corrective action as appropriate to
avoid a lawsuit.
Only certain alleged violations of the Brown Act are
subject to this cure and correct procedure.
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Discussion
As explained in the staff report, all of the alleged Brown Act violations found in the anonymous cure and correct letter are either not subject to the cure and correct procedures and/or no Brown Act violation occurred.
Further, the City Council merely received and filed the report and no legislative action/change was taken.
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Recommendations
Acknowledge receipt of cure and correct letter and direct
City Attorney to send a written response via email to the
anonymous email address stating that the City Council will
not “cure and correct” the alleged violations for the
reasons posited in the staff report.
Provide alternative direction.
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