Agenda packet — Palm Springs City Council, June 29, 2023 (part 6 of 8)

PUBLIC INTEGRITY DISCLOSURE

APPLICANT DISCLOSURE FORM

1. Name of Entity

2. Address of Entity (Principle Place of Business)

3. Local or California Address (if different than #2)

4. State where Entity is Registered with Secretary of State If other than California, is the Entity also registered in California?  Yes  No

5. Type of Entity
 Corporation  Limited Liability Company  Partnership  Trust  Other (please specify)

Page 23 of 50 ends

 Other _______________________________

7. Owners/Investors with a 5% beneficial interest in the Applicant Entity or a related entity

EXAMPLE

JANE DOE
[name of owner/investor]
50%, ABC COMPANY, Inc.
[percentage of beneficial interest in entity
and name of entity]
A.
[name of owner/investor] [percentage of beneficial interest in entity and name of entity]
B.
[name of owner/investor] [percentage of beneficial interest in entity and name of entity]
C.
[name of owner/investor] [percentage of beneficial interest in entity and name of entity]
D.
[name of owner/investor] [percentage of beneficial interest in entity and name of entity]
E.
[name of owner/investor] [percentage of beneficial interest in entity and name of entity]

I DECLARE UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING IS TRUE AND CORRECT.

Signature of Disclosing Party, Printed Name, Title Date Deborah Berg
April 29, 2020
Deborah Berg, President
100%, Berg & Associates, Inc.

Item 1U - Page 5

CITY COUNCIL STAFF REPORT
06/29/2023
SUBJECT:

ACCEPTANCE OF THE 2022 PAVEMENT REHABILITATION PROJECT, CITY PROJECT 22-08.

RECOMMENDATION:

Accept the 2022 Pavement Rehabilitation Project, City Project No. 22-08 as completed in accordance with the contract documents; and

1. Authorize the City Engineer to execute and file a Notice of Completion for recordation with the Riverside County Recorder.

2. Attachments
Item 1V

CITY COUNCIL STAFF REPORT
DATE: JUNE 29, 2023 CONSENT CALENDAR
SUBJECT: ACCEPTANCE OF THE 2022 PAVEMENT REHABILITATION PROJECT, CITY PROJECT 22-08
FROM: Scott C. Stiles, City Manager
BY: Engineering Services Department
SUMMARY:

Formal City Council acceptance of the 2022 Pavement Rehabilitation Project, City Project No. 22-08 (“the Project”), is required to document the completion of the public works improvements and to allow for the City’s filing of a Notice of Completion with the Riverside County Recorder in accordance with Section 9200 of the California Civil Code.

RECOMMENDATION:

1. Accept the 2022 Pavement Rehabilitation Project, City Project No. 22-08 as completed in accordance with the contract documents; and

2. Authorize the City Engineer to execute and file a Notice of Completion for recordation with the Riverside County Recorder.

BUSINESS PRINCIPAL DISCLOSURE:

Not Applicable.

BACKGROUND:

On October 27, 2022, the City Council awarded a construction contract in the amount of $6,962,696 to Granite Construction Company (the “Contractor”), for the Project.

STAFF ANALYSIS:

Construction of the Project started in January 2023 and was substantially completed in April 2023. Due to manufacturing delays of certain materials, minor punch list items were completed by early June 2023, but still within the allotted contract time. The project included approximately 1,926,732 million square feet of full pavement reconstruction that Item 1V - Page 1
City Council Staff Report
June 29, 2023 -- Page 2
Pavement Rehabilitation Notice of Completion
covered 75 individual street segments. This is an equivalent of approximately 11 lineal miles of streets being repaved throughout the City.

ENVIRONMENTAL ASSESSMENT:

In accordance with the California Environmental Quality Act (“CEQA”) Guidelines Section 15301 “Existing Facilities”, Class 1 projects consist of the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public structures, facilities, mechanical equipment or topographical features involving negligible or no expansion of existing or former use. Therefore, Staff has determined that the subject Project, is considered categorically exempt from CEQA.

ALIGNMENT WITH STRATEGIC PLANNING:

This item aligns with City Council Priority “Community Infrastructure”, specifically area 2B, 5-Year Capital Improvement Plan (Accelerate Street Paving).

FISCAL IMPACT:

The original contract amount was $6,962,696. During construction, there were quantities that were reduced (less removals than anticipated) or increased (survey monuments and utility issues), but at the end of the project the City obtained a $82,032.28 credit, for a new reduced contract amount of $6,880,663.72. The City is holding retention in the amount of $344,033.20 for Granite Construction Company, pending the acceptance of improvements and filing the Notice of Completion with the County Recorder’s Office. The Project account will be closed out upon final payment to the Contractor.

REVIEWED BY:

City Engineer: Joel Montalvo
Deputy City Manager: Flinn Fagg
City Manager: Scott Stiles
ATTACHMENTS:

A. Notice of Completion
Item 1V - Page 2
Attachment A
Item 1V - Page 3
Name
Street
Address
City &
State

SPACE ABOVE THIS LINE FOR RECORDERS USE

NOTICE OF COMPLETION
(CA Civil Code §§ 8180-8190, 8100-8118, 9200-9208)
NOTICE IS HEREBY GIVEN THAT:

1. The undersigned is an owner of an interest of estate in the hereinafter described real property, the nature of which interest or estate is:
_________________________________________________________________________________ (e.g. fee, leasehold, joint tenancy, etc.)

2. The full name and address of the undersigned owner or reputed owner and of all co-owners or reputed co-owners are:

Name Street and No. City State
__________________________________________________________________________________________________________

3. The name and address of the direct contractor for the work of improvement as a whole is:
__________________________________________________________________________________________________________

4. This notice is given for (check one):
⁭ Completion of the work of improvement as a whole.
⁭ Completion of a contract for a particular portion of the work of improvement (per CA Civ. Code § 8186).

5. If this notice is given only of completion of a contract for a particular portion of the work of improvement (as provided in CA Civ. Code § 8186), the name and address of the direct contractor under that contract is:
___________________________________________________________________________________________________________

6. The name and address of the construction lender, if any, is:
___________________________________________________________________________________________________________

7. On the ____________ day of ___________, 20___, there was completed upon the herein described property a work of improvement as a whole (or a particular portion of the work of improvement as provided in CA Civ. Code § 8186) a general description of the work provided:
___________________________________________________________________________________________________________

8. The real property herein referred to is situated in the City of __________________________, County of ________________________ State of California, and is described as follows:
___________________________________________________________________________________________________________

9. The street address of said property is:
___________________________________________________________________________________________________________

10. If this Notice of Completion is signed by the owner’s successor in interest, the name and address of the successor’s transferor is:
___________________________________________________________________________________________________________ I certify (or declare) under penalty of perjury under the laws of the State of California that the foregoing is true and correct.

Date: _______________________________________ By: ________________________________________________________ Signature of Owner or Owner’s Authorized Agent
City of Palm Springs

Page 1 of 2 ends

Recording Requested By:

When Recorded Mail To:

Item 1V - Page 4

Page 2 of 2 ends

VERIFICATION
I, _______________________________________________, state: I am the ________________________________ __ (“Owner∫, “President”, “Authorized Agent”, “Partner”, etc.) of the Owner identified in the foregoing Notice of Completion. I have read said Notice of Completion and know the contents thereof; the same is true of my own knowledge.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct.

Executed on _______________________, _______ (date), at _____________________________________________________ (City), ________ (State). ______________________________________________________
Signature of Owner or Owner’s Authorized Agen
Joel Montalvo/City Engineer
City of Palm Springs

PROOF OF SERVICE DECLARATION
a.
b.
c. ⁭
_____________________________________________________________ (Signature of Person Making Service)

STATE OF CALIFORNIA
COUNTY OF ______________________________________
On _________________________________________, ________ (date), before me, ____________________________________________, Notary Public (name and title of officer) personally appeared __________________________________________who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PURJURY under the laws of the State of California that the foregoing paragraph is true and correct.

Witness my hand and official seal.
_____________________________________________
Signature
A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

Item 1V - Page 5
Pavement Rehabilitation Street List, CP 22‐08

ID STREET FROM TO
1 CERRITOS DRIVE N/S VISTA CHINO S/S VIA ESCUELA
2BARISTO ROAD W/S CIVIC DRIVE W/S EL CIELO ROAD
3 RAMON ROAD FRONTAGE (N. SIDE) W/S COMPADRE ROAD 643'' W/O COMPADRE ROAD 4STEVENS ROAD W/S N INDIAN CANYON DRIVE E/S N PALM CANYON DRIVE 5ANDREAS ROAD 614'' W/O SUNRISE WAY E/S HERMOSA DRIVE
6DUNHAM ROAD E/S ANDREAS HILLS ROAD E END (CDS)
7 CALLE LILETA E/S AVENIDA ELEANOR S/S ARENAS ROAD
8 CALLE DE RICARDO E/S AVENIDA EVELITA W/S PASEO DOROTEA 9CAMINO PAROCELA E/S EL PLACER ROAD W/S AVENIDA EVELITA 10 FRANCIS DRIVE E/S INDIAN CANYON DRIVE W/S AVENIDA CABALLEROS 11 EAST PALM CANYON FRONTAGE ROAD E/S LINDEN WAY E END
12 MORONGO ROAD E/S S PALM CANYON DRIVE W/S PALO VERDE AVENUE 13 CANYON VISTA DRIVE E/S S PALM CANYON DRIVE W/S SIERRA MADRE 14 PASEO BARBARA E/S VIA ROBERTO MIGUEL E END
15 SANDIA ROAD E/S VIMINAL ROAD W/S VOLTURNO ROAD
16 SAN JUAN ROAD E/S VOLTURNO ROAD W/S WHITEWATER CLUB DRIVE 17 VENTURA ROAD E/S VOLTURNO ROAD W/S WHITEWATER CLUB DRIVE 18 E Camino Pelicano N Camino Condor N Calle Quetzal
19 CHIQUITA CIRCLE N/S ALEJO ROAD N END (CDS)
20 LUJO CIRCLE N/S ALEJO ROAD N END (CDS)
21 SATURMINO CIRCLE N/S ALEJO ROAD N END (CDS)
22 TERCERO CIRCLE N/S ALEJO ROAD N END (CDS)
23 EL DORADO BOULEVARD N/S COROZON AVENUE S/S TRAMVIEW ROAD 24 LINDEN WAY N/S EAST PALM CANYON DRIVE S/S SEVEN LAKES DRIVE 25 CALLE LORO N/S EL ALAMEDA N END (CDS)
26 CIBOLA CIRCLE N/S EL ALAMEDA N END (CDS)
27 BUTTONWILLOW CIRCLE N/S EL ALEMEDA N END (CDS)
28 CAMINO CONDOR N/S EL ALEMEDA N END (CDS)
29 VIA DONNA N/S PASEO EL MIRADOR S/S DEEPAK ROAD
30 LAWRENCE CIRCLE N/S ROSA PARKS ROAD N END
31 HOWARD N/S ROSA PARKS ROAD N END
32 LOS ALAMOS ROAD N/S SAN JUAN ROAD S/S VIA ESCUELA
33 SAN ANTONIO ROAD N/S SAN JUAN ROAD S/S VIA ESCUELA
34 CALLE QUETZAL N/S TAMARISK ROAD S/S EL ALAMEDA
35 SAN CLEMENTE ROAD N/S VENTURA ROAD S/S VINCENTIA ROAD 36 VIA NEGOCIO N/S VISTA CHINO E/S SUNRISE WAY
37 HERMOSA DRIVE N/S VISTA CHINO N/S VIA ESCUELA
38 VOLTURNO ROAD N/S VISTA CHINO S/S VIA ESCUELA
39 HERMOSA DRIVE S/S ALEJO ROAD N/S AMADO ROAD
40 CALLE PALO FIERRO S/S CAMINO PAROCELA N/S SUNNY DUNES ROAD 41 CAMINO CONDOR S/S EL ALAMEDA N/S CAMINO PELICANO
42 CYPRESS ROAD S/S JOYCE DRIVE N/S FRANCIS DRIVE
43 AURORA DRIVE S/S RACQUET CLUB ROAD N/S VIA ESCUELA DRIVE 44 CALLE ENCILIA S/S RAMON ROAD N/S CAMINO PAROCELA
45 BISKRA ROAD S/S TACHEVAH DRIVE N/S EL ALAMEDA
46 QUINCY WAY S/S TAMARISK ROAD S END (CDS)
47 BEDFORD DRIVE S/S THERESA DRIVE N/S SUNNY DUNES ROAD 48 SAN GORONIO ROAD S/S VENTURA ROAD N/S VINCENTIA ROAD 49 SAN CLEMENTE ROAD S/S VIA ESCUELA N/S SAN JUAN ROAD
50 SAN GORONIO ROAD S/S VIA ESCUELA N/S SAN JUAN ROAD
51 MIRA VISTA WAY S/S VIA ESCUELA S/S MARISCAL ROAD
52 S PEQUENO CIRCLE S/S VIA ESTRELLA S. END (CDS)
53 VISTA VESPERO S/S VIA LAS PALMAS N/S CAMINO SUR

Page 1 of 2 ends

Item 1V - Page 6
Pavement Rehabilitation Street List, CP 22‐08

ID STREET FROM TO
54 LOS ALAMOS ROAD S/S VINCENTIA ROAD N/S VENTURA ROAD
55 SAN ANTONIO ROAD S/S VINCENTIA ROAD N/S VENTURA ROAD 56 EL PORTAL W/S PALM CANYON DRIVE E/S MESA DRIVE
57 FUERTE CIRCLE W/S AURORA DRIVE W END (CDS)
58 MENLO CIRCLE W/S BOB O'' LINK LANE W END (CDS)
59 EL ALAMEDA W/S CALLE QUETZAL E/S CERRITOS ROAD
60 EL ALAMEDA W/S CERRITOS ROAD E/S SUNRISE WAY
61 CHIA ROAD W/S CERRITOS ROAD E/S SUNRISE WAY
62 PALM VISTA DRIVE W/S GRANADA AVENUE N/S COROZON AVENUE 63 DEL PASO WAY W/S HERMOSA DRIVE W END (CDS)
64 SANTA CATALINA ROAD W/S INDIAN CANYON DRIVE W/S VIRGINIA ROAD 65 YORBA ROAD W/S LOS FELICES ROAD E/S PALM CANYON DRIVE 66 VERADA SUR W/S PALM CANYON DRIVE E/S CAMINO CENTRO
67 CAMINO SAN SIMEON W/S PASEO DOROTEA ‐ SCHOOL E/S AVENIDA EVELITA 68 ARENAS ROAD W/S PASEO ROSETA E/S CALLE FELICIA
69 VERNA COURT W/S QUINCY WAY W END (CDS)
70 LAUREL CIRCLE W/S STARR ROAD W END (CDS)
71 ANDREAS ROAD W/S SUNRISE WAY 614'' W/O SUNRISE WAY
72 SAN ANGELO ROAD W/S VOLTURNO ROAD E/S VIMINAL ROAD
73 CHRISTINA WAY WS/ VIA DONNA N END (CDS)
74 ESTIO CIRCLE W/S AURORA DRIVE W END (CDS)
75 DURO CIRCLE W/S AURORA DRIVE W END (CDS)

Page 2 of 2 ends

Item 1V - Page 7

CITY COUNCIL STAFF REPORT
06/29/2023
SUBJECT:

ACCEPTANCE AND FILING OF THE 2023 PAVEMENT MANAGEMENT

PROGRAM REPORT
RECOMMENDATION:

Accept and file the 2023 Pavement Management Program Report.

Attachments
Item 1W

CITY COUNCIL STAFF REPORT
DATE: JUNE 29, 2023 CONSENT CALENDAR
SUBJECT: ACCEPTANCE AND FILING OF THE 2023 PAVEMENT MANAGEMENT

PROGRAM REPORT
FROM: Scott C. Stiles, City Manager
BY: Engineering Services Department
SUMMARY:

The re-evaluation of the condition of City streets has been completed and the results are presented in the 2023 Pavement Management Program Update (Attachment A). A summary of the results and recommendations for treatments are summarized here in the Staff Report.

RECOMMENDATION:

Accept and file the 2023 Pavement Management Program Report.

BUSINESS PRINCIPAL DISCLOSURE:

Not Applicable.

BACKGROUND:

The City has approximately 245 miles (as measured by the centerline of street) of paved streets divided into 1,416 pavement management segments. Table 1 below breaks down the City’s roadways and groups them by classification:

Classification Total
Sections
Total CL
Miles
Total Area
(SF) % of Network
Arterial 2 0.5 82,944 0.20%
Urban Principal Arterial 141 42.3 13,352,610 17.26%
Collector 198 44.6 9,990,438 18.20%
Residential/Local 1071 157.6 27,214,296 64.30%
Other 4 0.1 32,948 0.04%
Totals 1416 245.1 50,673,236 100.00%
Table 1
Item 1W - Page 1
The City relies on two industry acceptable methods to maintain our network of streets.

The first is the slurry seal program and the second is the pavement reconstruction program. The annual slurry seal program provides routine maintenance of City streets. A slurry seal, a mixture of sand and emulsified asphalt (oil) spread over the top of existing asphalt concrete, is the best way to maintain paved streets because the slurry seal rejuvenates the existing asphalt in the pavement and prevents further deterioration and aging. If applied every 5 to 7 years, the condition of the pavement is maintained.

However, a slurry seal is not appropriate for paved streets that have experienced more extensive deterioration, evident through extensive cracking, raveling, rutting, potholes and other damage to the pavement. On these streets, depending on the extent of the pavement damage, the surface of the pavement is ground down and a new layer of asphalt pavement is applied over the existing surface. In the worst condition, paved streets should be entirely removed and reconstructed.

The City determines which treatment method to apply based on the condition of the street and our Pavement Management Program (PMP) software.

The City has been using PMP software since early 1990 to identify the condition of the streets, to prioritize use of the City’s limited funds for street maintenance. The software is one of the components which makes up and organizes a PMP. The other vital component is the physical assessment of City streets by categorizing different types of street distresses and estimated percentage of distressed conditions. The assessment data is then input into the software which calculates the Pavement Condition Index (PCI) of the street segment.

The PCI is an overall measure of the condition of the street surface based on a scale of zero (0 = Very Poor/ Failed) to one hundred (100 = Good). Table 2 provides a brief description of the different distresses generally found in each PCI range.

PCI Range Grade Condition Description
90-100 A Good Little or no distress.
70-89 B Satisfactory
Little or no distress, with the exception of utility
patches in good condition, or minor to moderate
hairline cracks; typically, lightly weathered.
50-69 C Fair Light to moderate weathering, light load-related base failure, moderate linear cracking.
25-49 D Poor Moderate to severe weathering, moderate levels of base failure, moderate to heavy linear cracking.
0-24 E Very Poor
Extensive weathering, moderate to heavy base
failure, failed patches, extensive network of
moderate to heavy linear cracking.

Table 2
Item 1W - Page 2
Typical pavement failures are identified and shown below on Figure 1.

Alligator Cracking Block Cracking
Weathering Distortions

Patching and Utility Cuts Rutting and Depressions
Raveling Longitudinal and Transverse Cracking
Figure 1
Item 1W - Page 3
In 2008, the City completed and published the Pavement Management System – May 2008, a Comprehensive Report on the Current Condition of City Streets. The 2008 Report was an update to the 2001 PMP. The overall Citywide PCI score at the time was 73.

In 2014, the City commissioned an update of the 2008 Comprehensive Report to reevaluate the condition of all City streets. The update, prepared by Harris & Associates (Harris), was completed in 2015 (the “2015 Report”). The 2015 Report identified an overall Citywide PCI score of 69.

In 2018, the City commissioned an update of the 2015 Report to re-evaluate City streets prepared by Harris & Associates. That update was completed in January of 2019 (the “2018 Report”). The 2018 Report determined that the Citywide PCI score was 73.

In 2022, the City commissioned an update of the 2018 Report to re-evaluate City streets prepared by Harris. The most recent update was completed in May of 2023 (the “2023 Report”). The 2023 Report determined that the Citywide PCI score was 66. The report also provides additional treatment methods that Staff can include in its PMP to cover more streets (see Table 3).

Condition Grade PCI Range Typical Maintenance Treatment Good A 90-100 • Do nothing
Satisfactory B 70-89 • Slurry Seal & Crack Seal
Fair C • Edge Grind and 2" Overlay 60-69
50-59
Poor D 25-49 • AC Surface Reconstruction
Very Poor E 0-24 • Full Depth AC and base Reconstruction • Reconstruction Structure (PCC)
•
•
Table 3
It is appropriate to discuss why the PCI score has fluctuated between 66-73 over the last 16 years. Unfortunately, the answer is not simple nor linear as it is multifaceted, with several variables impacting how the final PCI score is presented in each report. The first noticeable change in PCI occurred between the 2008 and 2015 reports. The explanation for this drop in PCI score could be related to the change in consultants. In 2015, the City hired Harris (a new consultant) to produce a comprehensive Pavement Management Program. The result of their work produced a report that showed a drop in PCI score from 73 to 69.

In 2018, another change in the PCI was noticed. For the 2018 report, the City used the same consultant, but Harris recommended the City switch to different software called StreetSaver™. The increase in PCI from 69 to 73 could be attributed to the new software along with increased spending in street reconstruction. The most recent change in PCI score from 73 to 66 could be attributed to physical inspections of the street surfacing rather than relying solely on the software to assign the scores. For the 2023 report, Harris Item 1W - Page 4
has inspected all street segments that have not been repaved in the last five years in addition to utilizing the software to determine and assign the PCI scores.

STAFF ANALYSIS:

Between the 2018 Report and the 2023 Report, the City completed approximately 8.6M square feet of reconstructed street segments and approximately 9.3M square feet of slurry sealed street segments, which makes up 35% of the Citywide street network. This is in comparison to 40% between 2013 to 2018 of streets worked on and completed. In total, 75% of the total street network has had a reconstruction or slurry treatment method applied.

Table 4 below shows the overall street condition breakdown per street classification.

Residential streets make up over half of the City’s pavement projects to date.

Street Condition by Type
Condition PCI Grade Arterial UPA Collector Residential Other Totals Good 90-100 A 0.00% 0.07% 0.54% 8.15% 0.00% 8.76%
Satisfactory 70-89 B 0.00% 5.91% 5.57% 20.52% 0.01% 32.01% Fair 50-69 C 0.16% 12.32% 9.47% 20.16% 0.01% 42.12%
Poor 25-49 D 0.00% 7.72% 4.01% 4.85% 0.04% 16.62%
Very Poor 0-24 E 0.00% 0.35% 0.12% 0.02% 0.00% 0.49%
Totals 0.16% 26.37% 19.71% 53.70% 0.06% 100.00%
Table 4
Note that the life cycle of treatment methods varies between 7 to 14 years and is adversely affected by frequency of use, loading, and weathering. Studies have shown that the life cycle of pavement falls in a particular pattern over time. A street’s pavement begins its life in excellent condition and generally remains in excellent condition for a few years without the need of any maintenance.

Over time, however, the condition of the street starts to worsen and the rate at which its pavement condition deteriorates increases dramatically. As a street continues to deteriorate, the quantity and costs of maintenance also increases. Figure 3 is a typical pavement life cycle curve, shown as a graph of pavement condition versus time.

It is important to note in Figure 3 that as you follow the deterioration curve over time, the first 40% drop in quality occurs over the first 75% of the street pavement’s life, while the next 40% drop in quality happens rather quickly in the following 5-6 years. The pavement treatments for streets in the “Satisfactory” category is significantly less expensive than the costs for pavement treatments further along the deterioration curve, in the “Poor” and “Very Poor” categories. Applying a treatment like a slurry seal early in the pavement life cycle is a cost-effective way to extend the life of the street.

Item 1W - Page 5
Figure 3
The 2023 Report includes several budget scenarios for the next five (5) years and their impact on the current PCI score of 66, described as follows:

1. No Funds allocated ($0): PCI decreases to 56.

2. Current Annual Budget allocation ($6M reconstruction, $1M preventative maintenance): PCI decreases to 63.

3. Maintain PCI (allocate $8.75M): PCI remains at 66.

4. Five-Point Increase in PCI (allocate $15.5M): PCI increases to 71.

5. Unconstrained Budget (allocate $29.3M): PCI increases to 82.

The 2023 Report presents a budget needs analysis that projects the total budget needed to bring the City’s pavement system to a condition where most of the pavement sections require only preventive maintenance that is equal to a PCI score of 70. The goal of the PMP is to get to a PCI of 70 because the cost to maintain the PCI of 70 is less than the cost to continue to bring the PCI up from a lower score.

We should not focus on the fact that the City’s overall PCI score is only 66 but consider that in the absence of any pavement maintenance, all City streets naturally degrade due to continued aging of the asphalt pavement concrete. As the City reconstructs streets with lower PCI scores, funding will transition to preventive maintenance at a lower cost.

For Fiscal Year 23/24, Staff budgeted $12M ($9M reconstruction, $3M preventative maintenance) for the pavement management program. For Fiscal Year 24/25, Staff programed $6M in reconstruction and $1M in preventative maintenance. Over the next 6 months, Staff will review and discuss with the Measure J Commission the potential to Item 1W - Page 6
(Approx. PCI)
Good
(90)
Satisfactory
(70)
Fair
(50)
Poor
(25)
Very Poor
(0)
40%

DROP IN

QUALITY
4 75% OF

PAVEMENT
LIFE
8 Crack Seal/ Slurry Seal & Crack Seal / Edge Grind and 2" Overlay Slurry Seal & Crack Seal / Edge Grind and 2" Overlay
40%

DROP IN

QUALITY
12 Pavement Age (Years)
16 AC Surface Reconstruction 3"-6"
Mill 2"-4" and Construct 3"- 6" AC
FDR Reconstruction 3"-6"AC/
4"-6"FDR Base Pulvrz 6" 10",
Remove 2"- 4",
Construct 3"-6" AC /Reconstruction
tru re (PCC)
20 increase funding from $6M to $9M for street reconstruction and explore funding sources to increase preventative maintenance from $1M to $2-$3M.

Staff supports the recommendation from the 2023 Report to try and spend $12M a year for pavement management so long as the City budget supports the funding. The 2023 Report suggests that $12M a year will yield an average PCI score of 68 over the next 5 years. It is worth repeating that the City’s strategy to invest in pavement management allows for the deferred maintenance backlog to shrink while allowing for the preventative maintenance to increase at an overall lower cost.

ENVIRONMENTAL ASSESSMENT:

In accordance with the California Environmental Quality Act (“CEQA”) Guidelines the requested City Council action is not a “Project” pursuant to Section 15378(b)(5).

Organizational or administrative activities of governments that will not result in direct or indirect physical changes in the environment are not considered a “Project”.

ALIGNMENT WITH STRATEGIC PLANNING:

Community Infrastructure – (2A) Prioritize deferred maintenance.

FISCAL IMPACT:

There is no immediate fiscal impact accepting the 2023 Report. However, over time, the 2023 Report will guide the amount of funds for pavement management to be programmed in the City’s budget.

REVIEWED BY:

City Engineer: Joel Montalvo
Deputy City Manager: Flinn Fagg
City Manager: Scott Stiles
ATTACHMENTS:

A. 2023 PMP Report
Item 1W - Page 7
City of Palm Springs
Final Report
2022-23
Pavement Management
Program Update
May 19, 2023
Prepared by:

Item 1W - Page 8
B Harris & Associates,.

TABLE OF CONTENTS
List of Tables & Figures
Acronyms & Abbreviations
Executive Summary ............................................................................................................................... 1 Purpose ................................................................................................................................................... 1 Network Description .............................................................................................................................. 2 Existing Pavement Condition ................................................................................................................ 2 Pavement Management Strategy ............................................................................................................ 3 Budget Needs ......................................................................................................................................... 5 Budget Analysis/Scenarios .................................................................................................................... 6 Program Budget Options and PMP Suggestions .................................................................................... 9 Appendix I – Pavement Condition Index & Remaining Service Life Section PCI/RSL Listing Report
2023-2023 PCI Map

LIST OF TABLES
Page
Table 1 Pavement Mileage by Functional Class .................................................................................... 2 Table 2 Network Replacement Value .................................................................................................... 2 Table 3 PCI Breakdown Descriptions .................................................................................................... 2 Table 4 PCI by Functional Class............................................................................................................ 3 Table 5 Percentage of Network Area by Functional Class and Condition Category ............................. 3 Table 6 Agency’s Maintenance Treatments by Condition Category ..................................................... 5 Table 7 Budget Needs Analysis ............................................................................................................. 6

LIST OF FIGURES
Figure 1 Centerline Miles of Street by Condition .................................................................................. 3 Figure 2 Pavement Management – Applying Cost Effective Treatment ............................................... 4 Figure 3 PCI Chart ................................................................................................................................. 8 Figure 4 Deferred Maintenance Chart ................................................................................................... 8

ACRONYMS & ABBREVIATIONS
AC: Asphalt Concrete GIS: Geographic Information System AB: Asphalt Base OL: Overlay
CIP: Capital Improvement Plan PCC: Portland Cement Concrete DM: Deferred Maintenance PCI: Pavement Condition Index
FC: Functional Classification PM: Preventative Maintenance FDR: Full Depth Reclamation PMP: Pavement Management Program GASB: Governmental Accounting Standards Board ST: Surface Type Item 1W - Page 9
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City of Palm Springs, 2022-23 Pavement Management Program Update, Final Report– May 19, 2023

EXECUTIVE SUMMARY
In December 2022 to January 2023, Harris & Associates updated the Pavement Management Program (PMP) for the City of Palm Springs. For this update the entire network (approximately 245 centerline miles) was surveyed.

Prior to field condition surveys, maintenance and rehabilitation were provided to Harris by the City to update in the database. This consisted of approximately 53 centerline miles (336 sections) of streets receiving various types of treatments in 2019-2022. The PMP provides a management tool to inventory street pavement, assess pavement condition, record historical maintenance, forecast budget needs, and view impacts of funding on citywide pavement condition over time.

The PMP is also a software-based tool for analyzing pavement conditions and recommending rehabilitation strategies based on funding levels. The software focuses on providing cost effective recommendations that enhance the overall system Pavement Condition Index (PCI). In general, asphalt concrete pavement deteriorates over time by both traffic loading and weathering. The Metropolitan Transportation Commission (MTC) software recommends that 10% of the budget to be put towards preventive maintenance treatments* such as surface seals or crack seals. The remaining budget is allocated to more expensive asphalt concrete overlays and reconstructions. Preventive maintenance treatments are important because they can sustain a street’s PCI at a high level at a relatively low cost. Preventive maintenance treatments can be applied to many streets (large pavement area) for a fraction of the cost to overlaying a single asphalt street (small pavement area). The City currently uses MTC’s Pavement Management System StreetSaver® online version. The City uses the software to help make cost-effective decisions related to the street network, maximizing the City’s return on investment from available maintenance and rehabilitation funds; generating a prioritized plan and identifying specific areas in need of maintenance and rehabilitation.

For the City of Palm Springs, the following five annual budget scenarios were generated with 10% of the annual budget applied towards preventative maintenance.

1. No Funds ($0) PCI decreases to 56

2. Current Annual Budget ($6M Rehab, $1M Preventative Maintenance) PCI decreases to 63

3. Maintain PCI ($8.75M) PCI remains at 66

4. Five Point Increase in PCI ($15.5M) PCI increases to 71

5. Unconstrained Budget ($29.3M) PCI increases to 82

PURPOSE
The Pavement Management Program assists the City by providing current distress survey data used to evaluate current pavement conditions. This helps to maintain an agency-defined desirable level of pavement performance while optimizing the expenditure of limited fiscal resources. A PMP system is also required to be eligible to apply and obtain federal funds. Specifically, the program provides administrators and maintenance personnel with:

1. A current inventory of all public roadways

2. The current pavement condition for all public roadways

3. A project list of all pavement segments in need of maintenance, rehabilitation, or replacement

4. The most cost-effective level of maintenance or repair appropriate at the time of the survey

5. A forecast of budget needs for maintenance, rehabilitation, or replacement of deficient pavement sections for a selected time period, at various alternative overall condition levels

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City of Palm Springs, 2022-23 Pavement Management Program Update, Final Report– May 19, 2023

NETWORK DESCRIPTION
The City of Palm Springs’s pavement network is comprised of approximately 245 centerline miles and is divided into 1416 pavement management segments. To assist in planning maintenance needs, the City's streets were grouped according to functional class. Table 1 (below) shows the City’s pavement mileage by functional class.

Table 1
Pavement Mileage by Functional Class
Classification Total Sections Total CL Miles Total Area (SF) % of Network Arterial 2 0.5 82, 0.20%
Urban Principal Arterial 141 42.3 13,352, 17.26%
Collector 198 44.6 9,990,4 18.20%
Residential/Local 1071 157.6 27,214,2 64.30%
Other 4 0.1 32, 0.04%
Totals 1416 245.1 50,673,2 100.00%
The City’s pavement network has a current reconstruction value of over $352 million. The current network reconstruction value is shown in Table 2 (below). It is important to consider the overall investment the City has in its pavements. The unit cost to repair a street segment in very poor condition category ranges is from $6.50- $22.00 per square foot or $54.00-$81.00 per square yard. The cost to reconstruct all streets is over $352 million.

Table 2
Functional Class Surface Type Lane Miles Unit Cost/Square Foot Pavement Area (in SF) Cost to Replace Arterial AC 0.9 $9.00 82,944 $746,496
AC 85.7 $6.50 8,935,219 $58,078,924
AC/AC 8.7 $6.50 860,289 $5,591,879
PCC 2.5 $18.00 194,930 $3,508,740
AC 0.3 $7.00 32,948 $230,636
AC 276.3 $6.00 23,878,468 $143,270,808
AC/AC 38.1 $6.00 3,288,463 $19,730,778
Other PCC 0.7 $16.00 47,365 $757,840
AC 150.5 $9.00 13,147,086 $118,323,774
AC/AC 2.2 $9.00 195,324 $1,757,916
PCC 0.1 $22.00 10,200 $224,400
Grand Total 566.1 $352,222,190 50,673,236
Network Reconstruction Value
Urban Principal Arterial
Collector
Residential

EXISTING PAVEMENT CONDITION
The Pavement Condition Index (PCI) is an overall measure of the condition of the street surface based on a scale of zero (0) (Very Poor/ Failed) to one hundred (100) (Good). Table 3 (below) provides a brief description of the different distresses generally found in each PCI range.

Table 3
PCI Breakdown Descriptions
PCI Grade Condition Description
90-100 A Good Little or no distress.
70-89 B Satisfactory Little or no distress, with exception of utility patches (good condition), or minor/moderate hairline cracks; typ. lightly weathered. 50-69 C Fair Light to moderate weathering, light load-related base failure, moderate linear cracking.
25-49 D Poor Moderate to severe weathering, moderate levels of base failure, moderate to heavy linear cracking.
0-24 E Very Poor Extensive weathering, moderate to heavy base failure, failed patches, extensive network of moderate to heavy linear cracking.

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City of Palm Springs, 2022-23 Pavement Management Program Update, Final Report– May 19, 2023 Upon completion of this survey, a PCI was calculated for each PMP segment. A PCI of 0 would correspond to a badly deteriorated pavement with no remaining service life whereas a PCI of 100 would correspond to a pavement with no observed distresses. The Citywide average Pavement Condition Index (PCI) is 66. ‡PCI’s for the City’s pavement network were based on a visual distress rating system. The overall condition of City of Palm Springs’s street network rests in the “Fair” range. City of Palm Springs’s average PCI condition by functional class can be found in Table 4 (below). Figure 1 (below) shows the City’s total pavement mileage by condition category.

Table 4 Figure 1
PCI By Functional Class

CLASSIFICATION PCI
Arterial 60
Urban Principal Arterial 57
Collector 62
Other 54
Residential/Local 71
Overall Network 66
Table 5 (below) breaks down the percentage of the street network by functional class (by area) in each condition category.

Table 5
Condition Class PCI Range Grade Arterial Collector Other Residential Urban Principal Arterials Total
Good 90-100 A 0.00% 0.54% 0.00% 8.15% 0.07% 8.76%
Satisfactory 70-89 B 0.00% 5.57% 0.01% 20.52% 5.91% 32.02% Fair 50-69 C 0.16% 9.47% 0.01% 20.16% 12.31% 42.11%
Poor 25-49 D 0.00% 4.01% 0.04% 4.85% 7.72% 16.62%
Very Poor 0-24 E 0.00% 0.12% 0.00% 0.02% 0.35% 0.49%
Totals 0.16% 19.70% 0.06% 53.67% 26.40% 100.00%
Percentage of Network Area by Functional Class and Condition Category After the survey distress data was entered into the program, a distress rating was calculated for each PMP segment. The distress rating was calculated using MTC’s developed algorithms. The algorithms initially assign each pavement segment a score of 100 and then deducts point values based on the pavement distresses found within the segment weighted by the quantity of each distress. The algorithms assign deduct values based on the severity and the density of each distress. The algorithms weigh the total deduct value within a segment and then calculate a total distress rating between 0 (Very Poor/Failed) and 100 (Good).

PAVEMENT MANAGEMENT STRATEGIES
A visual survey of the City’s entire network was conducted to assess the existing surface condition of each individual pavement segment within the street network. Data, including distress types and quantities, segment length and width, etc. were collected/verified for all surveyed streets. Data was categorized by street name and “pavement” segment. PMP segment limits were identified by determining the logical maintenance practices that would be applied to each street and may vary from street to street, i.e. intersection to intersection, change in pavement width, drainage conditions, crown of the roadway, etc. Pavement rating is conducted on inspection units. An inspection unit is a small segment of the pavement or management section selected of convenient size

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Centerline Miles of Streets by Condition
Very Poo1·

1.29 Good - A (90- 100)
Sa isfucto y - B (70-89)
ir - C (50 -69)
D P oOl' - D (25 -49)
Very PoOl'- E (0-24)
City of Palm Springs, 2022-23 Pavement Management Program Update, Final Report– May 19, 2023 that is then assessed in detail. When updating maintenance information in the StreeSaver program, the program projects the PCI based the maintenance type (localized treatment, surface seals, rehab and reconstruction) and on the current PCI at the time the maintenance occurred. While in the field, Harris was asked to verify if treatment was done as the treatment types and dates provided were approximate and may need some adjustments based on field review. It was found that several sections appeared to have lower PCIs than projected and treatment was not yet completed. The treatment information for such streets were removed from the database.

Once the PCI’s have been calculated for all the PMP segments, budget analyses and workload predictions can commence. Predictions of future pavement performances were based on a pavement deterioration curve developed by MTC. As a pavement ages, the system predicts the PCI of the pavement based on the deterioration curves. Studies have shown that the life cycle of a pavement falls in a particular pattern over time. Please note that this figure is not to scale. A street’s pavement begins its life in excellent condition and generally remains in excellent condition for a few years without the need of any maintenance. Over time, however, the condition of the street starts to worsen and the rate at which its pavement condition deteriorates* will increase dramatically as the street passes the midpoint of its life. As a result of this continued deterioration, the quantity and cost of the maintenance activities needed to rehabilitate the pavement will increase in both scope and costs. It is at this half way point that pavement repair options must be weighed. Figure 2 on the follow page shows the effects of applying treatments.

Figure 2
Questions must be asked such as: Will the investment related to a preventive maintenance treatment be offset by the opportunity cost of not doing such a repair? Is the pavement in such a state that it would be better to simply wait until the pavement completely deteriorates before making the repair? The answers depend upon the individual pavement segment. Figure 3 (above) illustrates the benefit of addressing pavement concerns before the * A typical pavement section will deteriorate 40% in the first 75% of its lifespan. However, that same pavement section, if untreated, will experience another 40% reduction in overall quality in only the next 12% of lifespan, effectively deteriorating an equivalent amount in only one-sixth (1/6) of the time.

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PAVEMENT

CONDITION
(Approx. PCI)
Good
(90)
Satisfact o ry
(70)
Fair
(50)
Poor
(25)
Very Poor
(0)
Pavement Life Cycle
40%

DROP IN

QUALITY
4 75% OF

PAVEMENT
LIFE
8 AGENCY'S RECOMMENDED TREATMENT
Crack Seal/ Slurry Seal & Crack Seal / Edge Grind and 2" Overlay Slurry Seal & Crack Seal / Edge Grind and 2" Overlay
40%

DROP IN

QUALITY
12 Pavement Age (Years)
16 AC Surface Reconstruction 3"-6"
Mill 2"-4" and Construct 3"- 6" AC
FDR Reconstruction 3"-6"AC/
4"-6"FDR Base Pulvrz 6" 10",
Remove 2"- 4",
Construct 3"-6" AC /Reconstruction
tru re (PCC)
20 City of Palm Springs, 2022-23 Pavement Management Program Update, Final Report– May 19, 2023 pavement condition reaches a poor or failed state. Maintenance activities increase the PCI value as they are applied to the segment and thus extend the pavement’s life. By allowing pavements to deteriorate, streets that once might cost $3.00/SY to slurry and crack seal may soon cost $63.00/SY for an AC surface reconstruction or $81.00/SY to for FDR reconstruction.

In other words, delays in repairs can result in very large cost increases. It is not simply “pay today or pay tomorrow” but rather a “pay today or pay more tomorrow” proposition. Overall pavement maintenance costs are greatly reduced by the timely application of crack seals and slurry/micro seals before the subgrade fails and requires a total pavement reconstruction. Table 6 (below) describes the condition categories, their equivalent PCI range, and typical prescribed maintenance treatments:

Table 6
Agency’s Maintenance Treatments By Condition Category
Condition Grade PCI Range Typical Maintenance Treatment Good A 90-100  Do Nothing.

Satisfactory B 70-89  Slurry Seal & Crack Seal
 Edge Grind and 2" Overlay Fair C 60-69
50-59  Edge Grind and 2" Overlay
Poor D 25-49  AC Surface Reconstruction
Very Poor E 0-24  FDR Reconstruction
 Reconstruction Structure (PCC)
This survey showed that approximately 25 miles of the City’s streets are in the “Good” condition category, approximately 83 miles are in the “Satisfactory” category, approximately 101 miles are in the “Fair” condition category, approximately 35 miles are in the “Poor” condition category there are about 1 mile of street in the “Very Poor” condition category.

BUDGET NEEDS
Following the treatment strategy described in Table 6 (above) the PMP software generated a Budget Needs analysis. The Budget Needs analysis projects the total budget needed to bring the City’s pavement system to a condition where most pavement sections require only preventive maintenance (i.e., PCI = 70 or higher). It is cost effective to keep pavement segments at or above a 70 PCI because the cost to maintain a high PCI is less than to bring a low PCI to a high PCI.

The Budget Needs Average is defined as the cumulative budget needs divided by the number of years in the analysis period (5 years). For this update, the Budget Needs Average was about $29.3 million per year. After the Budget Needs was calculated, Budget Scenarios were ran to determine the funding levels required to maintain and/or improve the current PCI level and generate a list of street maintenance for the next five (5) years. The software analyzed each pavement management segment and assigned each with a specific maintenance treatment (including do nothing) in order to maximize the improvement of the entire pavement network. Maintenance treatments were allocated to as many PMP segments as the annual budget would allow. The budget scenarios tested were calculated utilizing a 10% fixed preventative-maintenance-split, 5% interest, and 5% inflation.

Citywide maintenance needs (over five years) was calculated to be approximately $147 million. The results of the budget needs analysis are summarized in Table 7 (below).

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City of Palm Springs, 2022-23 Pavement Management Program Update, Final Report– May 19, 2023 Table 7
Year PCI (Treated) Untreated PCI Preventative Maintenance Rehab Total Needs 2023 79 66 $1,266,343 $57,554,072 $58,820,415
2024 79 64 $542,570 $20,560,642 $21,103,212
2025 80 61 $2,851,373 $15,472,635 $18,324,008
2026 81 59 $3,506,413 $20,211,888 $23,718,301
2027 83 56 $6,808,173 $17,798,495 $24,606,668
Totals N/A N/A $14,974,872 $131,597,732 $146,572,604
Budget Needs
Preventative Maintenance (PM) is a schedule of planned maintenance actions aimed at preventing the failure of streets. These actions are designed to detect, preclude, or mitigate degradation of a street segment. The goal of preventative maintenance is to minimize degradation and thus sustain or extend the useful life of the street. To reach that level of preventive maintenance for the entire network within the next 5 years (2023-2027), the Budget Needs analysis determined a total need of approximately $29.3 million per year. The PMP software recommended spending 10% of the budget toward preventive maintenance because it was the optimum level according to the specific conditions of the City’s network. This meant that the program selected 10% of the annual budget towards slurry and crack seals while the remainder of the budget was spent towards overlays and reconstructions.

These budgets do not account for stopgap maintenance repairs, such as emergency pothole repair.

BUDGET ANALYSIS/SCENARIOS
After the PMP software analyzed the pavement system, trends were evident in the PCI and deferred maintenance backlog. An increase in deferred maintenance showed that necessary rehabilitation is currently not being performed. The total deferred maintenance in 2023 was approximately $58.8 million. For this update, the following five annual budget scenarios were generated:

1. No Funds ($0) PCI decreases to 56

2. Current Annual Budget ($6M Rehab, $1M Preventative Maintenance) PCI decreases to 63

3. Maintain PCI ($8.75M) PCI remains at 66

4. Five Point Increase in PCI ($15.5M) PCI increases to 71

5. Unconstrained Budget ($29.3) PCI increases to 82
No Funds ($0) - If the City spent no money over the next 5 years on pavement maintenance needs, the amount of deferred maintenance (or “backlog”) would increase from approximately $58.8 million to approximately $129.5 million and the average pavement condition index would decrease from 66 in 2023 to 56 in 2027.

Year Budget Work Program Deferred Maintenance Average Network PCI 2023(Prior to Treatment) $58,820,415 66
2023 $0 $0 $58,820,415 66
2024 $0 $0 $71,018,970 64
2025 $0 $0 $78,152,159 61
2026 $0 $0 $98,733,184 59
2027 $0 $0 $129,497,556 56
No Funds ($0)
Current Annual Budget ($6 million Rehab, $1 million Preventative Maintenance) – The City has an expected annual budget of $6 million towards streets in need of rehabilitation and $1 million towards sections in need of preventative maintenance treatments (PCIs ranging from 70-89). Using this budget allocation, the deferred

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City of Palm Springs, 2022-23 Pavement Management Program Update, Final Report– May 19, 2023 maintenance would increase from $58.8 million in 2023 to approximately $103.1 million in 2027 and the network PCI would decrease from 66 in 2023 to 63 in 2027.

Year Budget Work Program Deferred Maintenance Average Network PCI 2023(Prior to Treatment) $58,820,415 66
2023 $6,000,000 $5,705,716 $53,114,699 69
2024 $6,000,000 $5,882,366 $61,002,059 68
2025 $6,000,000 $5,906,008 $69,087,193 66
2026 $6,000,000 $5,870,001 $85,263,565 65
2027 $6,000,000 $5,860,215 $103,130,851 63
Current Annual Budget ($6 million Rehab, $1 million Preventative Maintenance) Maintain PCI of 66 ($8.75 million) – In order to maintain the network PCI of 66 over the next 5 years, approximately $8.75 million per year would need to be budgeted. Using this budget, the deferred maintenance would increase from approx. $58.8 million in 2023 to approx. $97.5 million in 2027.

Year Budget Work Program Deferred Maintenance Average Network PCI 2023 (Prior to Treatment) $58,820,415 66
2023 $8,750,000 $8,465,940 $50,354,475 69
2024 $8,750,000 $8,623,313 $58,088,924 68
2025 $8,750,000 $8,631,285 $66,584,574 68
2026 $8,750,000 $8,615,446 $81,542,060 67
2027 $8,750,000 $8,630,282 $97,468,962 66
Maintain PCI of 66 ($8.75 million)
Five Point Increase in PCI ($15.5 million) – In order for the City to increase its network PCI by 5 points over the next 5 years, approx. $15.5 million per year would need to be budgeted and the average amount of deferred maintenance would increase from approx. $58.8 million to approx. $70.7 million in 2027.

Year Budget Work Program Deferred Maintenance Average Network PCI 2023 (Prior to Treatment) $58,820,415 66
2023 $15,500,000 $15,212,124 $43,608,292 71
2024 $15,500,000 $14,482,045 $48,857,296 71
2025 $15,500,000 $15,384,695 $52,958,457 71
2026 $15,500,000 $15,384,194 $62,220,748 71
2027 $15,500,000 $15,404,425 $70,715,224 71
5pt Increase in PCI ($15.5 million)
Unconstrained Budget ($29.3) – In order to get the network to an optimal level in which only preventative maintenance is needed, approximately $29.3 million would need to be budgeted each year based on the budget needs calculation. This would increase the network PCI from a 66 to an 82 and decrease the deferred maintenance to about $9.1 million in 2027.

Year Budget Work Program Deferred Maintenance Average Network PCI 2023 (Prior to Treatment) $58,820,415 66
2023 $29,300,000 $27,635,416 $31,185,000 73
2024 $29,300,000 $26,901,718 $24,251,705 75
2025 $29,300,000 $29,143,482 $14,579,557 78
2026 $29,300,000 $29,274,759 $13,712,315 80
2027 $29,300,000 $29,289,753 $9,096,728 82
Unconstrained Budget ($29.3 million)
Figure 3 and 4 (below) show the impact each of the five budgets have on the PCI and deferred maintenance backlog.

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City of Palm Springs, 2022-23 Pavement Management Program Update, Final Report– May 19, 2023 Figure 3
Figure 4

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" ..,
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= 0
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= " s 60
" >
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50 $140,000,000
$120,000,000
$100,000,000
$80,000,000
$60,000,000
$40,000,000
$20,000,000
$0
PCI Chart
------------ 82
---------
66 ~ =: ________ ;;;;;::
----=56
2023 Prior to 2023 2024 2025 2026 2027
Treatment
Years
- No Funds ($0)
- Maintain PCI of 66 ($8. 75 million)
- unconstrained Budget ($29.3 million)
- Expected Annual Budget ($6 million Rehab, $1 million Preventative Maintenance) - 5pt Increase in PCI ($15.5 million)
Deferred Maintenance Chart
$129,497,556
$58,820,415
2023 Prior to
Treatment
$103,13 ,85 1
$97,468 962
$70, 71 ,224.00
$9,096, 28
2023 2024 2025 2026 2027
Years
.-No Funds ($0)
.-Maintain PCI of 66 ($8.75 million)
- unconstrained Budget ($29.3 million)
.-Expected Annual Budget ($6 million Rehab, $1 million Preventative Maintenance) .-5pt Increase in PCI ($15.5 million)
City of Palm Springs, 2022-23 Pavement Management Program Update, Final Report– May 19, 2023

PROGRAM BUDGET OPTIONS AND PMP SUGGESTIONS
Harris & Associates recommends that the City spend an annual budget of $12 million. With this budget, the PCI would increase from a 66 to a 68 after 5 years and at the same time slows the growth of the deferred maintenance backlog. Note, the recommended $12 million does not take into account additional work the City may include such as ramp upgrades, curb and gutter repairs, and utility adjustments.

The City should continue to utilize cost effective treatments where appropriate, such as slurry seal and crack seals and continue to evaluate emerging cost effective techniques such as thin-bonded wearing courses and rubberized overlays. Any maintenance and rehabilitation treatments that are performed should always be input into the PMP software.

Harris & Associates commends the City for its active participation in the pavement management program and recommends that the City continue to maintain its pavement management program in order to be eligible for federal grants and funding. Harris recommends that all arterial and collector routes be re-surveyed every two years and all residential streets every four years. The costs for the distress surveys should be included in the annual pavement management budget.

The City should also perform annual database updates that include:
 Reviewing and updating the decision tree (maintenance activities and unit costs)  Updating the street network when streets are annexed or newly constructed  Continuing to input maintenance and rehabilitation activities The City should continue utilizing the StreetSaver Online GIS module or in-house GIS to assist in managing the streets within the City limits. GIS technology is very useful to spatially view tabular reports and data that are derived from the pavement management system, such as scenarios, identification of maintenance and rehabilitation treatments, planning, maintenance and rehabilitation history, pavement condition index, etc.

LIMITS OF STUDY
It must be recognized that this report is limited to the existing pavement repairs. It does not include existing deficiencies for right-of-way concrete sidewalks, curb & gutter, drainage, trees, bus pads and non-structural improvements such as decorative crosswalks, medians, lighting and street furniture. Costs for these right-ofway repairs and improvements throughout the City would easily exceed the deferred maintenance costs (the cost of crucial maintenance work not performed in a specific year) identified in this report and can be identified and estimated separately in future reports.

The following recommendations generated by the Pavement Management Program are for planning purposes only. The resulting general recommendations are not intended to replace sound engineering judgment, which should dictate specific needs for an individual project. Final project recommendations should be weighed against the actual approach the City wishes to utilize in scheduling the workloads for contracting purposes.

Once a street segment is identified for repair, a closer site visit and detailed project repair scope is required.

Maintenance and rehabilitation projects should be based on a combination of the system’s recommendations weighed against the City’s preferences, budget constraints, and other contributing factors. In addition, further refinements may be warranted from an engineering staff review of the pavement condition. For example, a

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City of Palm Springs, 2022-23 Pavement Management Program Update, Final Report– May 19, 2023 particular pavement section may have been selected for a treatment in a given year but that work may need be postponed in order to coordinate activities with other planned work, such as utility replacement work.

In the context of a PMP report, it is important to emphasize the need for detailed project-level inspections to supplement the PMP recommendations when making decisions about pavement treatments. While PMP inspections provide valuable information about the overall condition of the pavement network and identify areas that require maintenance or rehabilitation, they may not capture all site-specific factors that can impact the effectiveness of pavement treatments. Therefore, it is recommended to conduct detailed project-level inspections, such as predesign inspections, to identify potential issues or challenges that may not have been captured in the PMP inspection. These inspections can provide more specific information about site conditions, environmental factors, and existing infrastructure that could impact the design and construction of the project.

By supplementing the PMP recommendations with detailed project-level inspections, the agency can make more informed decisions about the appropriate pavement treatment to apply to specific locations, ensuring the treatment is effective and long-lasting. This proactive approach can also help the agency save time and money in the long run by addressing any potential issues or challenges before construction begins, reducing the risk of project delays or cost overruns.

It is important to note that the information provided in the PMP report is for planning purposes only and does not replace the need for detailed project-level inspections. Therefore, the agency should always conduct thorough site-specific inspections before making any final decisions about pavement treatments to avoid any potential litigations.

MAINTENANCE STRATEGY ASSIGNMENTS
In this section we will discuss fundamental concepts in roadway design and rehabilitation and provide basic recommendations. The deterioration and failure of a roadway is dependent on climate and the loads that are applied to it. To facilitate this discussion is important to establish some understanding of how roads are typically built, and the materials used historically and currently.

Structural Section
A typical roadway includes three basic components combined to form a Structural Section with the following layers:
1) Sub-Base or native underlaying soil that will support the roadway material and traffic loading. Soil strength is typically evaluated by conducting a standardized test that involves measuring the resistance value, also known as the R-Value, of the soil using a stabilometer test. The R-value is the ability of a soil medium to resist lateral spreading due to an applied vertical load, such as tire loads. a.The soil in Palm Springs are generally classified as Myoma soils which include layers of fine sand and very fine sand in the first 5 feet below the surface. The wind-blown soil is the most common in the Western V alley, permeability and drainage rates are moderate. Granular, inorganic soils are typically strongest and will have high R-values. High R-value soils are typically stable and not subject to movement under loading. Soils with clay and organic material typically have low or poor R-values, retain water, expand and contract with moisture and are difficult to compact. High clay, low R-value soils are often stabilized by mixing in lime or cement prior to compaction and roadway section.

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City of Palm Springs, 2022-23 Pavement Management Program Update, Final Report– May 19, 2023 2) Base or Aggregate Base (AB) is placed on compacted native or treated soil. AB is a carefully graded and engineered mixture of aggregate, rocks and sand designed for maximum density and strength.

During construction the AB is placed in layers, water is added and compacted using rollers. A small percentage of lime or cement can be added to the AB for strength. 3) Asphalt Concrete (AC) or Hot Mix Asphalt (HMA) is a mixture of aggregate, sand, and an Asphalt Binder. The AC portion of the structural section typically includes ¾” max aggregate size base course layers and a 1/2” max aggregate sizesurface course. Asphalt Binders are different grades of paving asphalt that are mixed with aggregate to create the desire AC. The asphalt binder used to make the AC is currently based on the Performance Grade or PG Grade system. The PG Grade system was developed in the 1990s and adopted by Caltrans in 2005. PG Grade AC is designed based on climate and environmental condition in addition to loading and materials. Based on the climate conditions of Palm Springs, an asphalt binder of PG-70-10 is recommended. 70 and -10 is the temperature range, in degrees Celsius, that the AC is designed for. Prior to 2005 asphalt binders were developed using the Aged Residue (AR) system for their asphalt binder. Many roadways in California were built used AR4000 asphalt binders. It was found that some of the AR asphalt binders were not performing well in extreme climate conditions, particularly climates with large ranges or changes in temperature.

Roadway Design
The design starts with a determination of the R-value or strength of the underlying soil and loads or Traffic Index (TI) the will be applied. Gravel is a commonly available roadway construction material that is well draining and does not require special equipment for processing. For this reason, gravel is used as the starting point for the design layers of the structural section. The design of structures involves a concept called ‘Beam Theory’ which provides a means to calculate the load-carrying and deflection characteristics of a beam. This is typically achieved by changing the depth of the beam and material used. With the R-value and TI, a gravel equivalent section or thickness is determined. AC and AB layers are structurally stronger than gravel and require less thickness to achieve the same strength. For example, half the amount of AB and one quarter the amount of AC may be equal in proportion to one unit of gravel thickness. In this example 24” Gravel equivalents include; 4”AC/4”AB; 3”AC/6”AB or 6” full depth AC. The ratio of AC to AB is adjusted to a desired depth to create the design of the structural section.

Existing and Standard Roadway Structural Section
Palm Springs soils are generally granular, sandy with fair R-values and therefore do not require particularly thick structural sections. Per City Standards, the minimum roadway structural sections are:
 Local/ Residential Streets – 3” AC/4” AB
 Collectors Streets – 4”AC/6” AB
 Arterial Streets – 6”AC/6” AB
Some of the residential streets may have originally been part the County or not build to the current City standards. Many of the streets were also constructed with AR Asphalt Binders which have not performed well under the extreme local weather conditions. The combination of potentially thin AC sections, and use of AR Asphalt Binders, have contributed to the large amount of block cracking seen throughout the City. Block cracking is typically a failure of the surface layers only, and not the entire structural section underneath. Block cracks looks like large, interconnected rectangles (roughly). Block cracking is not load-associated, but generally caused by shrinkage of the asphalt pavement due to an inability of asphalt binder to expand and contract with temperature cycles. Prevention or rehabilitation of cracks in the pavement surface can be difficult.

The most common and recommended treatments are crack sealing or AC overlays. While crack sealing can provide some level of effectiveness, in most cases, the cracks remain visible or reappear soon after surface

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City of Palm Springs, 2022-23 Pavement Management Program Update, Final Report– May 19, 2023 treatments are applied. Any asphalt layers used to cover and reduce reflective block cracking would require substantial and unpractical overlay thicknesses. The primary recommendation for streets with block cracking is to remove some or all the existing block cracking AC and construct a new AC section with PG Grade asphalts.

AC reconstruction should be a minimum of 3” thick and no more than 2” higher than existing. Typical treatments include uniform depth milling, to remove a portion or all of the block cracked AC and construction of new thick (3” to 4”) AC surfacing (minimum thicknesses per road classification shown in City standards and noted above).

For streets in poor or failing condition, the primary recommendation includes reconstruction by pulverizing the roadway section in-place using the Full Depth Reclamation (FDR) process to generate new base material.

Excess pulverized material is removed, the generated base is treated with cement, and a new AC section is constructed on top. Resulting sections shall not be more that 2” higher than the existing surface and match the thicknesses proved for in the City standards, per roadway classification noted above.

The PCI is used by the program to schedule maintenance activities for each pavement segment. The program recommends a specific maintenance activity based on the PCI and budget constraints. The City has selected a series of maintenance activities to apply to the pavement network. The unit costs for each maintenance activity account for various construction costs including labor materials, design, for construction inspection and for contingency. Definitions of each maintenance activity are defined as below:
1) Crack Seals Treatment - When cracks in the existing surface exceed 1/4 inch (0.6 CM) in width, applying crack seal in advance of slurry seal helps keep water from intruding deeper into the pavement structure. Crack Sealing prevents entry non-compressible substances into the cracks such as sand, dirt, rocks or weeds. Crack sealant is typically used on early-stage longitudinal cracks, and transverse cracks. Crack sealing is typically performed manually using heated liquid asphalt and an application wand. Crack Sealing is ideally applied at three-year intervals and is a common preparation treatment prior to applying Slurry Seals. Crack Sealing is typically not performed prior to hot asphalt overlays.
2) Patching and Localized Base Repairs - The process in which the material in a highly distressed area is removed down to the base and replaced with new asphalt in multiple layers. Primary methods of patching include the replacement of materials that have been lost due to localized pavement distress or disintegration, the complete 4” to 6” removal (dig out) and replacement of continuous segments of failed pavement. Patches are most commonly done in preparation of other forms of corrective maintenance such as Slurry Seal and Asphalt Overlay work. In some cases, the roadway base material is strong and in good condition, but portions of the asphalt surface are cracked or failing. The upper 2 to 3 inches of the failed AC surface can be removed by localized grinding and replaced with a new AC layer, this is sometimes referred to a Surface Repair or localized inlay and is different than the deeper base repairs described above. 3) Patching (PCC): Primary methods of patching include the replacement of materials that have were the failure replacement of continuous segments of failed PCC pavement, or the application of a thin layer of HMA material over segments of pavement that exhibit more surface-related distress/distortion. Once patched, the distressed area is repaired or strengthened so that it can carry significant traffic level with improved performance and lower rates of deterioration. Rigid pavement patches are used to treat localized slab problems such as spalling, scaling, joint deterioration, or corner breaks. If the problem is limited in depth, then a partial depth patch may be appropriate, otherwise a full depth patch is recommended. If the problem is not localized and affects too large a portion of the slab, or the distress is severe, the entire slab may need replacement. A

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City of Palm Springs, 2022-23 Pavement Management Program Update, Final Report– May 19, 2023 high-quality patch can be considered a permanent repair, although all patches are treated as a form of pavement distress. Although HMA is sometimes used for emergency patches, PCC should be used for permanent patches. Fast-setting (high early) PCC is often used to minimize setting time. 4) Slurry Seals: A Slurry Seal is a surface treatment generally applied to aging oxidized pavements with minimal surface distresses. Slurry Seals can extend the life of the pavement by sealing the surface and protecting it from the climate and water infiltration. Slurry Seal material generally consists of an mixture of emulsified asphalt, well-graded fine aggregate, mineral filler, and water mixed at normal temperatures (not hot) to create a heterogeneous system comprising two normally immiscible phases (asphalt and water). The water in the emulsion keeps minute asphalt globules in suspension until it is exposed to atmospheric conditions were it goes through a chemical reaction or “break” causing the water to escape, leaving the asphalt cement to harden and perform its intended function. In Southern California, emulsified asphalts are typically cationic (electro-positively charged asphalt globule types) to facilitate bounding with our naturally negative charged local aggregates. Slurry Seals are typically placed over the existing pavements every six (6) to eight (8) year until an AC Overlay Slurry Seal treatment can build up in thickness over time. If this build up is significant, it may need to removed be grinding off the existing layer, prior to application of additional seals.
5) Edge Grind and 2” Overlay: In situations where the pavement condition reveals areas of localized distress over more a majority of the roadway, and without much base failure, edge grind & overlay can be a cost-effective means for repairing the roadway by adding a new surface and sealing the roadway. Typically the edge of the pavement, adjacent to the concrete gutter, will be ground down a variable depth from 0” to approximately 2” along the gutter over a width of 6’ to 8’.

The roadway is cleaned, a tack coat is applied, and a new 2 inches depth layer of asphalt is applied to the surface with the goal of restoring the pavement and prolonging the useful life of the entire roadway section.
6) Grind and Overlay Patching: This process involves the milling (grinding) of the top 2”-6” of pavement and replacing with new asphalt placed in layers. Grind and overlay patching is a localized form of this treatment.
7) AC Surface Reconstruction, Mill, and Construct AC: When the pavement surface is severely distressed and has reached the end of its service life, but the base is still in good condition, AC surface reconstruction may be used. In this method the surface of the is pavement removed using a process called milling. During milling, approximately 3”-6” of existing asphalt is removed, (minimum 4” for arterials, 3” for collectors and 2” for residentials) and replaced with a suitable depth of new hot mix asphalt. Following this process, a new 2”-6” pavement surface will be constructed (6” for arterials, 4” for collectors, and 3” -4” for residentials). 8) FDR Reconstruction: When the pavement surface is severely distressed and has reached the end of its service life, reconstruction methods may be used. Some of these methods include Full Depth Reclamation (FDR), in which the old asphalt and base materials are pulverized, mixed with cement and water, and compacted to produce a strong, durable base for either an asphalt or concrete surface. After a reconstruction, the pavement segment is again considered new with a full life extension (typically 20years).
a. For arterial streets, FDR reconstruction is proposed. During this process, 10” of existing asphalt and base materials are pulverized and mixed together. 4” of the pulverized material

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City of Palm Springs, 2022-23 Pavement Management Program Update, Final Report– May 19, 2023 is removed, and the 6” remaining is mixed with cement and water to form a new cement treated base. The treated base is allowed to partially cure and is then micro-cracked to prevent future block cracking. Once the base is prepared, 6” of new asphalt is placed in multiple layers to form a new roadway section of 6”AC over 6” of treated base. b. For Collector streets, the FDR depth is 8”, remove 2” of the pulverized material. The 6” remaining is mixed with cement and water to form a new cement treated base. The treated base is allowed to partially cure and is then micro-cracked to prevent future block cracking of the base. Once the base prepared, 4” of new asphalt is placed in multiple layers to form a new roadway section of 4”AC over 6” of treated base.
c. For Residential streets, the FDR depth is 6”, remove 2” of the pulverized material. The 4” remaining is mixed with cement and water to form a new cement treated base. The treated base is allowed to partially cure and is then micro-cracked to prevent future block cracking of the base. Once the base is prepared, 3” of new asphalt is placed to form a new roadway section of 3”AC over 4” of treated base.
9) Reconstruction (PCC) involves the removal and replacement of either the concrete pavement and base, or only the surface pavement. This process is followed the construction of new PCC surface, base, or both.

MAINTENANCE DECISIONS
Once the City has selected the appropriate maintenance activities and calculated unit costs, the “Maintenance Decision Tree” was updated. This decision tree assigns appropriate treatments by the specific needs of the streets. The decision tree lists costs associated with treatments on specific types of pavement according to the jurisdiction. StreetSaver® uses a decision tree to model the decision-making process that agencies follow to select a maintenance or rehabilitation strategy. The decision tree contains "branches" for each functional classification, surface type, and condition category. Jurisdictions can outline their maintenance and rehabilitation strategy, choosing a treatment for each branch.

After the decision tree was established, selected budgets and work assignments were generated for each work program on an annual basis. Using the recommended pavement deterioration curve for each pavement surface type and functional class, the program calculated the PCI based on the condition survey; then depending on what category the PCI was in, a preventative maintenance or rehab treatment was selected based on the weighted effectiveness and available budget. Both current and future work requirements for each pavement segment within the City were then determined.

PAVEMENT MANAGEMENT PROGRAM REPORTS
This report contains a comprehensive assemblage of pavement management reports ranging from summary reports to annual maintenance and rehabilitation scheduled reports. These reports represent reasonable projections of pavement maintenance needs and performance based on the visual condition assessment, unit cost estimates, and pavement deterioration models. It is important to note that pavement segment dimensions and surface area, along with the recommended treatment and repair costs presented in this report, are for initial planning purposes only and will be subject to project level evaluation, design, and cost estimation. This is noteworthy due to the "implied" accuracy of reporting length and width to the nearest foot, surface area to the nearest square foot, and treatment and repair unit costs and project estimates to the nearest penny and dollar, respectively.

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City of Palm Springs, 2022-23 Pavement Management Program Update, Final Report– May 19, 2023

SYSTEM MAINTENANCE
Harris & Associates recommends that the City continue developing annual maintenance plans while also working towards reducing the present backlog of rehabilitation projects. In order to ensure that report outputs are accurate and credible, it is essential that the integrity of all data files be maintained. Prior to generating scenarios, all necessary updates to unit cost information and treatment data should be complete. In addition, the entire pavement network will have to be re-surveyed at regular intervals, as noted earlier in this report. This not only allows future work to be scheduled based on the most current condition data available, but it also provides City personnel with a means to more accurately monitor rates of pavement deterioration.

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City of Palm Springs, 2022-23 Pavement Management Program Update, Final Report– May 19, 2023

APPENDIX I

PAVEMENT CONDITION INDEX (PCI) REPORT / REMAINING

SERVICE LIFE (RSL) REPORT

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2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 0 E CALLE SANTA ROSA S/S ALEJO ROAD SOUTH END Residential 275 36 9,900 AC 0 E ANDREAS ROAD E/S PALM CANYON DRIVE W/SINDIAN CANYON DRIVE Collector 330 41 11,052 GRAVEL 15 E DIABLO ROAD N/S DILLON ROAD S/S 16TH AVENUE Collector 2,640 20 52,800 AC 16 E EAST PALM CANYON ‐ S. FRONTAGE SMOKETREE LANE 285'' E OF SMOKETREE LANE Collector 285 28 7,980 AC 17 E SB SIDE OF INDIAN CANYON DRIVE 525'' N/O 20TH AVENUE N/S 19TH AVENUE Urban P.A. 836 40 33,440 AC 19 E RAMON ROAD E/S CROSSLEY ROAD EAST CITY LIMITS Urban P.A. 1,428 76 108,528 AC 21 E E PALM CANYON DRIVE W/S FARRELL DRIVE ‐ WB W/S CERRITOS DRIVE Urban P.A. 1,335 22 35,610 AC 25 D VIA ESCUELA E/S GENE AUTRY TRAIL W/S EXECUTIVE DRIVE Collector 295 36 10,620 AC 27 D CALLE ENCILIA 386'' S/O ARENAS ROAD N/S RAMON ROAD Collector 1,540 46 77,137 AC 27 D GAYLE WAY (ALLEY) N/S VIA ENTRADA S/S AVENIDA OLANCHA Residential 416 17 7,072 AC 27 D GARNET AVENUE 225'' E/O INDIAN CANYON DRIVE EAST END Collector 4,100 25 102,500 PCC 29 D SOUTH PALM CANYON DRIVE N/S AVENIDA OLANCHA N/S E PALM CANYON Urban P.A. 295 60 17,700 AC30 D BELARDO ROAD S/S TAHQUITZ CANYON WAY N/S ARENAS ROAD Collector 630 32 20,160 AC 31 D GRANVIA VALMONTE W/S VIA MIRALESTE E/S VIA CORTA Residential 264 20 5,280 AC 31 D EAST PALM CANYON DRIVE E PALM CANYON DRIVE S PALM CANYON DRIVE Urban P.A. 378 60 22,680 AC 32 D SEVEN LAKES DRIVE W/S MIRAMONTE CIRCLE E/S CHEROKEE WAY Residential 1,503 36 54,108 AC 32 D FARRELL DRIVE N/S MESQUITE AVENUE N/S E PALM CANYON DRIVE Urban P.A. 2,780 60 166,800 AC 32 D SOUTH PALM CANYON DRIVE S/S ALEJO ROAD N/S TAHQUITZ CANYON WAY Urban P.A. 2,605 46 119,830 AC 33 D CALLE ENCILIA N/S ARENAS ROAD 386'' S/O ARENAS ROAD Collector 386 60 23,160 AC 33 D SALVIA ROAD 665'' E/O GENE AUTRY TRAIL SE END Collector 902 33 29,766 AC 33 D LILLIANA DRIVE W/S S PALM CANYON DRIVE S/S W LILLIANA DRIVE Residential 890 24 22,797 AC 33 D LUGO ROAD 182'' S/O ARENAS ROAD N/S BARISTO ROAD Residential 420 32 13,440 AC33 D VIA CORTA N/S VIA COLUSA S/S VIA ALTAMIRA Residential 840 20 17,703 AC 33 D ALEJO ROAD 240'' E. OF INDIAN CANYON DRIVE W/S VIA MIRALESTE Urban P.A. 1,020 33 33,660 AC 33 D E PALM CANYON DRIVE E/S S PALM CANYON DRIVE E/S CAMINO REAL Urban P.A. 2,000 64 128,000 AC 33 D SOUTH PALM CANYON DRIVE S/S CAMINO PAROCELA N/S MESQUITE AVENUE Urban P.A. 2,065 60 123,900 AC 33 D BARISTO ROAD W/S BELARDO ROAD W/S CAHUILLA ROAD Collector 320 39 12,480 PCC 34 D EAST PALM CANYON ‐ S. FRONTAGE BARONA ROAD E END (CAROB CIRCLE) Collector 665 24 15,960 AC 34 D VIA MIRALESTE N/S TAMARISK ROAD N/S ALEJO ROAD Residential 1,338 36 48,168 AC 35 D BARISTO ROAD 200'' E/O FARRELL DRIVE W/S CIVIC DRIVE Collector 1,319 60 79,140 AC 35 D CAROB CIRCLE S BARONA ROAD E PALM CANYON DRIVE Residential 1,295 28 36,260 AC 35 D SANBORN WAY W/S JANIS DRIVE W END Residential 797 18 14,346 AC 35 D SOUTH PALM CANYON DRIVE S/S MORONGO ROAD N/S AVENIDA OLANCHA Urban P.A. 937 60 56,220 AC 35 D BARISTO ROAD W/S INDIAN CANYON DRIVE BELARDO ROAD Collector 700 39 27,300 PCC 36 D OVERLOOK ROAD S/S CRESTVIEW DRIVE W/S MESA DRIVE Residential 894 26 23,244 AC 36 D EXECUTIVE DRIVE S/S VIA ESCUELA N/S VISTA CHINO Collector 1,286 44 56,584 AC/AC37 D CROSSLEY ROAD N/S DINAH SHORE DRIVE S/S RAMON ROAD Collector 2,560 60 153,600 AC 37 D BIRDIE WAY N/S WAVERLY DRIVE S/S EAGLE WAY Residential 1,427 36 52,992 AC37 D HILDY LANE W/S FARRELL DRIVE E/S CERRITOS ROAD Residential 1,131 33 37,323 AC 37 D E PALM CANYON DRIVE W/S FARRELL DRIVE PALM CANYON WASH Urban P.A. 2,930 80 234,400 AC 37 D RAMON ROAD W/S SAN LUIS REY E/S CROSSLEY ROAD Urban P.A. 1,360 84 109,540 AC 37 D SOUTH PALM CANYON DRIVE N/S MESQUITE AVENUE S/S MORONGO ROAD Urban P.A. 1,049 60 62,940 AC 37 D TAHQUITZ CANYON WAY E/S FARRELL DRIVE W/S EL CIELO ROAD Urban P.A. 2,180 78 141,186 AC 37 D VISTA CHINO 330'' W/O EAST CITY LIMITS EAST CITY LIMITS Urban P.A. 330 65 21,450 AC Item 1W - Page 26
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 38 D EL CIELO ROAD S/S RAMON ROAD N/S SUNNY DUNES ROAD Collector 1,280 60 76,800 AC 38 D SALVIA ROAD 1186'' W/O GENE AUTRY TRAIL NW END Collector 4,089 30 122,670 AC 38 D SUNNY DUNES ROAD 440'' E/O GENE AUTRY TRAIL E/S SAN LUIS REY ROAD Collector 878 30 26,340 AC 38 D BROADMOOR DRIVE N/S WAVERLY DRIVE S/S CHERRY HILLS DRIVE Residential 2,347 36 84,492 AC 38 D EAST PALM CANYON DRIVE W/S CHEROKEE WAY W/S GENE AUTRY TRAIL Urban P.A. 1,988 71 183,057 AC 39 D ALLEY @ JUNIPERO AVENUE 280'' S/O CABRILLO ROAD N/S RACQUET CLUB ROAD Residential 550 12 6,600 AC 39 D HILLVIEW COVE E/S BOGERT TRAIL W/S ANDREAS HILLS DRIVE Residential 243 40 9,720 AC 39 D WAVERLY DRIVE W/S GOLF CLUB DRIVE E/S BROADMOOR DRIVE Residential 2,026 36 72,936 AC 39 D SOUTH PALM CANYON DRIVE S/S TAHQUITZ CANYON WAY N/S RAMON ROAD Urban P.A. 2,562 46 117,852 AC 40 D 20TH AVENUE W. PSP CITY LIMIT 1 MILE EL OF PSP CITY LIMIT Collector 5,280 24 126,720 AC 40 D CAMINO BUENA VISTA W/S MESA DRIVE W END Residential 517 24 11,511 AC 40 D RAMON ROAD W/S CALLE SEGUNDO E/S AVENIDA CABALLEROS Urban P.A. 1,560 66 102,960 AC 41 D GARNET AVENUE 1 MILE EAST OF CITY LIMITS 1020'' WEST OF INDIAN CANYON DR Collector 4,260 25 106,500 AC 41 D NAVAJO CIRCLE W/S NAVAJO ROAD W END (CDS) Collector 120 25 5,247 AC 41 D TACHEVAH DRIVE E/S VIA MIRALESTE W/S AVENIDA CABALLEROS Collector 1,319 48 63,312 AC 41 D INIDAN CANYON FRONTAGE ROAD S/S CORAZON AVE N/S ROSAS PARKS ROAD Residential 604 32 19,328 AC 41 D PANGA WAY W/S PATENCIO ROAD W END (CDS) Residential 310 24 7,440 AC 41 D VALMONTE SUR E/S VIA CHICA W/S VIA CORTA Residential 682 25 17,050 AC 41 D EAST PALM CANYON DRIVE PALM CANYON WASH W/S CHEROKEE WAY Urban P.A. 3,090 71 261,298 AC 41 D VISTA CHINO 1550'' E/O GENE AUTRY TRAIL 330'' W/O EAST CITY LIMITS Urban P.A. 1,920 65 124,800 AC 41 D BARISTO ROAD W/S CAHUILLA ROAD W/S TAHQUITZ DRIVE Collector 1,350 39 52,650 PCC 42 D TAMARISK ROAD INDIAN CANYON DRIVE PALM CANYON DRIVE Collector 285 44 12,575 AC 42 D MARISCAL ROAD W/S MIRA VISTA E/S VIA NORTE Residential 510 33 16,830 AC 42 D RADIO ROAD W/S INDIAN CANYON DRIVE 135'' W/O ANZA ROAD Residential 1,270 43 54,610 AC 42 D E PALM CANYON DRIVE E/S CAMINO REAL W/S SUNRISE WAY Urban P.A. 3,280 70 229,600 AC 42 D RACQUET CLUB ROAD E/S JUNIPERO AVENUE E/S LEONARD ROAD Urban P.A. 1,120 48 53,760 AC43 D AIRPORT CENTER DRIVE W/S KIRK DOUGLAS WAY E/S AVENIDA EVELITA Collector 1,044 36 37,584 AC 43 D AMADO ROAD E/S PALM CANYON DRIVE W/S INDIAN CANYON DRIVE Collector 320 48 14,510 AC 43 D CERRITOS DRIVE N/S SANDLEWOOD DRIVE S/S VISTA CHINO Collector 720 36 25,920 AC 43 D LA VERNE WAY E/S CAMINO REAL W/S CALIENTE ROAD Collector 1,600 60 96,000 AC 43 D STEVENS ROAD E/S INDIAN CANYON ROAD W/S AVENIDA PALOS VERDES Collector 414 33 13,662 AC 43 D SUNNY DUNES ROAD W/S GRENFALL ROAD W/S SUNRISE WAY Collector 2,130 38 80,940 AC 43 D CALLE PALO FIERRO S/S SUNNY DUNES ROAD N/S NORTH RIVERSIDE Residential 437 36 15,732 AC 43 D CAMINO REAL N/S ALEJO ROAD S/S GRANVIA VALMONTE Residential 622 33 20,526 AC43 D CANYON SANDS DRIVE E/S LINDEN WAY E END Residential 560 30 18,818 AC43 D PALM TREE DRIVE W/S SAGEBRUSH ROAD ‐ N END W/S SAGEBRUSH ROAD ‐ S END Residential 950 32 30,400 AC 43 D ALEJO ROAD W/S CALLE ALVARADO W/S AVENIDA CABALLEROS Urban P.A. 774 60 46,440 AC 43 D AVENIDA CABALLEROS N/S TACHEVAH DRIVE N/S PASEO EL MIRADOR Urban P.A. 824 46 38,085 AC 43 D FARRELL DRIVE S/S RAMON ROAD N/S MESQUITE AVENUE Urban P.A. 2,585 60 155,100 AC 43 D RAMON ROAD E/S AVENIDA CABALLEROS W/S HERMOSA DRIVE Urban P.A. 1,275 72 91,800 AC43 D SUNRISE WAY S/S TAHQUITZ CANYON WAY N/S AMADO ROAD Urban P.A. 1,380 66 91,080 AC 44 D AVENIDA EVELITA S/S AIRPORT CENTER DRIVE N/S RAMON ROAD Collector 275 40 11,000 AC 44 D CALLE SAN RAPHAEL E/S GENE AUTRY TRAIL E END Collector 430 64 27,520 AC 44 D TAMARISK ROAD W/S AVENIDA CABALLEROS E/S VIA MIRALESTE Collector 1,264 36 43,722 AC Item 1W - Page 27
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 44 D ANZA DRIVE E/S NAVAJO DRIVE W/S CALIENTE ROAD Residential 1,000 25 25,000 AC 44 D CHEROKEE WAY S/S E PALM CANYON DRIVE N/S MATTHEW DRIVE Residential 907 46 41,722 AC 44 D FRANCIS DRIVE E/S SUNRISE WAY W/S FARRELL DRIVE Residential 2,447 33 80,751 AC 44 D PICO ROAD W/S ZANJERO ROAD E/S DE ANZA ROAD Residential 646 22 14,212 AC 44 D ROGERS ROAD E/S CERRITOS ROAD W/S FARRELL DRIVE Residential 1,131 33 37,323 AC 44 D VIA MIRALESTE S/S VISTA CHINO N/S MEL AVENUE Residential 1,443 50 72,150 AC 44 D RAMON ROAD E/S VELLA ROAD W/S GENE AUTRY TRAIL Urban P.A. 1,278 100 110,200 AC 44 D RAMON ROAD W/S S PALM CANYON DRIVE E/S BELARDO ROAD Urban P.A. 282 60 16,920 AC44 D SUNRISE WAY N/S BRIDGE S/S RAMON ROAD Urban P.A. 1,861 66 122,826 AC 44 D TAHQUITZ CANYON WAY E/S INDIAN CANYON DRIVE W/S CALLE ENCILIA Urban P.A. 482 30 16,860 AC 45 D BELDING DRIVE W/S SUNSET WAY E/S CERRITOS DRIVE Residential 624 32 19,968 AC 45 D BISNAGA AVENUE N END S END Residential 540 18 9,720 AC45 D BRENTWOOD DRIVE S/S CHERRY HILLS DRIVE N/S WAVERLY DRIVE Residential 2,487 32 79,584 AC 45 D CALLE PALO FIERRO N/S AVENIDA GRANADA S/S LA VERNE WAY Residential 2,570 36 92,520 AC 45 D HERMOSA DRIVE S/S TACHEVAH DRIVE N/S TAMARISK ROAD Residential 1,298 36 46,728 AC 45 D PRESCOTT DRIVE N/S MERITO PLACE S/S HERMOSA PLACE Residential 1,075 38 40,850 AC 45 D ALEJO ROAD E/S SUNSET WAY W/S FARRELL DRIVE Urban P.A. 986 48 47,328 AC45 D AVENIDA CABALLEROS N/S PASEO EL MIRADOR S/S VISTA CHINO Urban P.A. 1,755 60 105,300 AC 46 D TAHQUITZ CANYON WAY E/S PALM CANYON DRIVE W/S INDIAN CANYON DRIVE Collector 300 45 13,500 AC46 D BOLERO ROAD S/S GOLF CLUB DRIVE 1732'' E/O GOLF CLUB DRIVE Residential 1,732 36 62,352 AC 46 D DEL LAGO ROAD E/S CERRITOS ROAD W/S BISKRA ROAD Residential 1,055 33 34,815 AC46 D MERITO PLACE W/S MISSION ROAD E/S PATENCIO ROAD Residential 702 20 14,224 AC 46 D STARR ROAD N/S RACQUET CLUB ROAD S/S FRANCIS DRIVE Residential 1,266 32 40,512 AC 46 D SUNNYVIEW DRIVE N/S FRANCIS DRIVE N/S SIMMS ROAD Residential 800 33 26,400 AC 46 D VALMONTE NORTE W/S VIA CORTA E/S VIA CHICA Residential 673 20 14,364 AC 46 D WILLIAMS ROAD N/S MESQUITE AVENUE S/S SUNNY DUNES ROAD Residential 1,271 32 40,672 AC 46 D WILLIAMS ROAD N/S SUNNY DUNES ROAD S/S CAMINO PAROCELA Residential 612 42 25,704 AC 46 D AVENIDA CABALLEROS N/S VISTA CHINO N/S VIA ESCUELA Urban P.A. 1,304 60 78,240 AC46 D AVENIDA CABALLEROS N/S VIA ESCUELA S/S RACQUET CLUB ROAD Urban P.A. 1,346 60 80,760 AC 46 D N PALM CANYON DRIVE S/S VIA LAS PALMAS N/S TAMARISK ROAD Urban P.A. 2,217 60 133,020 AC 46 D N PALM CANYON DRIVE S/S VISTA CHINO S/S VIA LAS PALMAS Urban P.A. 1,700 60 102,000 AC 47 D GARNET AVENUE E/S INDIAN CANYON DRIVE 225'' E/O INDIAN CANYON DRIVE Collector 225 48 10,800 AC47 D LA VERNE WAY W/S CALIENTE ROAD S/S E PALM CANYON DRIVE Collector 2,426 60 145,560 AC47 D ANDREAS ROAD E/S INDIAN CANYON DRIVE W/S CALLE ENCILIA Other 470 48 22,560 AC 47 D BOGERT TRAIL E END OF BRIDGE 125'' N/O ANDREAS HILLS DRIVE Residential 1,407 36 50,652 AC47 D CHINO CANYON ROAD W/S VIA NORTE E/S PANORAMA ROAD Residential 960 40 38,400 AC 47 D CHUPEROSA ROAD N/S DEL LAGO ROAD S/S FRANCIS DRIVE Residential 968 33 31,944 AC 47 D CYPRESS ROAD S/S FRANCIS DRIVE N/S DEL LAGO ROAD Residential 968 33 31,944 AC 47 D DESERT PALMS DRIVE W/S SATURMINO DRIVE E/S SUNRISE WAY Residential 410 36 14,760 AC 47 D GRANVIA VALMONTE W/S AVENIDA CABALLEROS E/S VIA MIRALESTE Residential 1,273 33 42,009 AC 47 D PASEO EL MIRADOR E/S VIA MIRALESTE W/S AVENIDA CABALLEROS Residential 1,260 35 44,100 AC 47 D VENETIA ROAD E/S VIMINAL ROAD W/S VOLTURNO ROAD Residential 925 24 22,200 AC 47 D SOUTH PALM CANYON DRIVE N/S EL PORTAL S/S CANTINA WAY Urban P.A. 2,651 60 159,060 AC 47 D SUNRISE WAY N/S ARENAS ROAD S/S TAHQUITZ CANYON WAY Urban P.A. 610 66 33,260 AC Item 1W - Page 28
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 47 D VIRGINIA ROAD 270'' N/O SAN CARLOS ROAD N/S SAN CARLOS ROAD Residential 240 22 6,272 PCC48 D DESERT WILLOW CIRCLE W/S STARR ROAD W END (CDS) Collector 631 32 22,302 AC 48 D EL CIELO ROAD N/S SUNNY DUNES ROAD N/S SONORA ROAD Collector 2,637 60 158,220 AC 48 D MESQUITE AVENUE E/S SUNRISE WAY W/S CERRITOS ROAD Collector 1,275 60 76,500 AC 48 D TOLEDO AVENUE N/S MADRONA DRIVE N/S MURRAY CANYON DRIVE Collector 635 60 38,100 AC 48 D CAMINO ENCANTO W/S S PALM CANYON DRIVE W END (CDS) Residential 502 20 11,250 AC 48 D CREE ROAD S/S GOLF CLUB DRIVE N/S CAREY ROAD Residential 510 32 19,282 AC48 D FINLEY ROAD W/S FARRELL DRIVE E/S CERRITOS ROAD Residential 1,131 33 37,323 AC 48 D MILBEN CIRCLE N/S VIA ESCUELA N END (CDS) Residential 533 32 19,166 AC48 D RODEO ROAD CHIA ROAD CDS Residential 529 33 17,457 AC 48 D RODEO ROAD CHUCKWALLA ROAD END Residential 97 33 3,201 AC 48 D VENTURA ROAD E/S VIMINAL ROAD W/S VOLTURNO ROAD Residential 925 24 22,200 AC 48 D WAVERLY DRIVE W/S BROADMOOR DRIVE E/S GENE AUTRY TRAIL Residential 746 36 26,856 AC 48 D ALEJO ROAD E/S FARRELL DRIVE W/S COMMERCIAL ROAD Urban P.A. 570 48 27,360 AC 48 D SOUTH PALM CANYON DRIVE S/S CANTINA WAY N/S AVENIDA GRANADA Urban P.A. 1,144 60 68,640 AC48 D SOUTH PALM CANYON DRIVE S/S EL CAMINO WAY N/S EL PORTAL Urban P.A. 1,242 60 74,520 AC 49 D PASEO DOROTEA N/S RAMON ROAD S/S AIRPORT CENTER Collector 260 60 15,600 AC49 D ANDREAS HILLS DRIVE S/S HILLVIEW COVE W/S BOGERT TRAIL Residential 1,545 40 61,800 AC 49 D BERNE DRIVE N/S LOUISE DRIVE S/S VIA ESCUELA Residential 928 33 30,624 AC49 D CAMINO REAL S/S E PALM CANYON DRIVE S/S LA VERNE WAY Residential 2,776 60 166,560 AC 49 D PASEO EL MIRADOR W/S PASATIEMPO ROAD W/S LINDA VISTA ROAD Residential 804 22 17,688 AC 49 D RAMON ROAD S. FRONTAGE ROAD E/S SUNRISE WAY W/S CERRITOS ROAD Residential 1,269 26 32,994 AC 49 D SUNRISE WAY E. FRONTAGE ROAD S/S CAMINO PAROCELA S/S RAMON ROAD S. FRONTAGE ROA Residential 522 26 13,572 AC 49 D VELLA ROAD S/S RAMON ROAD N/S SUNNY DUNES ROAD Residential 1,258 36 45,288 AC 49 D VERONA ROAD E/S FARRELL DRIVE 115'' E/O WHITEWATER CLUB DRIVE Residential 2,671 33 88,143 AC 49 D VIA COLUSA W/S ARQUILLA ROAD E/S AVENIDA CABALLEROS Residential 615 36 22,140 AC 50 C ARENAS ROAD 315'' E/O AVENIDA CABALLEROS 637'' W/O HERMOSA DRIVE Collector 326 60 19,560 AC 50 C CALLE ENCILIA N/S AMADO ROAD N/S TAHQUITZ CANYON WAY Collector 1,311 60 78,660 AC 50 C BROADMOOR DRIVE N/S WAVERLY DRVIE N/S STATE HWY III Residential 406 36 14,616 AC 50 C CAMINO SAN MIGUEL E/S AVENIDA EVELITA W/S PASEO DOROTEA Residential 633 32 20,256 AC 50 C CIVIC DRIVE N/S LIVMOR AVENUE N/S AVIATION WAY Residential 766 40 30,368 AC 50 C EAST ACACIA ROAD S/S VIA ESCUELA E/S VICTORIA ROAD Residential 615 24 14,760 AC 50 C LADERA CIRCLE N/S VIA LAS PALMAS N END (CDS) Residential 132 33 7,081 AC 50 C PARK VIEW DRIVE S/S DESERT PARK AVENUE N/S VISTA CHINO Residential 840 36 45,900 AC 50 C VIA MIRALESTE S/S VIA ESCUELA N/S VISTA CHINO Residential 1,270 34 43,180 AC50 C VIA OLIVERA 450'' W/O INDIAN CANYON DRIVE E/S PALM CANYON DRIVE Residential 760 33 25,080 AC 50 C WAYNE ROAD E/S CERRITOS ROAD W/S FARRELL DRIVE Residential 1,131 33 37,323 AC50 C ZANJERO ROAD S/S CORTEZ ROAD N/S RACQUET CLUB ROAD Residential 215 18 3,870 AC 50 C AVENIDA CABALLEROS N/S RAMON ROAD S/S TAHQUITZ CANYON WAY Urban P.A. 2,568 60 154,080 AC 50 C FARRELL DRIVE S/S VISTA CHINO N/S TACHEVAH DRIVE Urban P.A. 2,653 60 159,180 AC 50 C INDIAN CANYON DRIVE S/S RAMON ROAD N/S TAHQUITZ CANYON WAY Urban P.A. 2,724 60 163,440 AC 50 C N PALM CANYON DRIVE N/S TAMARISK ROAD N/S ALEJO ROAD Urban P.A. 1,330 62 82,460 AC 50 C RAMON ROAD E/S INDIAN CANYON DRIVE W/S CALLE SEGUNDO Urban P.A. 1,068 60 64,080 AC 51 C CALLE ENCILIA 140'' S/O TAHQUITZ CANYON WAY N/S ARENAS ROAD Collector 510 60 30,600 AC Item 1W - Page 29
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 51 C SUNNY DUNES ROAD W/S CALLE PALO FIERRO W/S GRENFALL ROAD Collector 1,820 38 69,160 AC51 C TIPTON ROAD 2900'' N/O WENDY ROAD WHITEWATER CUT‐OFF RAMP Collector 4,500 25 112,500 AC 51 C TOLEDO AVENUE N/S SIERRA WAY N/S MURRAY CANYON DRIVE Collector 2,970 60 178,200 AC 51 C ANDREAS HILLS DRIVE E/S BOGERT TRAIL N/S HILLVIEW COVE Residential 1,429 40 57,160 AC 51 C ANDREAS ROAD W/S AIRLANE DRIVE E/S LOUELLA ROAD Residential 480 36 17,280 AC 51 C CAMINO CALIDAD S/S RAMON ROAD S END (CDS) Residential 515 32 19,205 AC 51 C CERRITOS DRIVE N/S CERRITOS ROAD S/S AMADO ROAD Residential 250 36 9,000 AC 51 C CHIA ROAD W/S GENE AUTRY TRAIL W END Residential 1,289 36 46,404 AC 51 C CHIA ROAD E/S VIA MIRALESTE W/S AVENIDA CABALLEROS Residential 1,260 32 40,320 AC51 C EAST BOGERT TRAIL 125'' N. ANDREAS HILLS DRIVE S/S REDFORD DRIVE Residential 2,068 36 74,448 AC 51 C INDIAN TRAIL N/S CAMINO PAROCELA S/S RAMON ROAD Residential 606 36 21,816 AC 51 C SUNNY DUNES ROAD E/S VELLA ROAD W/S GENE AUTRY TRAIL Residential 1,283 36 46,188 AC 51 C VIA ALTAMIRA E/S ARQUILLA ROAD W/S HERMOSA DRIVE Residential 615 36 22,140 AC 51 C WHITEWATER CLUB DRIVE S/S VERONA ROAD N/S VIA ESCUELA Residential 1,255 33 41,415 AC 51 C ALEJO ROAD W/S AVENIDA CABALLEROS W/S HERMOSA DRIVE Urban P.A. 1,344 52 69,888 AC 51 C ALEJO ROAD W/S HERMOSA DRIVE W/S SUNRISE WAY Urban P.A. 1,308 58 75,864 AC 51 C AVENIDA CABALLEROS N/S ALEJO ROAD N/S TAMARISK ROAD Urban P.A. 1,312 58 68,224 AC 51 C RAMON ROAD W/S HERMOSA DRIVE W/S SUNRISE WAY Urban P.A. 1,292 72 90,374 AC 52 C GARNET AVENUE 200'' W/O INDIAN CANYON DRIVE 900'' W/O INDIAN CANYON DRIVE Collector 700 32 25,706 AC52 C GOLF CLUB DRIVE N/S BOLERO ROAD N/S 34TH AVENUE Collector 2,740 76 190,240 AC 52 C MESQUITE AVENUE E/S CERRITOS ROAD W/S FARRELL DRIVE Collector 1,707 60 102,420 AC 52 C PALM SPRINGS STATION W/S INDIAN CANYON DRIVE NW END Collector 1,350 24 40,816 AC 52 C RIO BLANCO ROAD N/S INDIAN SPRINGS ROAD E/S SAN LUIS REY Collector 1,320 46 60,720 AC 52 C TACHEVAH DRIVE E/S INDIAN CANYON DRIVE W/S VIA MIRALESTE Collector 1,253 54 67,662 AC 52 C ANDREAS ROAD W/S LOUELLA ROAD E/S FARRELL DRIVE Residential 950 36 34,200 AC 52 C ANZA ROAD S/S RADIO ROAD S/S DEL SOL ROAD Residential 475 24 12,123 AC52 C CACTUS DRIVE W/S MANZANITA AVENUE W END (CDS) Residential 665 25 18,735 AC 52 C CRESTVIEW WAY W/S S PALM CANYON DRIVE E/S MESA DRIVE Residential 290 27 7,830 AC52 C DEL LAGO ROAD W/S FARRELL DRIVE E/S CERRITOS ROAD Residential 1,244 33 41,052 AC 52 C EAST PALM CANYON FRONTAGE ROAD E/S CHEROKEE WAY E/S LINDEN WAY Residential 677 30 20,310 AC 52 C LAKESIDE DRIVE W/S PEBBLE BEACH DRIVE E/S BRENTWOOD DRIVE Residential 1,241 32 39,712 AC 52 C LEDO CIRCLE W/S TOLEDO AVENUE W END (CDS) Residential 230 32 10,085 AC 52 C MAGNOLIA ROAD N/S DESERT PARK AVENUE S/S VIA ESCUELA Residential 717 24 17,208 AC 52 C MOUNTAIN SHADOW DRIVE N/S SAN RAFAEL ROAD S/S GARNET ROAD Residential 505 28 14,140 AC 52 C RIVERSIDE PLACE N/S N RIVERSIDE DRIVE N END Residential 264 33 8,712 AC 52 C SAGEBRUSH ROAD S/S MESQUITE AVENUE N/S E PALM CANYON DRIVE Residential 2,600 25 65,000 AC 52 C SANTA ELENA ROAD E/S VIA NORTE W/S MIRA LOMA Residential 360 34 12,240 AC52 C SUNNY DUNES ROAD E/S COMPADRE ROAD W/S EL CIELO ROAD Residential 1,283 36 46,458 AC 52 C VIA ESTRELLA W/S TOLEDO AVENUE E/S CALIENTE DRIVE Residential 1,253 36 45,108 AC 52 C RACQUET CLUB ROAD W/S PALM CANYON DRIVE E/S JUNIPERO AVENUE Urban P.A. 312 48 15,352 AC 52 C RACQUET CLUB ROAD E/S INDIAN CANYON DRIVE W/S AVENIDA CABALLEROS Urban P.A. 2,661 60 159,660 AC 52 C SUNRISE WAY 650'' N. OF RAMON ROAD N/S ARENAS ROAD Urban P.A. 1,287 66 84,942 AC 53 C COMMERCIAL ROAD N/S ALEJO ROAD N END (CDS) Collector 695 36 29,763 AC 53 C MURRAY CANYON DRIVE E/S CAMINO REAL E/S S PALM CANYON DRIVE Collector 3,366 60 201,960 AC Item 1W - Page 30
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 53 C TAMARISK ROAD W/S FARRELL DRIVE E/S CERRITOS ROAD Collector 1,646 36 59,256 AC 53 C TOLEDO AVENUE S/S LA VERNE WAY N/S SIERRA WAY Collector 1,646 60 98,760 AC 53 C AVIATION WAY E/S CIVIC DRIVE W/S EL CIELO ROAD Residential 537 36 19,332 AC 53 C BOB O' LINK LANE E/S BRENTWOOD DRIVE S/S CHERRY HILLS DRIVE Residential 2,189 32 70,048 AC 53 C CALLE ROCA W/S CALLE CHIA W/S CALLE PALO FIERRO Residential 643 32 20,576 AC 53 C CHICO CIRCLE W/S CHICO DRIVE W END (CDS) Residential 138 32 7,141 AC 53 C CHINO CANYON ROAD N/S PANORAMA ROAD E/S VISTA DRIVE Residential 1,568 20 31,360 AC 53 C COTTONWOOD ROAD W/ S VIA MIRALESTE E/S CHAPARRAL ROAD Residential 822 33 27,126 AC53 C HERMOSA DRIVE N/S SAN LORENZO ROAD S/S SOUTH RIVERSIDE DRIVE Residential 224 36 8,064 AC53 C INIDAN CANYON FRONTAGE ROAD N/S COROZON AVENUE S/S TRAMVIEW ROAD Residential 585 32 18,720 AC 53 C MESQUITE AVENUE W/S CALLE PALO FIERRO W/S SUNRISE WAY Residential 2,566 36 92,376 AC53 C PICO ROAD W/S DE ANZA ROAD E/S LOS FELICES ROAD Residential 904 22 19,888 AC53 C VEREDA SUR W/S ASHER DRIVE E/S VIA MIRALESTE Residential 786 28 22,008 AC53 C WEST NICOLA ROAD N/S VIA ESCUELA S/S ROCHELLE ROAD Residential 995 24 23,880 AC 53 C RAMON ROAD E/S GENE AUTRY ROAD W/S SAN LUIS REY DRIVE Urban P.A. 1,251 82 103,422 AC 53 C SAN RAFAEL ROAD E S/ INDIAN CANYON DRIVE 650'' E/O INDIAN CANYON DRIVE Urban P.A. 650 60 39,000 AC 54 C CALLE ALVARADO N/S ANDREAS ROAD S/S AMADO ROAD Collector 665 36 23,940 AC 54 C SAN LUIS REY DRIVE N/S DINAH SHORE DRIVE S/S SUNNY DUNES ROAD Collector 1,260 22 27,720 AC 54 C BARONA ROAD S/S JACARANDA ROAD S END Residential 830 28 23,240 AC 54 C BOGERT TRAIL 440'' E/O S.P.C. DRIVE W/S GOLDENROAD LANE Residential 2,168 36 78,048 AC 54 C BOGERT TRAIL E/S GOLDENROD LANE W END OF BRIDGE Residential 1,436 36 51,696 AC 54 C CALLE TOMAS N/S PASEO CAROLETA S/S CALLE SAN ANTONIO Residential 775 33 25,575 AC 54 C CAMINO REAL N/S SUNNY DUNES ROAD S/S RAMON ROAD Residential 1,271 46 58,466 AC54 C DESERT HOLLY CIRCLE W/S STARR ROAD W END (CDS) Residential 631 32 22,302 AC 54 C EAST NICOLA ROAD S/S VIA ESCUELA E/S SANDRA ROAD Residential 634 24 15,216 AC 54 C JANIS DRIVE S/S RACQUET CLUB ROAD S/S SANBORN WAY Residential 1,017 33 33,561 AC 54 C MILO DRIVE N/S SANBORN WAY S/S RACQUET CLUB ROAD Residential 1,017 33 33,561 AC54 C MORONGO TRAIL W/S ARABY DRIVE 975'' W/O ARABY DRIVE Residential 975 36 35,100 AC 54 C NORTH RIVERSIDE DRIVE S/S SUNNY DUNES ROAD E/S CAMINO REAL Residential 1,925 30 57,750 AC 54 C PALERMO DRIVE S/S VIA OLIVERA S END Residential 335 25 8,375 AC54 C PASEO EL MIRADOR E/S AVENIDA CABALLEROS W/S PASATIEMPO ROAD Residential 737 32 22,988 AC 54 C ROXBURY DRIVE N/S SUNNY DUNES ROAD S/S THERESA DRIVE Residential 941 33 31,053 AC 54 C SANDRA ROAD N/S VIA ESCUELA S/S ROCHELLE ROAD Residential 995 24 23,880 AC54 C SANDSPRING DRIVE N/S TWIN STAR ROAD S/S GARNET ROAD Residential 350 28 9,800 AC 54 C SANTA ROSA DRIVE W/S PATENCIO ROAD WEST END Residential 500 24 12,000 AC 54 C SHARON ROAD W/S FARRELL DRIVE N/S VISTA CHINO Residential 584 36 21,024 AC 54 C SONORA ROAD W/S CAMINO REAL E/S CALLE PALO FIERRO Residential 515 26 13,390 AC 54 C SUNNY DUNES ROAD E/S PASEO DOROTEA W/S CALLE SANTA CRUZ Residential 640 36 23,040 AC 54 C WHITEWATER CLUB DRIVE S/S VIA ESCUELA N/S VISTA CHINO Residential 1,269 33 41,877 AC 54 C AVENIDA CABALLEROS N/S FRANCIS DRIVE S/S SAN RAFAEL ROAD Urban P.A. 1,295 60 77,700 AC 54 C RAMON ROAD E/S S. PALM CANYON DRIVE W/S S INDIAN CANYON DRIVE Urban P.A. 309 60 18,540 AC 54 C BELARDO ROAD S/S BARISTO ROAD N/S RAMON ROAD Collector 1,250 36 45,000 AC/AC 55 C ANDREAS ROAD E/S CALLE ENCILIA W/S CALLE EL SEGUNDO Collector 495 60 29,700 AC 55 C CAMINO MONTE VISTA E/S INDIAN CANYON DRIVE W/S AVENIDA PALOS VERDES Collector 371 33 12,243 AC Item 1W - Page 31
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 55 C INDIAN SPRINGS ROAD W/S CROSSLEY ROAD S/S RIO BLANCO ROAD Collector 1,185 46 54,510 AC 55 C CAMINO REAL N/S GRANVIA VALMONTE N END (CDS) Residential 300 33 12,010 AC 55 C DEEPAK ROAD E END (CDS) W END (CDS) Residential 505 36 23,104 AC55 C LIVMOR AVENUE E/S FARRELL DRIVE 40'' W/O CIVIC DRIVE Residential 1,622 24 38,928 AC 55 C PASATIEMPO ROAD S/S PASEO EL MIRADOR S/S PASEO EL MIRADOR Residential 1,813 32 58,016 AC 55 C PATENCIO ROAD S/S ARENAS ROAD N/S BARISTO ROAD Residential 605 31 18,755 AC 55 C PONDEROSA WAY N/S ESCOBA DRIVE E END (CDS) Residential 922 32 32,229 AC 55 C RADIO ROAD 465'' W/O ANZA ROAD E/S MCCARTHY ROAD Residential 570 46 26,220 AC 55 C VAQUERO ROAD CHUCKWALLA ROAD END Residential 97 33 3,201 AC 55 C VIA MIRALESTE S/S FRANCIS DRIVE N/S RACQUET CLUB ROAD Residential 1,264 36 45,504 AC 55 C ALEJO ROAD W/S VIA MIRALESTE W/S CALLE ALVARADO Urban P.A. 555 60 33,300 AC 55 C TAHQUITZ CANYON WAY W/S CALLE ENCILIA E/S INDIAN CANYON DRIVE Urban P.A. 482 30 14,460 AC 55 C TAHQUITZ CANYON WAY W/S AVENIDA CABALLEROS W/S CALLE ENCILIA Urban P.A. 2,068 30 67,440 AC 56 C AVENIDA GRANADA W/S CAMINO REAL E/S CALLE PALO FIERRO Collector 925 60 55,500 AC 56 C KAREN AVENUE S/S DILLON ROAD S END Collector 650 20 13,000 AC 56 C SUNNY DUNES ROAD E/S SAN LUIS REY DRIVE W/S CROSSLEY ROAD Collector 1,257 36 45,252 AC 56 C TACHEVAH DRIVE E/S SUNRISE WAY W/S CERRITOS ROAD Collector 1,278 60 76,680 AC 56 C TAMARISK ROAD W/S SUNRISE WAY E/S AVENIDA CABALLEROS Collector 2,585 28 76,031 AC 56 C ANZA DRIVE E/S JOSHUA TREE PLACE W/S NAVAJO DRIVE Residential 219 25 5,475 AC 56 C BOLERO ROAD W/S TOLEDO AVENUE W END (CDS) Residential 251 32 10,757 AC 56 C COTTONWOOD ROAD W/S AVENIDA CABALLEROS E/S VIA MIRALESTE Residential 1,275 32 40,800 AC 56 C FRANCIS DRIVE E/S FARRELL DRIVE E END Residential 138 33 4,554 AC 56 C GENE AUTRY TRAIL FRONTAGE ROAD 20'' N OF EAGLE WAY S/S PAR DRIVE Residential 786 24 18,864 AC 56 C JOSHUA TREE PLACE S/S MARION WAY N/S ANZA DRIVE Residential 1,051 25 30,491 AC 56 C MADRONA DRIVE N/S SIERRA WAY S/S TOLEDO AVENUE Residential 1,692 36 60,912 AC 56 C MARTHA STREET W/S MARGUERITE STREET E/S LAWRENCE STREET Residential 335 32 10,720 AC56 C MEL AVENUE W/S AVENIDA CABALLEROS E/S VIA MIRALESTE Residential 1,260 36 45,360 AC 56 C MICA DRIVE N/S TWIN STAR ROAD S/S GARNET ROAD Residential 348 28 9,744 AC 56 C MOUNTAIN VIEW PLACE E/S MISSION ROAD W/S PRESCOTT DRIVE Residential 655 46 50,553 AC56 C RIM ROAD N/S BISNAGA AVENUE W/S SOUTHRIDGE ROAD Residential 2,100 13 27,300 AC 56 C SEMINOLE ROAD E/S CHEROKEE WAY 220'' E/O CHEROKEE WAY Residential 220 30 6,777 AC 56 C SIMMS ROAD E/S SUNNVIEW DRIVE 130'' E/O STARR ROAD Residential 864 36 33,224 AC56 C SOUTH RIVERSIDE DRIVE W/S SUNRISE WAY E/S HERMOSA DRIVE Residential 1,578 27 42,606 AC 56 C VALENCIA ROAD W/S VOLTURNO ROAD E/S VIMINAL ROAD Residential 925 24 22,465 AC 56 C LA MIRADA DRIVE 170'' E OF LA MIRADA 290'' W OF LA MIRADA Urban P.A. 460 36 19,366 AC 56 C RACQUET CLUB ROAD W/S AVENIDA CABALLEROS E/S AURORA DRIVE Urban P.A. 666 60 39,960 AC 56 C SAN RAFAEL ROAD E/S VIRGINIA ROAD E/S PALM CANYON DRIVE Urban P.A. 2,063 60 123,780 AC 56 C SUNRISE WAY N/S RAMON ROAD 650'' N. OF RAMON ROAD Urban P.A. 650 66 39,510 AC 57 C CROSSLEY ROAD N/S 34TH AVENUE S/S DINAH SHORE DRIVE Collector 2,750 56 154,000 AC 57 C TIPTON ROAD 1685'' N/O WENDY ROAD 2900'' N/O WENDY ROAD Collector 1,215 25 30,375 AC 57 C ADOBE WAY E/S KITTYHAWK DRIVE W/S AURORA DRIVE Residential 366 32 12,339 AC 57 C ADOBE WAY E/S AURORA DRIVE W/S HERMOSA DRIVE Residential 613 32 19,616 AC 57 C ALVARADO ROAD E/S LOS FELICES ROAD W/S DE ANZA ROAD Residential 517 33 17,061 AC 57 C AQUANETTA CIRCLE E/S AQUANETTA DRIVE E END (CDS) Residential 120 25 5,725 AC Item 1W - Page 32
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 57 C ARABY DRIVE S/S ARABY CIRCLE N/O BRIDGE Residential 345 25 8,625 AC 57 C AZUL CIRCLE E/S SIERRA MADRE E END (CDS) Residential 226 36 10,942 AC 57 C BISKRA ROAD N/S FRANCIS DRIVE S/S JOYCE DRIVE Residential 1,137 33 37,521 AC57 C CALLE PALO FIERRO W/S CAMINO REAL N/S PALM CANYON DRIVE Residential 2,123 36 76,428 AC 57 C CANYON PLACE E/S PATENCIO ROAD W/S MISSION ROAD Residential 550 25 13,750 AC57 C DEBORAH ROAD S/S VIA ESCUELA N/S DESERT PARK AVENUE Residential 711 24 17,064 AC 57 C EASEMOR CIRCLE N/S LIVMOR N END (CDS) Residential 510 33 18,940 AC 57 C FARRELL DRIVE N/S RACQUET CLUB ROAD S/S VERONA ROAD Residential 206 33 7,029 AC 57 C FARRELL DRIVE N/S VERONA ROAD N END (CDS) Residential 2,593 33 87,679 AC 57 C GIRASOL COURT W/S GIRASOL AVENUE W END (CDS) Residential 239 28 8,475 AC 57 C GRANADA AVENUE S/S TRAMVIEW ROAD N/S ROSA PARKS ROAD Residential 1,235 37 45,695 AC 57 C HUDSON ROAD E/S WEST ACACIA ROAD W/S EAST ACACIA ROAD Residential 740 24 17,760 AC 57 C MCCARN ROAD N/S SUNAIR ROAD S/S GARDEN ROAD Residential 778 33 25,674 AC57 C ROJO CIRCLE N/S MADRONA DRIVE N END (CDS) Residential 125 32 6,725 AC 57 C SAN MARINO ROAD W/S VOTURNO ROAD E/S VIMINAL ROAD Residential 925 24 22,200 AC 57 C SANTA CATALINA ROAD W/S VIRGINIA ROAD E/S LOS FELICES ROAD Residential 1,676 33 55,308 AC 57 C SUNNY DUNES ROAD E/S DESERT WAY W/S PLACER ROAD Residential 500 31 15,500 AC 57 C VALMY LANE S/S VERONA ROAD N/S VINCENTIA ROAD Residential 260 24 6,240 AC 57 C VIMINAL ROAD N/S VINCENTIA ROAD N/S VIA ESCUELA Residential 1,035 24 24,840 AC 57 C VIMINAL ROAD S/S VIA ESCUELA S/S SAN JUAN ROAD Residential 1,014 24 24,336 AC 57 C VINCENTIA ROAD W/S WHITEWATER CLUB DRIVE E/S VOLTURNO ROAD Residential 1,218 33 40,194 AC 57 C FARRELL DRIVE S/S RACQUET CLUB ROAD N/S VIA ESCUELA Urban P.A. 1,227 61 74,847 AC 57 C INDIAN CANYON DRIVE N/S VISTA CHINO N/S RACQUET CLUB ROAD Urban P.A. 2,640 66 178,440 AC 57 C SUNRISE WAY N/S RACQUET CLUB ROAD S/S FRANCIS DRIVE Urban P.A. 1,325 66 81,450 AC 57 C TAHQUITZ CANYON WAY E/S SUNRISE WAY W/S FARRELL DRIVE Urban P.A. 3,040 78 193,884 AC 58 C PASEO EL MIRADOR E/S PASEO DE ANZA W/S SUNRISE WAY Arterial 606 24 16,344 AC 58 C DILLON ROAD W/S KAREN ROAD E END (CITY LIMITS) Collector 2,640 27 71,280 AC 58 C PASEO DE ANZA N/S FRANCIS DRIVE GATE TO CONDO COMPLEX Other 70 28 1,960 AC58 C BELLAMY ROAD E/S CERRITOS ROAD W/S FARRELL DRIVE Residential 1,131 33 37,323 AC58 C CALIENTE DRIVE S/S SIERRA WAY S/S LA VERNE WAY Residential 1,000 36 35,136 AC 58 C CALLE CHIA S/S CAMINO PAROCELA N/S CALLE ROCA Residential 217 32 6,944 AC 58 C CAMINO DESCANSO W/S S PALM CANYON DRIVE E/S CAMINO BARRANCA Residential 867 20 17,523 AC 58 C CHERRY HILLS DRIVE E/S BROADMOOR ROAD W/S BOB O'' LINK DRIVE Residential 1,161 28 32,508 AC58 C CHINO CANYON ROAD W/S MIRA LOMA E/S VIA NORTE Residential 360 34 12,240 AC 58 C CHOLLA PLACE E/S ARABY DRIVE W/S BISNAGA AVENUE Residential 300 17 5,100 AC 58 C EAST ACACIA ROAD S/S CLARKE ROAD N/S VIA ESCUELA Residential 629 24 15,096 AC 58 C FUEGO CIRCLE N/S MADRONA DRIVE N END (CDS) Residential 140 32 7,205 AC 58 C GARNET ROAD W/S MICA DRIVE E/S MOUNTAIN SHADOW DRIVE Residential 438 28 14,047 AC 58 C HIGHLAND DRIVE N/S CAMINO PAROCELA S/S RAMON ROAD Residential 621 33 18,690 AC58 C MESA DRIVE N/S CAMINO CARMELITA S/S CRESTVIEW DRIVE Residential 1,575 24 37,800 AC 58 C OSWEGO CIRCLE BOB O''LINK LANE E END Residential 150 32 6,583 AC 58 C PADUA WAY W/S HERMOSA DRIVE W END (CDS) Residential 410 32 15,366 AC58 C ROCHELLE ROAD E/S SUNRISE WAY W/S CERRITOS ROAD Residential 1,280 24 31,264 AC 58 C SAN JOSE ROAD W/S CALLE PALO FIERRO E/S SKY VIEW DRIVE Residential 905 36 32,580 AC Item 1W - Page 33
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 58 C SANTA ROSA DRIVE W/S MONTE VISTA DRIVE E/S PATENCIO ROAD Residential 446 24 11,420 AC 58 C VICTORIA ROAD S/S VIA ESCUELA N/S DESERT PARK AVENUE Residential 710 24 17,040 AC58 C VINCENTIA ROAD W/S VOLTURNO ROAD E/S VIMINAL ROAD Residential 925 24 22,200 AC58 C WEST ACACIA ROAD N/S VIA ESCUELA S/S ROCHELLE ROAD Residential 995 24 23,880 AC58 C RACQUET CLUB ROAD E/S LEONARD ROAD W END Urban P.A. 1,990 33 65,670 AC 58 C RAMON ROAD E/S EL CIELO ROAD E/S VELLA ROAD Urban P.A. 4,012 80 320,960 AC 58 C SOUTH PALM CANYON DRIVE 236'' N/O ACANTO DRIVE S/S ACANTO DRIVE Urban P.A. 277 32 8,864 AC 58 C SUNRISE WAY S/S TACHEVAH DRIVE S/S VISTA CHINO Urban P.A. 2,600 66 171,600 AC 58 C ZANJERO ROAD N/S VIA ESCUELA N END Urban P.A. 215 31 6,665 AC59 C MESQUITE AVENUE W/S MOUNTAIN VIEW DRIVE W/S NUEVA VISTA DRIVE Collector 1,646 60 82,680 AC 59 C MURRAY CANYON DRIVE W/S TOLEDO AVENUE E/S CAMINO REAL Collector 2,334 60 140,040 AC 59 C PASEO DE ANZA S/S TACHEVAH DRIVE N/S TAMARAISK ROAD Collector 1,289 36 46,602 AC59 C PUBLIC ROAD S/S CAMINOR PAROCELA N/S SUNNY DUNES ROAD Collector 446 46 20,516 AC59 C SUNNY DUNES ROAD 215'' W/O S PALM CANYON DRIVE S PALM CANYON DRIVE Collector 215 46 9,890 AC 59 C ARNICO STREET (E&W) W/S NORLOTI STREET W/S JASON COURT Residential 835 32 26,720 AC 59 C AVENIDA SEVILLA W/S BOGERT TRAIL W END (CDS) Residential 954 32 33,253 AC 59 C BARONA ROAD S/S E PALM CYN DRIVE S/S MORONGO ROAD Residential 665 62 41,230 AC 59 C BELARDO ROAD S/S MORONGO ROAD W/S S PALM CANYON DRIVE Residential 1,817 36 65,412 AC 59 C CALLE SAN RAPHAEL W/S AVENIDA EVELITA E/S EL PLACER ROAD Residential 634 33 20,922 AC 59 C CANTINA WAY W/S S PALM CANYON DRIVE N END Residential 816 22 18,672 AC 59 C CHIA ROAD E/S PASEO DE ANZA W/S SUNRISE WAY Residential 607 36 21,923 AC 59 C CIVIC DRIVE W/S CIVIC DRIVE S/S ALEJO ROAD Residential 2,086 33 68,838 AC 59 C DESERT PARK AVENUE W/S FARRELL DRIVE W/S CERRITOS ROAD Residential 1,295 36 46,620 AC59 C DESERT WAY S/S CAMINO PAROCELA N/S SUNNY DUNES ROAD Residential 625 32 20,000 AC 59 C EAGLE WAY W/S BIRDIE WAY E/S GENE AUTRY TRAIL Residential 617 36 22,212 AC 59 C EAST NICOLA ROAD S/S ROCHELLE ROAD N/S VIA ESCUELA Residential 995 24 23,880 AC 59 C EL CONQUISTADOR ROAD W/S AVNENIDA CABALLEROS W END (CDS) Residential 518 32 18,822 AC 59 C GIRASOL AVENUE N/S RACQUET CLUB ROAD S/S CABRILLO RD Residential 787 33 25,971 AC 59 C GRACE CIRCLE W/S AVENIDA CABALLEROS W END (CDS) Residential 291 33 12,328 AC 59 C JUNIPERO AVENUE S/S VIA OLIVERA N/S VIA ESCUELA Residential 773 34 26,282 AC59 C MAY DRIVE N/S TACHEVAH DRIVE N END Residential 620 30 18,600 AC 59 C MOLINO ROAD E/S SUNNYVIEW DRIVE W/S STARR ROAD Residential 723 36 28,290 AC59 C NICOLA ROAD W/S SANDRA ROAD E/S DEBORAH ROAD Residential 233 24 5,592 AC59 C PADUA WAY W/S AURORA DRIVE W/S KITTYHAWK DRIVE Residential 366 32 12,339 AC 59 C PASEO CAROLETA E/S CALLE SANTA CRUZ W/S CALLE PAUL Residential 482 33 15,906 AC 59 C PASEO DE ANZA N/S RACQUET CLUB ROAD S/S FRANCIS DRIVE Residential 1,278 36 46,008 AC 59 C PASEO EL MIRADOR W/S LINDA VISTA ROAD E/S PASEO DE ANZA Residential 270 36 14,820 AC 59 C SANDRA ROAD N/S DESERT PARK AVENUE S/S VIA ESCUELA Residential 711 24 17,064 AC59 C STARR ROAD N/S FRANCIS DRIVE N/S LINDSEY DRIVE Residential 545 32 18,696 AC 59 C STONE HEDGE ROAD E/S ANDREAS HILLS DRIVE E END (CDS) Residential 464 28 14,202 AC59 C SUNNYVIEW DRIVE N/S SIMMS ROAD N/S MOLINO ROAD Residential 305 36 10,980 AC 59 C VIA COLUSA W/S VIA MIRALESTE E/S INDIAN CANYON DRIVE Residential 1,301 20 28,179 AC 59 C YOSEMITE DRIVE E/S CAMINO REAL S END (CDS) Residential 2,383 36 88,594 AC 59 C ZANJERO ROAD S/S CABRILLO ROAD N/S CORTEZ ROAD Residential 190 18 3,420 AC Item 1W - Page 34
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 59 C SOUTH PALM CANYON DRIVE S/S E PALM CANYON DRIVE N/S EL CAMINO WAY Urban P.A. 615 60 36,900 AC 59 C SUNRISE WAY N/S AMADO ROAD N/SALEJO ROAD Urban P.A. 1,310 66 86,460 AC 60 C EL ALAMEDA E/S PRESCOTT DRIVE W/S N PALM CANYON DRIVE Collector 575 36 20,700 AC60 C TIPTON ROAD N/S WENDY ROAD 1685'' N/O WENDY ROAD Collector 1,685 28 47,180 AC 60 C BARONA ROAD S/S MORONGO TRAIL S/S JACARANDA ROAD Residential 1,350 24 32,400 AC 60 C BELARDO ROAD S/S CHINO DRIVE N/S ALEJO ROAD Residential 246 31 7,824 AC60 C DEBORAH ROAD S/S ROCHELLE ROAD N/S VIA ESCUELA Residential 995 24 23,880 AC 60 C MARICOPA DRIVE W/S TOLEDO AVENUE E/S MADRONA DRIVE Residential 704 36 25,344 AC 60 C OCOTILLO AVENUE W/S CAMINO REAL E/S S PALM CANYON DRIVE Residential 1,918 36 69,048 AC 60 C POWELL ROAD W/S FARRELL DRIVE E/S CERRITOS ROAD Residential 1,131 33 37,323 AC 60 C PRESCOTT DRIVE N/S MERITO PLACE E/S PRESCOTT DRIVE Residential 490 40 22,652 AC 60 C SOUTH DEEPWELL ROAD N/S E PALM CANYON DRIVE N/S E DEEP WELL ROAD Residential 784 48 37,632 AC 60 C STARR ROAD N/S MOLINO ROAD N/S SIMMS ROAD Residential 263 36 9,868 AC 60 C SUNSET WAY N/S TAHQUITZ CANYON WAY S/S AMADO ROAD Residential 1,260 33 41,580 AC 60 C TORO CIRCLE W/S SIERRA MADRE W END (CDS) Residential 227 36 10,978 AC 60 C TWIN STAR ROAD E/S MOUNTAIN SHADOW DRIVE 490'' E/O MOUNTAIN SHADOW DRIVE Residential 490 28 13,720 AC 60 C VELLA ROAD S/S MESQUITE AVENUE S END (CDS) Residential 492 36 19,820 AC 60 C VIA ALTAMIRA E/S INDIAN CANYON ROAD W/S VIA MIRALESTE Residential 1,303 20 27,234 AC60 C VICTORIA ROAD N/S HUDSON ROAD E/S MAGNOLIA ROAD Residential 720 24 17,280 AC 60 C VISTA GRANDE AVENUE N/S VIA ESCUELA E/S VIA MONTE VISTA Residential 789 32 25,248 AC 60 C WILLIAMS ROAD N/S CAMINO PAROCELA S/S RAMON ROAD Residential 603 42 25,326 AC 60 C ALEJO ROAD E/S PALM CANYON DRIVE W/S INDIAN CANYON DRIVE Urban P.A. 309 66 19,407 AC 60 C AVENIDA CABALLEROS N/S TAMARISK ROAD N/S TACHEVAH DRIVE Urban P.A. 1,322 60 75,500 AC 60 C AVENIDA CABALLEROS N/S RACQUET CLUB ROAD S/S FRANCIS DRIVE Urban P.A. 1,327 60 79,620 AC 60 C FARRELL DRIVE N/S TAHQUITZ CANYON WAY N/S RAMON ROAD Urban P.A. 2,633 60 157,980 AC 60 C SAN RAFAEL ROAD W/S SUNRISE WAY 265'' E/O AVENIDA CABALLEROS Urban P.A. 2,315 60 138,900 AC 61 C WHITEWATER CUTOFF TIPTON ROAD EAST I‐10 BRIDGE Arterial 1,850 36 66,600 AC 61 C ARENAS ROAD E/S CALLE EL SEGUNDO W/S CALLE ENCILIA Collector 510 30 19,689 AC 61 C CAHUILLA ROAD S/S BARISTO ROAD N/S RAMON ROAD Collector 1,278 27 33,313 AC 61 C SAN LUIS REY DRIVE N/S SUNNY DUNES ROAD S/S RAMON ROAD Collector 1,250 54 65,985 AC 61 C AVENIDA CABALLEROS N/S SAN RAFAEL ROAD N END Residential 1,280 36 46,080 AC 61 C AVENIDA CABALLEROS FRONTAGE RO N/S VIA ESCUELA S/S RACQUET CLUB ROAD Residential 1,260 26 32,760 AC 61 C AVENIDA PALMERA W/S VIA SOLEDAD E/S S PALM CANYON DRIVE Residential 425 26 11,050 AC 61 C CLARKE ROAD E/S ACACIA ROAD W/S FARRELL DRIVE Residential 270 33 8,910 AC61 C COMPADRE ROAD S/S BARISTO ROAD N/S RAMON ROAD Residential 1,267 34 43,078 AC 61 C DAVIS WAY N/S FRANCIS DRIVE S/S LINDSEY DRIVE Residential 530 32 16,864 AC61 C EL CID W/S AVENIDA CABALLEROS W END (CDS) Residential 518 32 18,822 AC 61 C GEM CIRCLE W/S HERMOSA DRIVE W END (CDS) Residential 410 32 15,366 AC 61 C HERMOSA DRIVE N/S MESQUITE AVENUE S/S SAN LORENZO ROAD Residential 226 20 4,520 AC 61 C LAWRENCE STREET N/S MARTHA STREET S/S 34TH AVENUE Residential 1,314 32 42,048 AC 61 C LOBO WAY E/S TULARE DRIVE W/S CHICO DRIVE Residential 325 36 13,140 AC61 C LOUELLA ROAD S/S LIVMOR AVENUE N/S ANDREAS ROAD Residential 339 32 10,848 AC61 C LUZ CIRCLE N/S MADRONA DRIVE N END (CDS) Residential 125 32 6,725 AC 61 C NUEVA VISTA N/S ARROYO VISTA DRIVE N/S MESQUITE AVENUE Residential 1,303 33 42,999 AC Item 1W - Page 35
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 61 C PASEO LUISA W/S PASEO DOROTEA E/S AVENIDA EVELITA Residential 370 32 11,840 AC 61 C ROSA PARKS ROAD W/S INDIAN CANYON DRIVE E/S EASTGATE ROAD Residential 2,707 36 98,307 AC 61 C SAN LORENZO ROAD W/S CAMINO REAL W/S HERMOSA DRIVE Residential 1,684 23 38,732 AC 61 C SAN MARCO WAY W/S PALM CANYON DRIVE W END Residential 774 18 13,932 AC61 C SATURMINO ROAD N/S AMADO ROAD N/S DESERT PALMS Residential 655 34 22,270 AC61 C SATURMINO ROAD S/S AMADO ROAD N/S ANDREAS ROAD Residential 733 34 24,922 AC 61 C SUNAIR ROAD W/S AVENIDA CABALLEROS E/S MCCARN ROAD Residential 525 33 17,952 AC 61 C TOLEDO CIRCLE W/S TOLEDO AVENUE W END (CDS) Residential 135 32 7,045 AC 61 C VIA ESCUELA E/S FARRELL DRIVE 130'' E/O WHITEWATER CLUB DRIVE Residential 2,505 33 82,665 AC61 C VIA ESCUELA W/S HERMOSA DRIVE W/S SUNRISE WAY Residential 1,300 36 46,800 AC61 C VIA MIRALESTE N/S MEL AVENUE S/S PASEO EL MIRADOR Residential 370 64 23,680 AC 61 C VIA SAN DIMAS E/S AVENIDA CABALLEROS W/S AVENIDA SAN GABRIEL Residential 477 32 15,264 AC 61 C ALEJO ROAD W/S COMMERCIAL ROAD E END Urban P.A. 1,250 60 75,000 AC 61 C DINAH SHORE DRIVE W/S CROSSLEY ROAD WEST END OF BRIDGE Urban P.A. 3,810 60 233,050 AC 61 C E PALM CANYON DRIVE W/S CERRITOS DRIVE ‐ EB W/S FARRELL DRIVE Urban P.A. 1,335 22 34,170 AC 61 C FARRELL DRIVE N/S VIA ESCUELA N/S VISTA CHINO Urban P.A. 1,313 61 80,093 AC 61 C RACQUET CLUB ROAD E/S AURORA DRIVE W/S SUNRISE WAY Urban P.A. 1,913 60 114,780 AC 61 C RAMON ROAD W/S FARRELL DRIVE W/S EL CIELO ROAD Urban P.A. 2,243 60 142,980 AC 61 C SAN RAFAEL ROAD W/S INDIAN CANYON ROAD E/S VIRGINIA ROAD Urban P.A. 1,623 33 53,559 AC 61 C FARRELL DRIVE N/S TACHEVAH DRIVE 200'' N/O TAMARISK DRIVE Urban P.A. 1,554 60 93,240 AC/AC 61 C BOGERT TRAIL E/S S PALM CANYON DRIVE 440'' E/O S.P.C. DRIVE Residential 440 36 19,385 PCC 62 C 34TH AVENUE E/S GOLF CLUB DRIVE 245'' W/O LAWRENCE STREET Collector 1,593 28 44,604 AC 62 C AIRPORT CENTER DRIVE E/S AVENIDA EVELITA E/S EL PLACER ROAD Collector 660 36 23,760 AC 62 C CHINO ROAD W/S PATENCIO ROAD W/S N PALM CANYON DRIVE Collector 1,885 40 75,400 AC 62 C MESQUITE AVENUE 160'' WEST OF S PALM CANYON DR E/S BELARDO ROAD Collector 450 60 27,000 AC 62 C MESQUITE AVENUE W/S S PALM CANYON DRIVE 160'' WEST OF S PALM CANYON DRI Collector 160 50 8,000 AC 62 C SATURNINO ROAD W/S AVENIDA CABALLEROS E/S CALLE EL SEGUNDO Collector 1,435 46 66,010 AC 62 C SUNNY DUNES ROAD E/S S PALM CANYON DRIVE W/S CALLE PALO FIERRO Collector 974 50 48,700 AC 62 C ALTO CIRCLE E/S SIERRA MADRE E END (CDS) Residential 227 36 10,978 AC 62 C ARABY DRIVE 135'' S/O E PALM CANYON DRIVE S/S ARABY CIRCLE Residential 1,500 36 54,000 AC 62 C CABILDO CIRCLE W/S TOLEDO AVENUE W END (CDS) Residential 200 32 9,125 AC 62 C CALLE PALO FIERRO N/S TWIN PALMS S/S E PALM CANYON DRIVE Residential 450 36 16,200 AC 62 C CALLE SAN RAPHAEL W/S EUGENE ROAD E/S WILLIAMS ROAD Residential 291 35 10,185 AC 62 C CAMINO PAROCELA 145'' E OF FERN CANYON 180'' W OF FERN CANYON DRIVE Residential 325 20 6,500 AC 62 C CAMINO PAROCELA E/S EL CIELO ROAD W/S EL PLACER ROAD Residential 1,166 32 36,580 AC 62 C CAMINO PAROCELA W/S VELLA ROAD E/S CALLE SANTA CRUZ Residential 630 36 22,680 AC 62 C CHERRY HILLS DRIVE W/S BOB O'' LINK DRIVE W/S PEBBLE BEACH DRIVE Residential 545 28 15,260 AC 62 C CONCHA CIRCLE W/S TOLEDO AVENUE W END (CDS) Residential 251 32 10,757 AC 62 C DEL SOL ROAD E/S ANZA ROAD S/S OASIS ROAD Residential 513 36 18,468 AC62 C DESERT PALMS DRIVE W/S CERRITOS DRIVE E/S SATURMINO DRIVE Residential 834 32 28,035 AC 62 C EAST BOGERT TRAIL S/S REDFORD DRIVE S/S ANDREAS HILLS DRIVE Residential 2,050 36 73,800 AC 62 C EL ALAMEDA E/S AVENIDA CABALLEROS W/S ARQUILLA ROAD Residential 612 36 22,032 AC 62 C EL PLACER RD S/S RAMON ROAD N/S SUNNY DUNES ROA Residential 1,261 33 41,613 AC 62 C GARDEN ROAD E/S MCCARD ROAD W/S AVENIDA CABALLEROS Residential 525 33 17,325 AC Item 1W - Page 36
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 62 C GIRASOL AVENUE S/S CABRILLO ROAD E/S VISTA GRANDE Residential 997 24 23,928 AC 62 C KITTYHAWK DRIVE N/S PADUA WAY N/S ADOBE WAY Residential 820 32 26,240 AC 62 C MARION WAY W/S NAVAJO ROAD E/S JOSHUA TREE PLACE Residential 330 25 8,250 AC 62 C MEL AVENUE W/S VIA MIRALESTE E/S INDIAN CANYON DRIVE Residential 1,250 32 40,000 AC 62 C MERITO PLACE W/S N PALM CANYON DRIVE E/S MISSION ROAD Residential 1,705 26 44,350 AC 62 C OLEANDER ROAD N/S SUNNY DUNES ROAD S/S CAMINO PAROCELA Residential 611 36 21,996 AC 62 C RIDGEMORE DRIVE E/S ANDREAS HILLS DRIVE E END Residential 1,100 32 35,200 AC 62 C SAHARA ROAD E/S CERRITOS ROAD N/S VISTA CHINO Residential 592 36 21,312 AC62 C SAN LORENZO ROAD E/S RANDOM ROAD W/S CAMINO REAL Residential 1,085 32 34,720 AC 62 C SIMMS ROAD W/S SUNNYVIEW DRIVE E/S INDIAN CANYON DRIVE Residential 383 32 12,256 AC 62 C VERBENA DRIVE W/S SUNRISE WAY E/S PASEO DE ANZA Residential 612 37 22,735 AC 62 C VIA LIVORNO E/S VISTA DRIVE W/S PALERMO DRIVE Residential 522 23 12,006 AC62 C VISTA GRANDE AVENUE S/S GIRASOL AVENUE S/S CABRILLO ROAD Residential 834 24 20,016 AC62 C WARM SANDS DRIVE N/S SUNNY DUNES ROAD S/S RAMON ROAD Residential 1,598 33 52,734 AC 62 C TAHQUITZ CANYON WAY W/S SUNRISE WAY W/S AVENIDA CABALLEROS Urban P.A. 2,645 30 82,350 AC 62 C BELARDO ROAD S/S ARENAS ROAD N/S BARISTO ROAD Collector 607 44 26,708 AC/AC63 C BARISTO ROAD E/S FARRELL DRIVE 200 E/O FARRELL DRIVE Collector 200 60 12,000 AC 63 C GARNET AVENUE W/S INDIAN CANYON DRIVE 200'' W/O INDIAN CANYON DRIVE Collector 200 25 5,000 AC63 C MESQUITE AVENUE E/S NUEVA VISTA DRIVE W/S VELLA ROAD Collector 1,430 60 60,660 AC 63 C ACACIA ROAD W/S VICTORIA ROAD E/S MAGNOLIA ROAD Residential 248 24 5,952 AC 63 C ARROYO VISTA DRIVE E/S EL PLACER ROAD S/S NUEVA VISTA Residential 1,065 33 35,145 AC 63 C CALLE DE RICARDO W/S VELLA ROAD E/S CALLE SANTA CRUZ Residential 645 33 21,285 AC 63 C CALLE PALO FIERRO N/S SANTIAGO WAY S/S AVENIDA GRANADA Residential 1,440 36 54,202 AC 63 C CALLE SAN ANTONIO E/S EL PLACER ROAD W/S AVENIDA EVELITA Residential 630 33 20,790 AC 63 C DE ANZA ROAD S/S DOMINGUEZ ROAD N/S CORTEZ ROAD Residential 659 16 10,544 AC 63 C DESERT PARK AVENUE W/S CERRITOS ROAD E/S SUNRISE WAY Residential 1,287 36 46,332 AC 63 C HERMOSA DRIVE N/S VIA ESCUELA S/S RACQUET CLUB ROAD Residential 1,288 36 46,368 AC 63 C LUNA WAY W/S HERMOSA DRIVE W END (CDS) Residential 410 32 15,366 AC 63 C MARGUERITE STREET S/S 34TH AVENUE N/S MARTHA STREET Residential 1,365 32 43,680 AC63 C NORTH RIVERSIDE DRIVE E/S CAMINO REAL W/S SUNRISE WAY Residential 3,169 30 95,070 AC 63 C PASEO DE ANZA S/S GRANVIA VALMONTE N/S ALEJO ROAD Residential 620 36 22,855 AC 63 C RACQUET CLUB FRONTAGE ROAD E/S AVENIDA CABALLEROS W/S HERMOSA DRIVE Residential 1,240 26 32,240 AC 63 C SANTA ELENA ROAD W/S VIA NORTE W END Residential 949 24 22,776 AC 63 C SIERRA MADRE DRIVE S/S AVENIDA GRANADA S END Residential 580 32 18,560 AC 63 C SONORA ROAD W/S EL CIELO ROAD SAN JOAQUIN DRIVE Residential 2,119 36 76,284 AC 63 C VIA LAS PALMAS 208'' W/O PALM CANYON DRIVE W/S N PALM CANYON DRIVE Residential 208 36 7,488 AC 63 C VIA LAZO W/S CAMINO REAL ‐ N END W/S CAMINO REAL ‐ S END Residential 1,146 36 42,649 AC 63 C VIA SOLEDAD S/S SONORA ROAD N/S AVENIDA OLANCHA Residential 625 32 20,000 AC 63 C VISTA DRIVE S/S RACQUET CLUB ROAD S END Residential 1,045 21 21,945 AC 63 C ALEJO ROAD 240'' E. OF INDIAN CANYON DRIVE E/S INDIAN CANYON DRIVE Urban P.A. 240 74 17,760 AC 63 C ALEJO ROAD W/S PALM CANYON DRIVE E/S VINE AVENUE Urban P.A. 1,535 36 55,260 AC 63 C SB SIDE OF INDIAN CANYON DRIVE N/S 20TH AVENUE 525'' N/O 20TH AVENUE Urban P.A. 525 64 35,280 AC63 C SUNRISE WAY N/S VISTA CHINO S/S VIA ESCUELA Urban P.A. 1,318 66 86,988 AC 64 C BIRD CENTER LANE N/S TACHEVAH DRIVE N END Collector 958 46 44,068 AC Item 1W - Page 37
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 64 C EL CIELO ROAD N/S SONORA ROAD N/S ESCOBA DRIVE Collector 1,320 60 79,200 AC 64 C GARNET AVENUE W PSP CITY LIMITS 1 MILE E. OF PSP CITY LIMITS Collector 5,280 33 174,240 AC 64 C MISSION DRIVE E/S GENE AUTRY TRAIL 174'' E/O GENE AUTRY TRAIL Collector 174 36 6,264 AC 64 C SUNNY DUNES ROAD E/S GENE AUTRY TRAIL 440'' E/O GENE AUTRY TRAIL Collector 440 50 22,000 AC 64 C CALLE PALO FIERRO N/S LA VERNE WAY S/S TWIN PALMS DRIVE Residential 2,118 25 52,950 AC 64 C CAMINO CARMELITA W/S S PALM CANYON DRIVE W END Residential 860 22 22,070 AC64 C CARRIAGE LANE S/S DESERT PARK AVENUE N/S VISTA CHINO Residential 840 36 45,900 AC 64 C CHICO DRIVE N/S LOBO WAY S/S MARICOPA DRIVE Residential 514 36 18,504 AC 64 C DUANE ROAD S/S SPENCER DRIVE N/S ALEXANDER WAY Residential 365 33 12,582 AC 64 C FLOR CIRCLE W/S CALLE PALO FIERRO W END (CDS) Residential 230 36 10,988 AC 64 C HERMOSA DRIVE N/S RACQUET CLUB ROAD S/S FRANCIS DRIVE Residential 1,294 36 46,584 AC64 C HILLVIEW COVE E/S ANDREAS HILLS DRIVE E END (CSD) Residential 490 40 21,847 AC64 C KAWEAH ROAD N/S CAMINO NORTE S/S STEVENS ROAD Residential 248 33 8,184 AC64 C LUGO ROAD S/S ARENAS ROAD 182'' S/O ARENAS ROAD Residential 182 32 5,824 AC 64 C MESQUITE AVENUE E/S RANDOM ROAD W/S CALLE PALO FIERRO Residential 1,880 36 67,680 AC64 C MORSUN CIRCLE N/S LIVMOR AVENUE N END (CDS) Residential 206 25 7,258 AC 64 C PASEO DE ANZA S/S TAMARISK ROAD N/S GRANVIA VALMONTE Residential 620 36 22,748 AC64 C PATENCIO ROAD S/S CRESCENT DRIVE N/S CHINO DRIVE Residential 275 28 6,368 AC 64 C PLATO CIRCLE N/S MADRONA DRIVE N END (CDS) Residential 125 32 6,725 AC 64 C RANCHERO ROAD E/S COMPADRE ROAD E END (CDS) Residential 654 36 26,350 AC 64 C SANTIAGO WAY E/S SIERRA MADRE DRIVE W/S CALLE PALO FIERO Residential 811 36 31,306 AC64 C SATURMINO ROAD N/S DESERT PALMS S/S ALEJO ROAD Residential 615 34 20,910 AC 64 C WEST ACACIA ROAD W/S MAGNOLIA ROAD S/S VIA ESCUELA Residential 640 24 15,360 AC 64 C INDIAN CANYON DRIVE S/S SAN RAFAEL ROAD N/S OASIS ROAD Urban P.A. 716 72 45,335 AC 64 C SAN RAFAEL ROAD 650'' E/O INDIAN CANYON DR 265'' E/O AVENIDA CABALLEROS Urban P.A. 2,200 60 132,000 AC 65 C AIRLANE DRIVE S/S LIVMOR AVENUE N/S ANDREAS ROAD Residential 330 25 8,250 AC65 C AURORA DRIVE S/S FRANCIS DRIVE N/S RACQUET CLUB DRIVE Residential 1,288 36 46,368 AC 65 C AZALEA CIRCLE EAST E/S GOLDENROD LANE E END (CDS) Residential 200 32 9,125 AC65 C BARONA ROAD N/S BOGERT TRAIL N END Residential 322 60 19,320 AC 65 C CALLE DE CARLOS W/S PASEO DOROTEA E/S AVENIDA EVELITA Residential 621 32 19,872 AC65 C CAMINO CENTRO N/S S VIA LAS PALMAS S/S N VIA LAS PALMAS Residential 295 31 9,145 AC 65 C CAMINO SAN MIGUEL W/S VELLA ROAD E/S CALLE SANTA CRUZ Residential 638 33 21,054 AC 65 C CRESTVIEW WAY W/S MESA DRIVE E/S RIDGE ROAD Residential 1,226 26 31,876 AC 65 C HIGHLAND DRIVE N/S SUNNY DUNES ROAD N/S CAMINO PAROCELA Residential 650 32 20,800 AC 65 C JANET CIRCLE W/S AVENIDA CABALLEROS W END (CDS) Residential 291 33 12,328 AC 65 C JULIAN ROAD W/S JUANITA ROAD E/S FARRELL DRIVE Residential 250 25 6,250 AC 65 C LINDSEY DRIVE W/S STARR ROAD E/S SUNNYVIEW DRIVE Residential 767 32 24,544 AC 65 C LUNA WAY E/S HERMOSA DRIVE W/S PASEO DE ANZA Residential 613 32 19,616 AC 65 C PHILLIPS ROAD N/S GRANVIA VALMONTE S/S TAMARISK ROAD Residential 626 33 20,658 AC 65 C REGAL DRIVE E/S ROSE AVENUE W/S VIA MONTE VISTA Residential 1,119 32 35,808 AC 65 C SAHARA ROAD N/S VISTA CHINO W/S CERRITOS ROAD Residential 582 36 20,952 AC65 C TULARE DRIVE S/S MARICOPA DRIVE N/S LOBO WAY Residential 662 36 25,992 AC65 C VIA AGULIA N/S LA JOLLA ROAD S/S TWIN PALMS DRIVE Residential 490 30 14,700 AC 65 C VIA NORTE S/S VIA ESCUELA N/S MARISCAL ROAD Residential 295 33 9,735 AC Item 1W - Page 38
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 65 C VINE AVENUE N/S ALEJO ROAD S/S CHINO DRIVE Residential 330 37 12,210 AC 65 C WEST NICOLA ROAD W/S DEBORAH ROAD S/S VIA ESCUELA Residential 634 24 15,216 AC 65 C ALEJO ROAD E/S SUNRISE WAY E/S SUNSET WAY Urban P.A. 1,986 52 103,272 AC 66 C CAHUILLA ROAD S/S ARENAS ROAD N/S BARISTO ROAD Collector 605 35 21,175 AC 66 C CALLE EL SEGUNDO N/S AMADO ROAD S/S ALEJO ROAD Collector 1,229 60 73,740 AC 66 C CALLE ENCILIA S/S ALEJO ROAD N/S AMADO ROAD Collector 1,255 44 63,615 AC 66 C EL PLACER ROAD S/S AIRPORT CENTER DRIVE N/S RAMON ROAD Collector 238 50 11,900 AC 66 C KIRK DOUGLAS WAY EL CIELO ROAD RAMON ROAD Collector 4,637 48 222,576 AC 66 C SATURNINO ROAD W/S CALLE EL SEGUNDO E/S CALLE ENCILIA Collector 515 36 18,540 AC 66 C TACHEVAH DRIVE E/S GENE AUTRY TRAIL EAST END Collector 526 46 24,196 AC66 C TACHEVAH DRIVE E/S AVENIDA CABALLEROS W/S PASEO DE ANZA Collector 1,934 24 46,416 AC 66 C TACHEVAH DRIVE W/S CERRITOS ROAD W/S FARRELL DRIVE Collector 1,035 60 62,100 AC 66 C VALDIVIA WAY S/S LA CAMPANA WAY N/S TACHEVAH DRIVE Collector 1,020 36 36,720 AC 66 C PASEO DE ANZA S/S SAN RAFAEL ROAD GATE TO CONDO COMPLEX Other 85 28 2,380 AC 66 C ANDREAS ROAD W/S FARRELL DRIVE E/S SUNSET WAY Residential 988 36 35,568 AC 66 C AVENIDA SAN GABRIEL N/S VIA SAN MICHAEL S/S VIA SAN DIMAS Residential 943 32 32,901 AC 66 C BELARDO ROAD 945'' S/O RAMON ROAD N/S SUNNY DUNES ROAD Residential 318 42 13,356 AC 66 C BIRDIE WAY N/S EAGLE WAY S/S PAR DRIVE Residential 819 36 30,201 AC 66 C CAHUILLA ROAD N/S HERMOSA PLACE S/S VIA LOLA Residential 364 30 10,920 AC 66 C CAHUILLA ROAD N/S ALEJO ROAD S/S CHINO DRIVE Residential 249 31 7,783 AC 66 C CALLE DE CARLOS E/S CALLE SANTA CRUZ W/S VELLA ROAD Residential 645 20 14,157 AC 66 C CAMINO REAL S/S SOUTH RIVERSIDE N/S MESQUITE AVENUE Residential 488 58 28,304 AC66 C CAMINO REAL S/S LA VERNE WAY N/S S VIA LAZO Residential 2,475 36 89,100 AC 66 C CORSICA COURT S/S AVENIDA SEVILLA S END (CDS) Residential 188 32 8,741 AC 66 C DEMUTH PARK ACCESS ROAD S/S MESQUITE AVENUE E END (CDS) Residential 1,456 28 43,015 AC 66 C DESERT PALMS DRIVE W/S SUNSET WAY E/S CERRITOS DRIVE Residential 625 32 20,000 AC 66 C DESERT VIEW DRIVE S/S RAMON ROAD N/S SUNNY DUNES ROAD Residential 1,274 28 35,672 AC 66 C EL ALAMEDA E/S PASEO DE ANZA W/S SUNRISE WAY Residential 610 36 21,960 AC 66 C GATEWAY DRIVE E/S PAMELA DRIVE E/S STATE HWY 111 Residential 680 36 24,480 AC 66 C GRANVIA VALMONTE W/S ARQUILLA ROAD E/S AVENIDA CABALLEROS Residential 615 37 22,755 AC 66 C HERMOSA DRIVE S/S TAHQUITZ CANYON WAY S/S ARENAS ROAD Residential 620 32 19,840 AC 66 C JACQUES DRIVE S/S VIA ESCUELA N/S LOUISE DRIVE Residential 928 33 30,624 AC 66 C MORONGO TRAIL 975'' W/O ARABY DRIVE E/S BARONA ROAD Residential 300 36 10,800 AC 66 C MOUNTAIN VIEW PLACE E/S VIA MONTE VISTA W/S PATENCIO ROAD Residential 200 30 8,300 AC 66 C PATENCIO ROAD S/ S VIA LOLA N/S CANYON PLACE Residential 1,065 26 27,690 AC 66 C PLAIMOR AVENUE E/S EASMOR CIRCLE W/S AIRLANE DRIVE Residential 1,227 25 31,893 AC 66 C SEPULVEDA ROAD E/S LOS FELICES ROAD W/S DE ANZA ROAD Residential 738 22 16,236 AC 66 C SIERRA MADRE DRIVE N/S MURRAY CANYON DRIVE 110'' N/O SANTIAGO WAY Residential 960 36 34,560 AC66 C SILVERADO CIRCLE S/S SIERRA WAY S END (CDS) Residential 265 29 9,932 AC 66 C VAQUERO ROAD CHIA ROAD CDS Residential 529 33 17,457 AC 66 C VIA OLIVERA W/S INDIAN CANYON DRIVE 450'' W/O INDIAN CANYON DRIVE Residential 450 36 16,200 AC 66 C YORBA ROAD W/S ZANJERO ROAD W/S LOS FELICES ROAD Residential 1,559 27 42,093 AC66 C EAST PALM CANYON DRIVE S/S RAMON ROAD N/S CAMINO PAROCELA Urban P.A. 760 60 45,600 AC 66 C INDIAN CANYON DRIVE N/S ALEJO ROAD S/S GRANVIA VALMONTE Urban P.A. 500 58 28,564 AC Item 1W - Page 39
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 66 C SOUTH INDIAN CANYON DRIVE N/S CAMINO PAROCELA S/S RAMON ROAD Urban P.A. 673 60 40,380 AC 66 C TAHQUITZ CANYON WAY W/S CALLE ENCILIA W/S AVENIDA CABALLEROS Urban P.A. 2,068 30 66,840 AC67 C 20TH AVENUE W/S INDIAN CANYON DRIVE 380'' W/O INDIAN CANYON DRIVE Collector 380 50 19,000 AC67 C BARISTO ROAD E/S AVENIDA CABALLEROS E/S HERMOSA DRIVE Collector 1,316 46 60,536 AC67 C ORR WAY W/S RUPPERT STREET E/S MCLANE STREET Collector 418 52 21,736 AC 67 C PALM HILLS DRIVE S/S STATE HWY 111 S END Collector 483 74 30,942 AC 67 C ADOBE WAY W/S PASEO DE ANZA W END (CDS) Residential 413 32 15,462 AC 67 C AVENIDA FEY NORTE N/S VIA ROBERTO MIGUEL E END Residential 1,084 32 34,688 AC 67 C AVENIDA FEY NORTE S/S VIA ROBERTO MIGUEL S END (CDS) Residential 546 32 20,197 AC 67 C AVENIDA HOKONA E/S VIA SALIDA W/S CALL PALO FIERRO Residential 539 33 17,787 AC 67 C AVERY DRIVE W.S BEVERLY DRIVE E/S COMPADRE ROAD Residential 756 36 27,936 AC 67 C CADIZ CIRCLE S/S LA VERNE WAY S END (CDS) Residential 388 32 14,663 AC 67 C CALLE ROLPH N/S TACHEVAH DRIVE S/S PASEL EL MIRADOR Residential 740 22 16,280 AC 67 C CALLE SAN ANTONIO E/S AVENIDA EVELITA W/S PASEO DOROTEA Residential 621 33 20,493 AC 67 C CAMINO REAL S/S CALLE PALO FIERRO N/S SONORA ROAD Residential 488 50 24,400 AC 67 C CAMINO SAN SIMEON E/S CALLE SANTA CRUZ W/S VELLA ROAD Residential 638 33 21,054 AC 67 C HERMOSA PLACE E/S PATENCIO ROAD W/S MISSION ROAD Residential 733 34 24,922 AC 67 C MAGNOLIA ROAD S/S ROCHELLE ROAD N/S HUDSON ROAD Residential 740 24 17,760 AC 67 C MOUNTAIN VIEW DRIVE N/S SUNNY DUNES ROAD N/S CAMINO PAROCELA Residential 656 32 20,992 AC 67 C REDFORD DRIVE E/S BOGERT TRAIL W/S ANDREAS HILLS DRIVE Residential 540 32 17,280 AC 67 C ROCHELLE ROAD E/S CERRITOS ROAD N/S CLARKE ROAD Residential 1,295 24 31,080 AC67 C STARR ROAD N/S VIA ESCUELA S/S RACQUET CLUB ROAD Residential 1,305 32 41,760 AC 67 C VIA MONTE VISTA N/S VISTA CHINO N/S STEVENS ROAD Residential 689 47 32,383 AC 67 C WILLIAM KRISEL WAY E/S ARQUILLA ROAD E/S CAMINO REAL Residential 1,305 36 46,980 AC67 C RACQUET CLUB ROAD E/S SUNRISE WAY W/S FARRELL DRIVE Urban P.A. 2,512 61 153,232 AC 67 C SOUTH PALM CANYON DRIVE CL CHERYL CREEK BRIDGE 40'' N/O BOGERT TRAIL Urban P.A. 948 60 56,880 AC 68 C 20TH AVENUE 380'' W/O INDIAN CANYON DRIVE 915'' W/O RUPPERT STREET Collector 2,200 50 110,000 AC 68 C AMADO ROAD E/S AVENIDA CABALLEROS 600'' E/O. AVENIDA CABALLEROS Collector 600 46 27,600 AC 68 C AMADO ROAD 300'' W/O SUNRISE WAY W/S SUNRISE WAY Collector 300 60 18,000 AC 68 C CALLE EL SEGUNDO N/S TAHQUITZ CANYON WAY S/S AMADO ROAD Collector 1,255 60 75,300 AC 68 C COMPUTER WAY W/S RESEARCH DRIVE E/S FARRELL DRIVE Collector 351 36 12,636 AC 68 C GOLF CLUB DRIVE N/S STATE HWY 111 (E PALM CYN) N/S BOLERO ROAD Collector 1,760 76 119,360 AC 68 C PAVILION WAY S/S BARISTO ROAD S END Collector 1,256 37 46,472 AC 68 C ALVARADO ROAD E/S PALM CANYON DRIVE E/S LOS FELICES ROAD Residential 293 28 8,204 AC68 C ARQUILLA ROAD S/S TAMARISK ROAD N/S ALEJO ROAD Residential 1,279 36 46,044 AC 68 C AVENIDA PALOS VERDES S/S TAMARISK ROAD N/S VIA ALTAMIRA Residential 285 27 8,595 AC 68 C CAMBRIDGE COURT W/S EL CIELO ROAD ‐ N END W/S EL CIELO ROAD ‐ S END Residential 958 32 31,104 AC 68 C CAMINO PAROCELA W/S GRENFALL ROAD E/S WARM SANDS DRIVE Residential 280 33 9,240 AC 68 C CHAPARRAL ROAD S/S VISTA CHINO S/S COTTONWOOD ROAD Residential 241 32 7,712 AC68 C CIVIC DRIVE N/S TAHQUITZ CANYON WAY N/S LIVMOR AVENUE Residential 756 36 27,216 AC 68 C DOGWOOD DRIVE WEST W/S GOLDENROD LANE W END (CDS) Residential 200 32 9,125 AC 68 C GARY CIRCLE S/S VIA ROBERTO MIGUEL S END (CDS) Residential 124 32 6,693 AC 68 C GOLDEN ROAD LANE N/S BOGERT TRAIL N END (CDS) Residential 942 32 32,869 AC 68 C HERMOSA DRIVE N/S RAMON ROAD N END Residential 596 36 21,456 AC Item 1W - Page 40
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 68 C JUANITA CIRCLE S/S GATEWAY DRIVE S END (CDS) Residential 188 32 8,676 AC68 C LEONARD ROAD S/S CHINO CANYON ROAD N/S PANORAMA ROAD Residential 470 16 7,520 AC68 C LOS FELICES ROAD N/S YORBA ROAD N END Residential 426 32 13,632 AC 68 C MARIGOLD CIRCLE S/S BOGERT TRAIL S END (CDS) Residential 475 32 17,925 AC 68 C MARION WAY W/S LA VERNE WAY E/S CALIENTE ROAD Residential 417 36 15,012 AC 68 C MARION WAY W/S CALIENTE ROAD E/S NAVAJO ROAD Residential 1,137 25 28,425 AC 68 C OLEANDER ROAD S/S CAMINO PAROCELA S/S RAMON ROAD Residential 645 36 23,220 AC 68 C PASEO DE ANZA N/S PASEO EL MIRADOR N/S CHIA ROAD Residential 529 28 17,045 AC 68 C PEBBLE BEACH DRIVE S/S CHERRY HILLS DRIVE N/S LAKESIDE DRIVE Residential 1,655 32 52,960 AC 68 C ROSE AVENUE N/S CRESCENT DRIVE S/S CERES ROAD Residential 1,000 33 33,000 AC68 C SIERRA WAY E/S CALIENTE DRIVE W/S TOLEDO AVENUE Residential 1,105 36 39,780 AC 68 C TWIN PALMS DRIVE W/S CALLE PALO FIERRO E/S S PALM CANYON DRIVE Residential 1,260 36 44,904 AC 68 C VIA ESCUELA E/S VISTA GRANDE W END Residential 987 26 25,662 AC 68 C VIA MONTE VISTA N/S STEVENS ROAD N/S CAMINO NORTE Residential 330 43 14,190 AC 68 C VIA MONTE VISTA N/S CAMINO NORTE N/S VIA LAS PALMAS Residential 690 43 29,670 AC 68 C VIA MONTE VISTA N/S CAMINO SUR N/S CRESCENT DRIVE Residential 2,261 38 85,918 AC 68 C VIA VAQUERO E/S COMPADRE ROAD E END (CDS) Residential 682 27 19,624 AC68 C WARM SANDS PLACE N/S SUNNY DUNES ROAD W/S WARM SANDS DRIVE Residential 610 32 19,520 AC68 C WYMAN DRIVE S/S LINDSEY DRIVE N/S FRANCIS DRIVE Residential 530 32 16,960 AC 68 C DILLON ROAD W/S DIABLO ROAD W END (CITY LIMITS) Urban P.A. 1,000 19 19,000 AC 68 C GENE AUTRY TRAIL N/S VISTA CHINO 293'' N/O VISTA CHINO Urban P.A. 293 94 27,542 AC 68 C INDIAN CANYON DRIVE S/S GRANVIA VALMONTE S/S TACHEVAH DRIVE Urban P.A. 2,053 58 119,929 AC 68 C INDIAN CANYON DRIVE S/S TACHEVAH DRIVE S/S VISTA CHINO Urban P.A. 2,636 58 167,488 AC 68 C INDIAN CANYON DRIVE N/S RACQUET CLUB ROAD N/S SAN RAFAEL Urban P.A. 2,640 72 190,080 AC 68 C RAMON ROAD E/S SUNRISE WAY W/S FARRELL DRIVE Urban P.A. 3,028 60 188,680 AC 68 C SOUTH PALM CANYON DRIVE N/S AVENIDA GRANADA LA CONDESA DRIVE Urban P.A. 1,305 60 78,300 AC68 C BARISTO ROAD E/S PAVILION WAY W/S FARRELL DRIVE Collector 1,708 48 84,144 AC/AC 69 C AIRPORT CENTER DRIVE E/S PLACER ROAD W END (CDS) Collector 1,015 36 38,648 AC 69 C ARENAS ROAD W/S CALLE ENCILIA E/S INDIAN CANYON DRIVE Collector 512 25 12,800 AC 69 C CALLE ALVARADO N/S ARENAS ROAD S/S TAHQUITZ CANYON DRIVE Collector 498 36 17,928 AC 69 C EL ALAMEDA E/S N PALM CANYON DRIVE W/S N INDIAN CANYON DRIVE Collector 285 36 10,260 AC 69 C GRANVIA VALMONTE W/S INDIAN CANYON DRIVE E/S PALM CANYON DRIVE Collector 277 26 7,202 AC 69 C MONTALVO WAY N/S TACHEVAH DRIVE N/S LA CAMPANA WAY Collector 1,078 36 38,808 AC 69 C RUPPERT STREET N/S 20TH AVENUE S/S 19TH AVENUE Collector 1,694 52 88,088 AC 69 C SATURNINO ROAD W/S CALLE ENCILIA E/S INDIAN CANYON DRIVE Collector 491 36 17,676 AC 69 C WENDY ROAD W/S TIPTON ROAD W END Collector 3,225 25 80,625 AC 69 C ANZA ROAD S/S DEL SOL ROAD S END Residential 155 36 5,580 AC 69 C ARQUILLA ROAD S/S TACHEVAH DRIVE N/S TAMARISK ROAD Residential 1,289 36 46,404 AC69 C BELDING DRIVE W/S CERRITOS DRIVE E/S SATURMINO DRIVE Residential 821 32 26,272 AC 69 C CABRILLO ROAD E/S VISTA GRANDE AVENUE E/S GIRASOL AVENUE Residential 269 24 6,456 AC 69 C CAMEO WAY W/S JOSHUA TREE PLACE E/S CAMINO REAL Residential 275 32 8,800 AC 69 C CIRCULO SAN SORRENTO W/S AVENIDA SAN GABRIEL N END (CDS) Residential 682 32 24,549 AC 69 C CRESCENT DRIVE E/S VIA MONTE VISTA W/S PATENCIO ROAD Residential 318 38 13,084 AC 69 C DEL SOL ROAD S/S OASIS ROAD S/S RADIO ROAD Residential 310 30 9,300 AC Item 1W - Page 41
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 69 C DELGADO ROAD W/S HERMOSA DRIVE E/S CARILLO ROAD Residential 386 28 11,349 AC69 C EL ALAMEDA W/S ARQUILLA ROAD E/S HERMOSA DRIVE Residential 618 36 22,248 AC69 C GRENFALL ROAD S/S RAMON ROAD N/S SUNNY DUNES ROAD Residential 1,270 33 41,910 AC 69 C JUANITA DRIVE N/S ALEJO ROAD S/S TAMARISK ROAD Residential 1,285 36 45,480 AC 69 C MIRA LOMA WAY S/S SANTA ELENA ROAD N/S CHINO CANYON ROAD Residential 278 32 10,332 AC 69 C MIRALESTE COURT VIA MIRALESTE W END (CDS) Residential 335 24 10,296 AC 69 C OASIS ROAD E/S DEL SOL ROAD W/S INDIAN CANYON DRIVE Residential 745 36 25,245 AC69 C ORCHID TREE LANE N/S ALEJO ROAD N END (CDS) Residential 515 32 19,205 AC 69 C SAN JACINTO WAY W/S SUNRISE WAY E/S PASEO DE ANZA Residential 614 36 22,104 AC 69 C SAN MARTIN CIRCLE E/S EL CIELO ROAD E END (CDS) Residential 530 32 19,685 AC 69 C SEVEN LAKES DRIVE W/S GENE AUTRY TRAIL W/S MIRAMONTE CIRCLE Residential 393 36 14,148 AC 69 C TRAMVIEW ROAD W/S INDIAN CANYON ROAD 1486'' W/O INDIAN CANYON ROAD Residential 1,486 36 53,496 AC 69 C WILLIAM KRISEL WAY W/S CAMINO REAL E/S CALLE PALO FIERRO Residential 610 36 21,960 AC 69 C E PALM CANYON DRIVE E/S SUNRISE WAY W/S SMOKETREE LN/CERRITOS RD Urban P.A. 1,280 86 104,080 AC 69 C SUNRISE WAY S/S FRANCIS DRIVE 220'' N/O SAN RAFAEL ROAD Urban P.A. 1,565 66 103,290 AC 70 B MCLANE STREET N/S ORR WAY S/S 19TH AVENUE Collector 1,263 52 65,676 AC 70 B TAMARISK ROAD W/S VIA MIRALESTE E/S INDIAN CANYON DRIVE Collector 1,280 28 41,943 AC 70 B ARABY DRIVE S/S E PALM CANYON DRIVE 135'' S/O E PALM CANYON DRIVE Residential 135 37 4,995 AC 70 B ARNICO STREET (N&S) W/S JASON COURT S/S VIA ESCUELA Residential 736 32 23,552 AC 70 B AVENIDA OLIVOS 320'' S. OF TACHEVAH DRIVE S/S TACHEVAH DRIVE Residential 320 32 10,240 AC70 B BILTMORE PLACE E/S CAMINO REAL E END (CDS) Residential 307 25 9,922 AC 70 B BUENA VISTA DRIVE E/S HERMOSA DRIVE W/S PASEO DE ANZA Residential 618 36 22,248 AC 70 B CALLE SAN ANTONIO E/S PASEO DOROTEA W/S CALLE SANTA CRUZ Residential 642 33 21,186 AC 70 B CALLE SAN RAPHAEL W/S PASEO DOROTEA E/S AVENIDA EVELITA Residential 629 33 21,024 AC 70 B CALLE SANTA CRUZ N/S SUNNY DUNES ROAD N/S MESQUITE AVENUE Residential 1,288 32 41,216 AC 70 B DESERT WAY N/S SUNNY DUNES ROAD S END Residential 436 32 13,952 AC 70 B DOGWOOD DRIVE EAST E/S GOLDENROD LANE E END (CDS) Residential 200 32 9,125 AC 70 B EL ALAMEDA E/S AVENIDA OLIVOS W/S AVENIDA PALOS VERDES Residential 300 34 10,965 AC 70 B HERMOSA DRIVE S/S TAMARISK ROAD N/S ALEJO ROAD Residential 1,279 36 46,044 AC 70 B LA MIRADA DRIVE S/S RAMON ROAD N/S LA MIRADA ROAD Residential 1,093 36 39,348 AC 70 B LOMA VISTA CIRCLE W/S EL CIELO ROAD W END (CDS) Residential 380 32 14,407 AC 70 B LOUELLA ROAD N/S ANDREAS ROAD N/S TAHQUITZ ROAD Residential 398 36 14,328 AC 70 B LOUISE DRIVE E/S AVENIDA CABALLEROS E END (CDS) Residential 518 32 18,822 AC 70 B MARNI COURT N/S ARNICO STREET N END (CDS) Residential 228 28 8,492 AC 70 B NORLOTI STREET S/S VIA ESCUELA N/S ARNICO STREET Residential 466 32 14,912 AC 70 B OLIVE WAY E/S AVENIDA CABALLEROS S/S MARSHALL WAY Residential 800 32 25,600 AC 70 B PADUA WAY W/S PASEO DE ANZA W END (CDS) Residential 410 32 15,366 AC70 B PASEO DOROTEA N/S MESQUITE AVENUE N/S SUNNY DUNES ROAD Residential 1,542 32 49,344 AC 70 B SNAPDRAGON CIRCLE W/S GOLDENROD LANE W END (CDS) Residential 145 32 7,365 AC 70 B SOUTH RIVERSIDE DRIVE E/S HERMOSA DRIVE E/S CAMINO REAL Residential 1,658 27 44,766 AC70 B SUNSET WAY N/S ALEJO ROAD N END (CDS) Residential 515 32 19,205 AC 70 B VISTA ORO S/S RAMON ROAD N/S CAMINO PAROCELA Residential 606 32 19,392 AC 70 B GENE AUTRY TRAIL S/S VIA ESCUELA NORTH END OF SECTION 6‐4‐5Urban P.A. 3,970 68 269,960 AC 70 B FIESTA ROAD CHUCKWALLA ROAD END Residential 97 33 3,201 AC/AC Item 1W - Page 42
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 71 B 19TH AVENUE W/S INDIAN CANYON DRIVE WEST END Collector 2,568 30 77,040 AC 71 B AMADO ROAD E/S HERMOSA DRIVE 300'' W/O SUNRISE WAY Collector 955 60 57,300 AC71 B ARENAS ROAD E/S PALM CANYON DRIVE W/S INDIAN CANYON DRIVE Collector 325 46 14,950 AC 71 B CERRITOS DRIVE N/S TACHEVAH DRIVE N/S SANDLEWOOD DRIVE Collector 1,840 19 34,960 AC71 B ARABY CIRCLE E/S ARABY DRIVE E END (CDS) Residential 405 32 15,516 AC 71 B AVENIDA PALMERA W/S CALLE PALO FIERRO E/S VIA SALIDA Residential 539 33 17,787 AC 71 B CALLE AJO S/S RAMON ROAD N/S CAMINO PAROCELA Residential 614 32 19,648 AC 71 B CAMINO DEL CORTE S/S VERADA SUR N/S VIA LOLA Residential 621 31 19,251 AC 71 B CAMINO MIRASOL S/S VIA LAS PALMAS N/S CAMINO SUR Residential 807 31 27,720 AC 71 B CAMINO ROJOS S/S VIA ROBERTO MIGUEL S END (CDS) Residential 235 32 10,245 AC 71 B CERRITOS DRIVE N/S TAHQUITZ CANYON WAY S/S ANDREAS ROAD Residential 368 36 13,248 AC 71 B CHAPARRAL ROAD S/S COTTONWOOD ROAD N/S CHUCKWALLA ROAD Residential 234 32 9,488 AC71 B EL ALAMEDA E/S HERMOSA DRIVE W/S PASEO DE ANZA Residential 618 36 22,248 AC 71 B HERMOSA DRIVE N/S NORTH RIVERSIDE DRIVE S/S SAN LUCAS ROAD Residential 213 32 6,816 AC71 B LA JOLLA ROAD E/S NAVAJO ROAD W/S VIA AGUILA Residential 1,300 25 35,762 AC 71 B MEL AVENUE E/S PASEO DE ANZA W/S SUNRISE WAY Residential 600 20 12,000 AC71 B S PALM CANYON DR ‐ N FRONTAGE W/S CERRITOS DRIVE W/S ANDEE DRIVE Residential 452 30 13,560 AC 71 B SAN JACINTO WAY W/S HERMOSA DRIVE E/S ARQUILLA ROAD Residential 622 36 22,392 AC71 B SAN JACINTO WAY W/S ARQUILLA ROAD E/S AVENIDA CABALLEROS Residential 605 36 21,780 AC71 B SONORA COURT S/S SONORA ROAD S END (CDS) Residential 522 32 19,429 AC 71 B SOUTH RIVERSIDE DRIVE E/S CAMINO REAL E/S RANDOM ROAD Residential 1,013 27 27,351 AC 71 B VERADA SUR W/S CAMINO CENTRO E/S CAMINO MIRASOL Residential 1,097 28 30,716 AC 71 B DOLORES COURT LOS ROBLES ROAD W END Urban P.A. 200 32 6,400 AC 71 B EL CIELO ROAD N/S TAHQUITZ CANYON WAY N/S RAMON ROAD Urban P.A. 2,650 72 190,800 AC 71 B FARRELL DRIVE S/S ALEJO ROAD N/S TAHQUITZ CANYON WAY Urban P.A. 2,595 60 155,700 AC 71 B SOUTH PALM CANYON DRIVE N/S MURRAY CANYON RD CL CHERYL CREEK BRIDGE Urban P.A. 834 60 50,040 AC 71 B SUNRISE WAY N/S E PALM CANYON DRIVE S/S BRIDGE Urban P.A. 3,202 66 211,332 AC 71 B TAHQUITZ CANYON WAY W/S AVENIDA CABALLEROS W/S SUNRISE WAY Urban P.A. 2,645 30 82,950 AC 72 B AMADO ROAD E/S INDIAN CANYON DRIVE W/S CALLE ENCILIA Collector 482 60 28,920 AC 72 B RESEARCH DRIVE E/S FARRELL DRIVE S END (CDS) Collector 1,585 36 59,785 AC 72 B TACHEVAH DRIVE E/S N PALM CANYON DRIVE W/S N INDIAN CANYON DRIVE Collector 285 48 13,770 AC 72 B AVENIDA EVELITA N/S SUNNY DUNES ROAD NS/ MESQUITE AVENUE Residential 1,680 33 55,440 AC 72 B BUENA VISTA DRIVE E/S PASEO DE ANZA W/S SUNRISE WAY Residential 610 36 21,960 AC 72 B CAHUILLA ROAD N/S CHINO DRIVE S/S MERITO PLACE Residential 669 30 21,542 AC 72 B CALIENTE DRIVE N/S VIA ESTRELLA S/S SIERRA WAY Residential 2,575 36 92,700 AC 72 B CAMINO ALTURAS W/S MESA DRIVE W END Residential 952 22 20,944 AC72 B CAMINO NORTE E/S VIA MONTE VISTA N/S VEREDA NORTE Residential 2,170 31 67,270 AC 72 B CAMINO PAROCELA E/S CANON DRIVE W/S EL CIELO ROAD Residential 241 34 8,194 AC 72 B CAMINO PRIMROSE W/S CALLE AMIGOS E/S THORNHILL ROAD Residential 450 32 14,400 AC 72 B CARILLO ROAD N/S DELGADO ROAD N/S VIA ESCUELA Residential 1,035 28 28,980 AC 72 B CHUCKWALLA ROAD E/S CHAPARRAL ROAD W/S VIA MIRALESTE Residential 817 33 26,961 AC 72 B EUGENE ROAD S/S SUNNY DUNES ROAD N/S CALLE SAN RAPHAEL Residential 597 46 27,462 AC 72 B GOLDEN ROAD LANE N/S BOGERT TRAIL S END (CDS) Residential 672 32 24,229 AC 72 B MOUNTAIN VIEW DRIVE N/S CAMINO PAROCELA S/S RAMON ROAD Residential 610 32 19,520 AC Item 1W - Page 43
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 72 B PALM AVENUE S/S SUNNY DUNES ROAD S END Residential 240 23 5,520 AC 72 B PATENCIO ROAD S/S CANYON PLACE S/S CRESCENT DRIVE Residential 915 25 20,332 AC72 B RIDGE ROAD N/S CRESTVIEW DRIVE N END Residential 180 25 4,500 AC 72 B SUNTAN LANE E/S S DEEPWELL ROAD E END (CDS) Residential 525 25 14,908 AC72 B VIA CHICA S/S VIA ALTAMIRA N/S VIA COLUSA Residential 838 20 17,658 AC 72 B VIA ESCUELA E/S INDIAN CANYON DRIVE W/S PALM CANYON DRIVE Residential 680 36 24,480 AC 72 B VIVIAN CIRCLE N/S VIA ROBERTO MIGUEL E END (CDS) Residential 365 32 14,405 AC 72 B WHITEWATER CLUB DRIVE E/S FARRELL DRIVE WW CC GATES Residential 124 33 4,092 AC 72 B GENE AUTRY TRAIL 3690''+/‐ NORTH OF VIA ESCUELA 1500''+/‐ SOUTH OF RR BRIDGE Urban P.A. 4,010 68 272,680 AC 72 B SUNRISE WAY N/S ALEJO ROAD S/S TACHEVAH DRIVE Urban P.A. 2,600 66 171,600 AC 73 B MATTHEW DRIVE 915'' E/O LINDEN WAY S/S EAST PALM CANYON DRIVE Collector 550 41 22,550 AC73 B STEVENS ROAD W/S PALM CANYON DRIVE E/S VIA MONTE VISTA Collector 2,228 47 104,716 AC 73 B VISTA CHINO E/S KAWEAH ROAD W/S VIA NORTE Collector 699 32 22,368 AC 73 B ASHBY CIRCLE S/S GATEWAY DRIVE S END (CDS) Residential 270 32 11,295 AC73 B BELARDO ROAD S/S RAMON ROAD 945'' S/O RAMON ROAD Residential 945 60 56,700 AC 73 B BURTON WAY N/S ALEJO ROAD N END (CDS) Residential 515 32 19,205 AC 73 B CALLE ABRONIA S/S RAMON ROAD N/S CAMINO PAROCELA Residential 614 36 22,104 AC 73 B CALLE MARCUS S/S PASEO EL MIRADOR N/S TACHEVAH DRIVE Residential 740 22 16,280 AC 73 B CAMINO ROJOS N/S VIA ROBERTO MIGUEL E END Residential 845 32 27,040 AC 73 B CANTERA CIRCLE N/S ALEJO ROAD N END (CDS) Residential 515 32 19,205 AC 73 B CERRITOS DRIVE S/S TAHQUITZ CANYON WAY N/S PASEO ROSETA Residential 235 36 8,460 AC 73 B CERRITOS ROAD S/S CAMINO PAROCELA S/S RAMON ROAD Residential 643 36 23,148 AC 73 B CORONET CIRCLE N/S REGAL DRIVE N END (CDS) Residential 405 32 15,070 AC 73 B DOMINGUEZ ROAD E/S DE ANZA ROAD W/S ZANJERO ROAD Residential 827 28 23,156 AC 73 B FRIAR COURT E/S LOS ROBLES DRIVE E END (CDS) Residential 160 36 8,566 AC 73 B HERMOSA DRIVE S/S SAN LUCAS ROAD N/S NORTH RIVERSIDE DRIVE Residential 213 32 6,816 AC 73 B LOMA VISTA CIRCLE E/S EL CIELO ROAD E END (CDS) Residential 530 32 19,685 AC 73 B LOS FELICES ROAD S/S YORBA ROAD N/S ALVARADO ROAD Residential 954 26 24,804 AC73 B MARSHALL WAY W/S OLIVE WAY E/S AVENIDA CABALLEROS Residential 500 32 16,000 AC 73 B MESA DRIVE N/S CRESTVIEW DRIVE S/S EL CAMINO WAY Residential 454 24 10,896 AC 73 B MESQUITE AVENUE E/S S PALM CANYON DRIVE E/S RANDOM ROAD Residential 752 36 27,072 AC 73 B SIERRA MADRE DRIVE S/S SAN JOSE ROAD N/S AVENDIA GRANADA Residential 1,261 36 45,396 AC 73 B TAMARISK LANE S/S TAMARISK ROAD S END (CDS) Residential 298 25 7,450 AC 73 B TORITO CIRCLE E/S PONDEROSA WAY E END (CDS) Residential 408 32 15,781 AC 73 B VIA LOLA W/S PALM CANYON DRIVE E/S PATENCIO ROAD Residential 2,115 21 48,465 AC 73 B FARRELL DRIVE N/S TAMARISK DRIVE N/S ALEJO ROAD Urban P.A. 1,326 60 79,560 AC 73 B SOUTH PALM CANYON DRIVE 40'' N/O BOGERT TRAIL 130'' S/O BOGERT TRAIL Urban P.A. 170 60 10,200 PCC 74 B AMADO ROAD 600'' E/O AVENIDA CABALLEROS E/S HERMOSA DRIVE Collector 715 46 32,890 AC74 B BELARDO ROAD S/S ALEJO ROAD E/S MUSEUM DRIVE Collector 2,191 54 118,314 AC 74 B CALLE EL SEGUNDO N/S SATURNINO ROAD S/S TAHQUITZ CANYON WAY Collector 1,700 60 102,000 AC 74 B RAMON ROAD FRONTAGE (N. SIDE) E/S COMPADRE ROAD N/S RAMON ROAD Collector 657 30 19,710 AC 74 B TACHEVAH DRIVE W/S PASEO DE ANZA W/S SUNRISE WAY Collector 645 43 29,088 AC74 B HERMOSA DRIVE S/S SAN RAFAEL ROAD GATE TO CONDO COMPLEX Other 168 36 6,048 AC 74 B AZALEA CIRCLE WEST W/S GOLDENROD LAND W END (CDS) Residential 200 32 9,125 AC Item 1W - Page 44
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 74 B BELARDO ROAD S/S MERITO PLACE N/S CHINO DRIVE Residential 684 30 18,020 AC 74 B BUENA VISTA DRIVE E/S AVENIDA CABALLEROS W/S ARQUILLA ROAD Residential 612 36 22,032 AC 74 B CABRILLO ROAD E/S GIRASOL AVENUE W/S CARDILLO AVENUE Residential 274 24 6,576 AC74 B CAMINO BARRANCA S/S CAMINO DESCANSO S END Residential 492 20 9,840 AC 74 B CAMINO MIRASOL S/S CAMINO NORTE N/S VIA LAS PALMAS Residential 737 23 17,847 AC 74 B CAMINO REAL N/S NORTH RIVERSIDE S/S SUNNY DUNES ROAD Residential 490 48 23,520 AC 74 B CAMINO SUR W/S VIA MONTE VISTA E/S ABRIGO ROAD Residential 826 33 28,161 AC 74 B EL GAUCHO CIRCLE W/S DESERT WAY W END (CDS) Residential 408 32 15,781 AC 74 B INDIAN TRAIL N/S SUNNY DUNES ROAD S/S CAMINO PAROCELA Residential 622 36 22,392 AC 74 B JUANITA DRIVE S/S ALEJO ROAD N/S JULIAN ROAD Residential 1,153 22 25,366 AC 74 B LURING DRIVE W/S SATURMINO DRIVE N/S ANDREAS ROAD Residential 692 33 22,836 AC 74 B MARK LESLIE DRIVE W/S ANDEE DRIVE W END Residential 200 32 6,592 AC 74 B MISSION ROAD S/S CAMINO SUR N/S VIA LOLA Residential 278 42 11,676 AC 74 B PALO VERDE AVENUE S/S OCOTILLO AVENUE N/S CALLE PALO FIERRO Residential 341 36 12,276 AC 74 B PASEO CAROLETA S/S CALLE SAN RAPHAEL W/S CALLE SANTA CRUZ Residential 848 30 25,440 AC 74 B PUERTA DEL SOL S/S SANTA CATALINA N/S SAN CARLOS ROAD Residential 431 20 8,620 AC 74 B SAN CARLOS ROAD E/S ZANJERO ROAD W/S INDIAN CANYON DRIVE Residential 1,058 36 38,088 AC 74 B SAN JACINTO WAY W/S PASEO DE ANZA E/S HERMOSA DRIVE Residential 614 36 22,104 AC 74 B SAN MATEO CIRCLE W/S FARRELL DRIVE WEST END (CDS) Residential 186 33 8,863 AC 74 B SIERRA WAY E/S CALLE PALO FIERRO W/S CAMINO REAL Residential 1,272 36 45,792 AC 74 B SONORA ROAD E/S EL CIELO ROAD E END (CDS) Residential 1,086 36 41,821 AC 74 B VOLTURNO ROAD N/S VIA ESCUELA S/S VERONA ROAD Residential 1,600 33 52,800 AC 74 B INDIAN CANYON DRIVE N/S OASIS ROAD N/S TRAMVIEW ROAD Urban P.A. 1,930 72 126,400 AC 75 B ACANTO DRIVE E/S S PALM CANYON DRIVE E END Collector 1,320 30 39,600 AC 75 B AMADO ROAD E/S CALLE ENCILIA W/S CALLE EL SEGUNDO Collector 523 60 31,380 AC 75 B CALLE ENCILIA 140'' S/O TAHQUITZ CANYON WAY S/S TAHQUITZ CANYON WAY Collector 140 60 8,400 AC 75 B ORR WAY W/S NEWHALL STREET E/S RUPPERT STREET Collector 347 52 18,044 AC 75 B SALVIA ROAD E/S GENE AUTRY TRAIL 665'' E/O GENE AUTRY TRAIL Collector 665 33 21,945 AC 75 B BURTON WAY S/S ALEJO ROAD N/S AMADO ROAD Residential 1,278 33 42,174 AC 75 B CALLE CONEJERA E/S CERRITOS ROAD E END (CDS) Residential 537 32 19,909 AC 75 B CALLE MARCUS S/S TAMARISK ROAD N/S GRANVIA VALMONT Residential 620 36 22,320 AC 75 B CALLE MARCUS S/S GRANVIA VALMONTE N/S ALEJO ROAD Residential 620 36 22,320 AC 75 B CALLE PAPAGAYO E/S CERRITOS ROAD E END (CDS) Residential 537 32 19,909 AC 75 B CALLE ROLPH N/S ALEJO ROAD S/S GRANVIA VALMONTE Residential 620 36 22,320 AC 75 B CALLE ROLPH N/S GRANVIA VALMONTE S/S TAMARISK ROAD Residential 620 36 22,320 AC 75 B CALLE SAN ANTONIO W/S CALLE PAUL E/S CALLE SANTA CRUZ Residential 467 33 15,411 AC 75 B CAMINO PAROCELA E/S SUNRISE WAY W/S CERRITOS ROAD Residential 1,250 36 45,000 AC 75 B CAMINO PAROCELA W/S CALLE PALO FIERRO E/S S PALM CANYON DRIVE Residential 1,243 36 44,748 AC 75 B CREE ROAD N/S CAREY ROAD N/S JONES STREET Residential 475 25 17,415 AC 75 B DIANA CIRCLE WS/ VIA DONNA W END (CDS) Residential 214 36 10,510 AC 75 B EL DORADO BOULEVARD N/S ROSA PARKS ROAD S/S COROZON AVENUE Residential 604 32 19,328 AC 75 B EL PLACER RD N/S SUNNY DUNES ROAD N/S CALLE SAN RAPHAEL Residential 446 33 14,718 AC 75 B GOLONDRINA WAY W/S COMPADRE ROAD W END (CDS) Residential 385 32 15,045 AC 75 B KAWEAH ROAD N/S VIA SOL S/S VISTA CHINO Residential 300 29 8,073 AC Item 1W - Page 45
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 75 B LURING DRIVE S/S ANDREAS ROAD N/S TAHQUITZ CANYON ROAD Residential 517 36 18,612 AC 75 B MESQUITE AVENUE W/S BELARDO ROAD 323'' E/O PARK VIEW LANE Residential 210 28 5,880 AC 75 B PALO VERDE AVENUE E/S S PALM CANYON DRIVE N/S OCOTILLO AVENUE Residential 1,930 36 69,480 AC 75 B PHILLIPS ROAD N/S ALEJO ROAD N END (CDS) Residential 390 32 13,535 AC75 B TOPAZ CIRCLE N/S LEISURE WAY N END (CDS) Residential 405 32 15,070 AC75 B VERADA NORTE E/S CAMINO MIRASOL W/S PALM CANYON DRIVE Residential 2,019 24 51,156 AC 75 B VIA ESCUELA W/S PALM CANYON DRIVE E/S VISTA GRANDE AVENUE Residential 1,318 33 43,494 AC 75 B VIA LAS PALMAS E/S VIA MONTE VISTA VIA LAS PALMAS ‐ N/S Residential 725 25 19,729 AC75 B VIA ROBERTO MIGUEL S/S VISTA CHINO N/S CHIA ROAD Residential 1,712 36 61,632 AC 75 B VIA SAN MICHAEL E/S AVENIDA CABALLEROS W/S AVENIDA SAN GABRIEL Residential 383 32 12,256 AC 75 B RACQUET CLUB ROAD E/S PALM CANYON DRIVE W/S INDIAN CANYON DRIVE Urban P.A. 1,736 60 104,160 AC 76 B CALLE ALVARADO N/S AMADO ROAD S/S ALEJO ROAD Collector 1,228 36 44,208 AC 76 B MESQUITE AVENUE E/S FARRELL DRIVE W/S COMPADRE ROAD Collector 855 60 47,100 AC76 B SALVIA ROAD W/S GENE AUTRY TRAIL 1186'' W/O GENE AUTRY TRAIL Collector 1,186 30 35,580 AC 76 B TIPTON ROAD N/S HWY 111 S/S RAILROAD Collector 382 25 9,550 AC76 B AIRLANE DRIVE S/S PLAIMOR CIRCLE N/S LIMOR AVENUE Residential 366 25 9,150 AC76 B AMADO ROAD W/S CERRITOS DRIVE W/S FARRELL DRIVE Residential 1,676 36 60,336 AC76 B ASHER DRIVE N/S TACHEVAH DRIVE N END Residential 620 26 17,687 AC 76 B CAPISTRANO COURT E/S LOS ROBLES DRIVE E END (CDS) Residential 255 36 11,986 AC 76 B DRY FALLS ROAD N/S CRESCENT DRIVE S/S LEISURE WAY Residential 600 33 19,800 AC 76 B EASTGATE ROAD N/S GATEWAY DRIVE S/S ROSA PARKS ROAD Residential 1,500 32 48,000 AC 76 B EL ESCUDERO E/S AVENIDA CABALLEROS E END (CDS) Residential 518 32 18,822 AC 76 B EL PORTAL W/S MESA DRIVE W END Residential 1,386 25 34,650 AC 76 B FERN CANYON DRIVE S/S RAMON ROAD CAMINO PAROCELA Residential 622 36 22,392 AC 76 B JIMINEZ CIRCLE N/S ROSA PARKS ROAD N END Residential 108 32 3,456 AC 76 B KARLISA COVE E/S PASEO CAROLETA E END (CDS) Residential 210 24 7,148 AC 76 B LA JOLLA ROAD E/S CAMINO REAL W/S NAVAJO ROAD Residential 634 25 15,850 AC 76 B LAS PAMPAS WAY W/S DESERT WAY W END (CDS) Residential 408 36 17,413 AC 76 B LOS POSAS W/S BEVERLY DRIVE W END (CDS) Residential 413 33 15,876 AC 76 B MISSION ROAD S/S HERMOSA PLACE N/S MERITO PLACE Residential 956 27 25,812 AC 76 B PATENCIO ROAD S/S BARISTO ROAD S/S LINDA VISTA DRIVE Residential 1,078 34 36,652 AC 76 B PLAZA AMIGO N/S ALEJO ROAD S/S GRANVIA VALMONTE Residential 620 36 22,320 AC 76 B PLAZA AMIGO N/S GRANVIA VALMONTE S/S TAMARISK ROAD Residential 620 36 22,320 AC 76 B RAMON ROAD W/S BELARDO ROAD W END Residential 2,449 26 63,674 AC76 B SEQUOIA PLACE W/S YOSEMITE DRIVE E/S ALHAMBRA DRIVE Residential 479 36 16,848 AC 76 B SHANNON WAY S/S AMELIA WAY N/S OLGA WAY Residential 750 32 26,118 AC 76 B SONORA ROAD W/S CALLE PALO FIERRO W/S VIA SOLEDAD Residential 840 28 23,520 AC 76 B SUNSET WAY N/S AMADO ROAD S/S ALEJO ROAD Residential 1,277 33 42,141 AC 76 B TERRY LANE E/S MICHELLE ROAD W/S SUNSET WAY Residential 546 25 15,758 AC76 B VELLA ROAD N/S SUNNY DUNES ROAD N/S MESQUITE AVENUE Residential 1,272 42 53,424 AC 76 B VIA ESCUELA E/S SUNRISE WAY W/S FARRELL DRIVE Residential 2,606 33 85,998 AC 76 B VIA MONTE VISTA S/S RACQUET CLUB ROAD N/S VIA OLIVERA Residential 647 25 16,175 AC76 B WILLIAM KRISEL WAY S/S E PALM CANYON DRIVE N/S TWIN PALMS DRIVE Residential 408 34 13,872 AC 76 B ZANJERO ROAD N/S DOMINGUEZ ROAD S/S SAN CARLOS ROAD Residential 597 22 13,134 AC Item 1W - Page 46
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 76 B DINAH SHORE DRIVE E/S SAN LUIS REY ROAD W/S CROSSLEY ROAD Urban P.A. 1,258 74 79,592 AC 76 B JACARANDA ROAD E/S BARONA ROAD W/S MARABELLA ROAD Residential 592 36 21,312 AC/AC77 B AMADO ROAD E/S CALLE ALVARADO W/S AVENIDA CABALLEROS Collector 716 60 42,960 AC 77 B ARENAS ROAD 637'' W/O HERMOSA DRIVE W/S HERMOSA DRIVE Collector 637 60 38,220 AC 77 B CALLE EL SEGUNDO N/S RAMON ROAD N/S SATURNINO ROAD Collector 855 60 51,300 AC 77 B CAMINO PAROCELA W/S SAN LUIS REY DRIVE E/S GENE AUTRY TRAIL Collector 1,280 46 58,880 AC 77 B WEST PALM CANYON DRIVE S/S S PALM CANYON DRIVE S/S E PALM CANYON DRIVE Collector 524 36 32,436 AC 77 B ANDEE DRIVE N/S E PALM CANYON DRIVE S/S SONORA ROAD Residential 1,231 36 44,316 AC 77 B AQUANETTA DRIVE S/S TWIN PALMS DRIVE N/S LA JOLLA ROAD Residential 695 25 16,666 AC 77 B AVENIDA SEVILLA E/S BOGERT TRAIL E END Residential 643 32 20,576 AC77 B CABRILLO ROAD E/S JUNIPERO AVENUE W/S N PALM CANYON DRIVE Residential 354 28 9,912 AC77 B CALLE AMIGOS S/S RAMON ROAD N/S SUNNY DUNES ROAD Residential 1,270 32 40,640 AC 77 B CALLE PALO FIERRO S/S MESQUITE AVENUE E/S CAMINO REAL Residential 1,057 36 38,052 AC 77 B CALLE SAN RAPHAEL W/S CALLE SANTA CRUZ E/S PASEO DOROTEA Residential 640 33 21,120 AC 77 B CAMINO SAN MIGUEL E/S EL PLACER ROAD W/S AVENIDA EVELITA Residential 638 32 20,416 AC 77 B CARDILLO AVENUE N/S VIA ESCUELA S/S VIA OLIVERA Residential 781 26 20,306 AC 77 B CARDILLO AVENUE N/S CABRILLO ROAD S/S SAN MARCOS WAY Residential 824 24 19,776 AC77 B CRESTVIEW WAY S/S RIDGE ROAD S END Residential 283 20 5,660 AC 77 B EAST DEEPWELL ROAD E/S S DEEPWELL ROAD W/S SAGEBRUSH ROAD Residential 1,752 25 43,800 AC 77 B EL ALAMEDA E/S INDIAN CANYON DRIVE E END Residential 143 32 4,576 AC 77 B EL CONQUISTADOR ROAD E/S AVENIDA CABALLEROS E END (CDS) Residential 518 32 18,822 AC77 B EL PLACER RD N/S CALLE SAN RAPHAEL N/S MESQUITE AVENUE Residential 384 36 13,824 AC 77 B GIRASOL AVENUE S/S VIA OLIVERA N/S VIA ESCUELA Residential 795 30 23,850 AC 77 B GRANVIA VALMONTE W/S SUNRISE WAY E/S HERMOSA DRIVE Residential 1,271 37 47,027 AC 77 B MESQUITE AVENUE W/S PARK VIEW LANE WEST END Residential 635 28 17,780 AC 77 B OLGA WAY W/S SHANNON WAY E/S PASEO DE ANZA Residential 454 32 14,528 AC 77 B PANORAMA ROAD S/S CHINO CANYON ROAD ‐ E END CHINO CANYON ROAD ‐ NW END Residential 2,380 17 40,460 AC 77 B PUERTA DEL SOL S/S SAN RAFAEL ROAD N/S SANTA CATALINA Residential 435 20 8,700 AC 77 B SAN JACINTO DRIVE N/S BARISTO ROAD S/S ARENAS ROAD Residential 605 32 19,360 AC 77 B SATURMINO ROAD N/S ANDREAS ROAD N/S TAHQUITZ CANYON WAY Residential 335 34 11,390 AC 77 B VIA LAS PALMAS S/S VIA LAS PALMAS ‐ N/S 208'' W PALM CANYON DRIVE Residential 1,371 30 41,130 AC 77 B VIA MIRALESTE S/S TACHEVAH DRIVE 318'' S. OF TACHEVAH Residential 318 60 19,080 AC 77 B VIA MONTE VISTA N/S CAMINO SUR N/S VIA LAS PALMAS Residential 784 49 38,416 AC 77 B ZACHARY COURT N/S ARNICO STREET N END (CDS) Residential 228 28 8,492 AC 77 B INDIAN CANYON DRIVE N/S TAHQUITZ CANYON WAY S/S ALEJO ROAD Urban P.A. 2,541 60 152,460 AC 77 B JACARANDA ROAD W/S MARABELLA ROAD E END (CDS) Residential 549 36 19,764 AC/AC 77 B PUERTA DEL SOL S/S SAN CARLOS ROAD S END Residential 421 23 9,683 AC/AC 78 B AMADO ROAD E/S CALLE SEGUNDO E/S CALLE ALVARADO Collector 710 60 42,600 AC 78 B ARENAS ROAD E/S AVENIDA CABALLEROS 315'' E/O AVENIDA CABALLEROS Collector 315 30 9,450 AC 78 B BARISTO ROAD E/S HERMOSA DRIVE W/S SUNRISE WAY Collector 1,263 60 75,780 AC 78 B NEWHALL STREET N/S ORR WAY S/S 19TH AVENUE Collector 1,263 52 65,676 AC 78 B VISTA CHINO W/S VIA NORTE E/S VIA MONTE VISTA Collector 945 29 25,605 AC 78 B ABRIGO ROAD N/S CAMINO SUR W/S VIA LAS PALMAS Residential 857 33 29,178 AC 78 B ALTA LOMA DRIVE E/S COMPADRE ROAD W/S BEVERLY DRIVE Residential 630 32 20,880 AC Item 1W - Page 47
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 78 B AMELIA WAY E/S SHANNON WAY E/S PASEO DE ANZA Residential 454 32 14,528 AC 78 B ARENAS ROAD 365'' WEST OF SUNRISE WAY W END Residential 365 32 14,486 AC78 B AVERY DRIVE W/S ANDEE DRIVE W END Residential 202 33 6,666 AC78 B BERNE DRIVE N/S VIA ESCUELA N END (CDS) Residential 410 33 15,640 AC 78 B BEVERLY DRIVE S/S ALTA LOMA DRIVE N/S SONORA ROAD Residential 672 36 24,192 AC 78 B CALIENTE ROAD N/S LA VERNE WAY S/S LA JOLLA ROAD Residential 624 25 15,600 AC 78 B CAMINO AMAPOLA E/S THORNHILL ROAD W/S CALLE AMIGOS Residential 450 32 14,400 AC 78 B CRESCENT DRIVE W/S VIA MONTE VISTA W END Residential 1,174 33 38,742 AC78 B EL CID E/S AVENIDA CABALLEROS E END (CDS) Residential 518 32 18,822 AC 78 B HERMOSA PLACE E/S MISSION ROAD W/S N PALM CANYON DRIVE Residential 1,415 24 36,012 AC 78 B LOS NIETOS ROAD N/S ALEJO ROAD S/S GRANVIA VALMONTE Residential 625 32 20,000 AC 78 B PABLO DRIVE W/S CAHUILLA ROAD N/S SANTA ROSA DRIVE Residential 837 26 21,762 AC 78 B PASEO DE ANZA S/S RACQUET CLUB ROAD N/S VIA ESCUELA Residential 1,278 32 40,896 AC78 B RADIO ROAD 135'' W/O ANZA ROAD 465'' W/O ANZA ROAD Residential 330 38 12,540 AC78 B RANDOM ROAD S/S S RIVERSIDE DRIVE N/S MESQUITE AVENUE Residential 695 36 25,020 AC 78 B ROSE AVENUE S/S CERES ROAD N/S STEVENS ROAD Residential 2,325 33 76,725 AC 78 B SERENA CIRCLE N/S CHRISTINA WAY N END (CDS) Residential 120 36 7,126 AC 78 B SIERRA WAY E/S CAMINO REAL W/S CALIENTE DRIVE Residential 1,281 36 46,116 AC 78 B SUNNY DUNES ROAD E/S PLACER ROAD W/S AVENIDA EVELITA Residential 636 33 20,988 AC 78 B TUXEDO CIRCLE N/S REGAL DRIVE N END (CDS) Residential 405 32 15,070 AC78 B VERA CRUZ ROAD W/S BEVERLY DRIVE E/S LA BREA ROAD Residential 500 33 16,500 AC 78 B VIA LAS PALMAS E/S ABRIGO ROAD W/S VIA MONTE VISTA Residential 990 33 32,670 AC78 B VIA LAS PALMAS 208'' W OF PALM CANYON DRIVE VIA LAS PALMAS ‐ N/S Residential 1,371 30 45,630 AC 78 B VIA SOL E/S VIA NORTE W END Residential 349 32 11,168 AC 78 B VIA VADERA W/S ABRIGO ROAD E/S ROSE AVENUE Residential 250 33 8,250 AC 78 B VIRGINIA ROAD 345'' S/O SAN RAFAEL ROAD N/S SANTA CATALINA ROAD Residential 195 18 3,510 AC 78 B VIRGINIA ROAD S/S SANTA CATALINA ROAD 270'' N/O SAN CARLOS ROAD Residential 270 32 8,640 AC 78 B DINAH SHORE DRIVE E/S GENE AUTRY TRAIL E/S SAN LUIS REY DRIVE Urban P.A. 1,316 74 88,759 AC 78 B TAMARISK ROAD W/S CERRITOS ROAD E/S SUNRISE WAY Collector 1,279 36 46,044 AC/AC 78 B CANON DRIVE N/S SUNNY DUNES ROAD S/S THERESA DRIVE Residential 985 33 33,715 AC/AC79 B BARISTO ROAD E/S SUNRISE WAY E/S PAVILION WAY Collector 1,318 60 79,080 AC 79 B CAMINO MONTE VISTA E/S PALM CANYON DRIVE W/S INDIAN CANYON DRIVE Collector 295 46 13,570 AC79 B LA VERNE WAY E/S S PALM CANYON DRIVE W/S CAMINO REAL Collector 2,480 60 149,808 AC 79 B APACHE ROAD W/S CALIENTE ROAD E/S NAVAJO ROAD Residential 480 25 12,000 AC 79 B BUENA VISTA DRIVE E/S ARQUILLA ROAD W/S HERMOSA DRIVE Residential 618 36 22,248 AC 79 B CALIFORNIA AVENUE S/S SUNNY DUNES ROAD S END Residential 240 22 5,280 AC79 B CAMINO CENTRO N/S VEREDA NORTE S/S CAMINO NORTE Residential 270 26 7,020 AC 79 B CAMINO MONTE N END S END Residential 530 19 10,070 AC79 B CAMINO REAL N/S SONORA ROAD E/S INDIAN TRAIL Residential 1,261 50 63,050 AC 79 B CERES ROAD W/S HIGH ROAD E/S ROSE AVENUE Residential 340 33 11,220 AC 79 B DEBBY ROAD N/S ANDREAS ROAD S/S TERRY LANE Residential 656 25 16,400 AC 79 B GRANITO CIRCLE N/S VIA LAS PALMAS N END (CDS) Residential 132 33 7,081 AC 79 B KAWEAH ROAD N/S STEVENS ROAD S/S VIA SOL Residential 286 33 9,438 AC 79 B LA REINA WAY S/S SONORA ROAD N/S E PALM CANYON DRIVE Residential 1,212 33 40,716 AC Item 1W - Page 48
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 79 B LINDA VISTA ROAD S/S PASEO EL MIRADOR E/S PASATIEMPO ROAD Residential 904 33 29,832 AC 79 B MESQUITE AVENUE 323'' E/O PARK VIEW LANE W/S PARK VIEW LANE Residential 323 28 9,044 AC79 B MONTEREY ROAD S/S TAMARISK ROAD N/S ALEJO ROAD Residential 1,284 33 42,372 AC 79 B PAROCELA PLACE W/S WARM SANDS DRIVE S/S CAMINO PAROCELA Residential 532 33 17,556 AC 79 B S PALM CANYON DR ‐ N FRONTAGE W/S ANDEE DRIVE 294'' W. OF ANDEE DRIVE Residential 294 32 9,852 AC 79 B SAN JOAQUIN DRIVE E/S FARRELL DRIVE N/S SONORA ROAD Residential 1,116 33 36,828 AC 79 B VIA COLUSA W/S HERMOSA DRIVE E/S ARQUILLA ROAD Residential 615 36 22,140 AC 79 B VIA OLIVERA W/S VIA MONTE VISTA E/S VISTA DRIVE Residential 1,550 22 34,100 AC 79 B VIA PARAISO N/S VIA VADERA N END (CDS) Residential 284 33 12,097 AC79 B EL CIELO ROAD N END (CDS) N/S TAHQUITZ CANYON WAY Urban P.A. 1,553 60 95,986 AC 79 B SOUTH PALM CANYON DRIVE LA CONDESA DRIVE N/S MURRAY CANYON RD Urban P.A. 1,093 60 65,580 AC79 B VISTA CHINO E/S GENE AUTRY TRAIL 1550'' E/O GENE AUTRY TRAIL Urban P.A. 1,550 80 117,670 AC 79 B CONCHO LANE N/S JACARANDA ROAD N END (CDS) Residential 170 32 7,687 AC/AC 79 B SANTA YNEZ WAY W/S FARRELL DRIVE W END (CDS) Residential 389 33 15,562 AC/AC 80 B ANDREAS ROAD E/S CALLE EL SEGUNDO E/S CALLE ALVARADO Collector 715 60 42,900 AC 80 B CAHUILLA ROAD S/S TAHQUITZ CANYON WAY N/S ARENAS ROAD Collector 623 36 22,428 AC80 B DILLON ROAD W/S DIABLO ROAD 321'' W/O MELISSA ROAD Collector 2,622 27 70,794 AC 80 B MESQUITE AVENUE E/S EL CIELO ROAD W/S MOUNTAIN VIEW DRIVE Collector 1,000 60 60,000 AC 80 B TAMARISK ROAD E/S JUANITA ROAD E/S FARRELL DRIVE Collector 264 36 9,504 AC 80 B ALLEY @ JUNIPERO AVENUE 400'' S/O SAN MARCO WAY N/S CABRILLO ROAD Residential 430 12 5,160 AC 80 B AMELIA WAY W/S PASEO DE ANZA W END (CDS) Residential 395 32 14,886 AC80 B ANA MARIA PLACE S/S MARION WAY N/S ANZA DRIVE Residential 458 25 11,450 AC 80 B ANZA TRAIL E/S BARONA ROAD W/S ARABY DRIVE Residential 1,300 19 24,700 AC 80 B AVENIDA PALMAS N/S TAMARISK ROAD S/S VIA EYTEL Residential 959 25 23,248 AC 80 B BEVERLY DRIVE S/S SONORA ROAD N/S ESCOBA DRIVE Residential 1,271 36 45,756 AC 80 B CALIENTE ROAD N/S LA JOLLA ROAD S/S APACHE ROAD Residential 485 25 13,335 AC 80 B CAMINO CENTRO N/S CAMINO SUR N/S S VIA LAS PALMAS Residential 588 31 18,228 AC 80 B CERRITOS DRIVE N/S ANDREAS ROAD ‐ W END N/S ANDREAS ROAD ‐ E END Residential 1,649 36 59,364 AC 80 B CHEROKEE WAY S/S SEVEN LAKES DRIVE N/S E PALM CANYON DRIVE Residential 986 60 59,160 AC 80 B COMPADRE ROAD N/S SONORA ROAD N/S MESQUITE AVENUE Residential 1,343 36 49,428 AC 80 B DIVOT LANE S/S PAR DRIVE N/S EAGLE WAY Residential 819 36 29,484 AC 80 B EL CAMINO WAY W/S S PALM CANYON DRIVE W END Residential 1,131 32 36,192 AC 80 B LEISURE WAY W/S VIA MONTE VISTA E/S HIGH ROAD Residential 753 33 24,849 AC 80 B LOS ROBLES DRIVE N/S VIA VADERA N END Residential 683 36 24,588 AC 80 B MONTEREY ROAD S/S ALEJO ROAD N/S AMADO ROAD Residential 1,284 25 32,100 AC 80 B ORELLA CIRCLE W/S BEVERYLY DRIVE W END (CDS) Residential 413 33 15,876 AC 80 B PAR DRIVE W/S BIRDIE WAY E/S GENE AUTRY TRAIL FRONTAGE Residential 530 36 19,803 AC 80 B SAN LUCAS ROAD W/S SUNRISE WAY E/S CAMINO REAL Residential 3,101 32 99,232 AC 80 B SAN MARTIN W/S EL CIELO ROAD W END (CDS) Residential 380 32 14,407 AC 80 B SAN MATEO DRIVE S/S SONORA ROAD S END (CDS) Residential 670 33 24,835 AC 80 B SYBIL ROAD N/S LIVMOR AVENUE S/S PLAIMOR AVENUE Residential 330 25 8,250 AC80 B TUSCAN ROAD S/S RACQUET CLUB ROAD N/S VIA OLIVERA Residential 650 22 14,696 AC 80 B TUSCAN ROAD S/S VIA OLIVERA S END Residential 175 22 3,850 AC 80 B WILLIAM KRISEL WAY W/S LA VERNE WAY E/S ARQUILLA ROAD Residential 1,950 36 70,200 AC Item 1W - Page 49
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 80 B SUNRISE WAY N/S VIA ESCUELA S/S RACQUET CLUB ROAD Urban P.A. 1,344 66 88,704 AC 80 B CALLE DE CARLOS W/S AVENIDA EVELITA E/S EL PLACER ROAD Residential 630 32 20,160 AC/AC 80 B INDIAN TRAIL N/S E PALM CANYON DRIVE N/S CAMINO REAL Residential 226 33 7,458 AC/AC 80 B JASON COURT N/S ARNICO STREET N END (CDS) Residential 228 28 8,492 AC/AC 81 B VISTA CHINO W/S PALM CANYON DRIVE E/S KAWEAH ROAD Collector 592 46 27,232 AC 81 B ALLEY @ JUNIPERO AVENUE S/S CABRILLO ROAD 100'' S/O CABRILLO ROAD Residential 100 12 1,200 AC81 B AMARILLO WAY W/S LA REINA WAY W END (CDS) Residential 405 32 15,685 AC 81 B APACHE CIRCLE S/S APACHE ROAD S END (CDS) Residential 232 25 7,910 AC 81 B CAJON CIRCLE W/S EL CIELO ROAD W END (CDS) Residential 380 32 14,407 AC 81 B CAMINO NORTE E/S STEVENS ROAD W/S VIA MONTE VISTA Residential 782 20 18,500 AC 81 B CAMINO PAROCELA E/S AVENIDA EVELITA W/S PASEO DOROTEA Residential 622 34 21,148 AC 81 B CAMINO SUR W/S CAMINO DEL CORTO E/S VIA MONTE VISTA Residential 1,875 25 46,875 AC 81 B COMPADRE ROAD S/S RAMON ROAD N/S SUNNY DUNES ROAD Residential 1,313 36 47,718 AC 81 B EL ORO WAY NW CERRITOS DRIVE NE CERRITOS DRIVE Residential 363 32 11,616 AC 81 B FAIR CIRCLE N/S LEISURE WAY N END (CDS) Residential 410 32 15,236 AC 81 B GEORGE DRIVE N/S VIA ESCUELA N END (CDS) Residential 410 33 15,640 AC 81 B LEONARD ROAD S/S VIA OLIVERA S END Residential 514 22 11,308 AC 81 B LINDEN WAY N/S MATTHEW DRIVE S/S EAST PALM CANYON DRIVE Residential 666 39 25,974 AC 81 B LORENA WAY W/S PASEO DE ANZA W END (CDS) Residential 395 32 14,886 AC 81 B ORANGE AVENUE S/S SUNNY DUNES ROAD S END Residential 238 22 5,236 AC 81 B PASEO DERO N/S CAMINO SUR N END (CDS) Residential 220 33 9,985 AC 81 B SAN MARCO WAY E/S PUERTO DEL SOL W/S INDIAN CANYON DRIVE Residential 570 22 12,540 AC 81 B SONORA ROAD W/S SUNRISE WAY E/S CALLE MARCUS Residential 217 33 7,161 AC 81 B SONORA ROAD W/S VIA SOLEDAD E/S S PALM CANYON DRIVE Residential 430 36 15,480 AC 81 B SUNNY DUNES ROAD E/S EL CIELO ROAD W/S DESERT WAY Residential 745 31 23,095 AC 81 B VIA MONTE VISTA S/S VIA OLIVERA S END Residential 306 20 6,120 AC 81 B VIA NORTE S/S VISTA CHINO N/S STEVENS ROAD Residential 626 32 20,032 AC 81 B VIA VADERA W/S ROSE AVENUE W END Residential 470 33 15,510 AC 81 B VINE AVENUE S/S STEVENS ROAD N/S CAMINO NORTE Residential 294 38 11,172 AC 81 B VISTA DRIVE S/S CHINO CANYON ROAD S END Residential 415 16 6,640 AC 81 B WAWONA ROAD N/S STEVENS ROAD S/S VISTA CHINO Residential 618 32 19,776 AC 81 B GENE AUTRY TRAIL 293'' N/O VISTA CHINO S/S VIA ESCUELA Urban P.A. 952 70 54,640 AC 81 B MESQUITE AVENUE E/S VELLA ROAD W/S GENE AUTRY TRAIL Collector 1,240 60 74,400 AC/AC 81 B CAMINO PAROCELA W/S WARM SANDS DRIVE E/S CAMINO REAL Residential 712 33 23,496 AC/AC 81 B GUADALUPE ROAD E/S LA BREA ROAD W/S BEVERLY DRIVE Residential 500 33 16,500 AC/AC 81 B MOUNTAIN VIEW DRIVE N/S MESQUITE AVENUE S/S SUNNY DUNES ROAD Residential 639 33 21,087 AC/AC 81 B SCOTIA LANE S/S SAN JUAN ROAD N/S VISTA CHINO Residential 244 24 5,856 AC/AC 82 B AVENIDA PALOS VERDES S/S VIA EYTEL N/S TAMARISK ROAD Residential 961 25 24,590 AC 82 B BAHADA ROAD S/S JOYCE DRIVE N/S FRANCIS DRIVE Residential 1,137 33 37,521 AC 82 B BALBOA CIRCLE W/S CAMINO REAL W END (CDS) Residential 340 36 15,046 AC 82 B CABRILLO ROAD E/S CARDILLO AVENUE W/S JUNIPERO AVENUE Residential 336 19 6,384 AC 82 B CERRITOS ROAD S/S MESQUITE AVENUE S/S SONORA ROAD Residential 1,286 36 46,296 AC 82 B CORTEZ ROAD W/S DE ANZA ROAD W/S ZANJERO ROAD Residential 1,007 36 36,252 AC 82 B HIGH ROAD N/S CRESCENT DRIVE S/S CERES ROAD Residential 1,029 33 35,012 AC Item 1W - Page 50
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 82 B LYN CIRCLE N/S ANDREAS ROAD N END (CDS) Residential 125 32 6,110 AC82 B MONTEREY ROAD S/S AMADO ROAD N/S ANDREAS ROAD Residential 860 33 28,380 AC82 B NAVAJO DRIVE S/S TWIN PALMS DRIVE N/S LA VERNE WAY Residential 2,021 25 50,525 AC 82 B ORCHID TREE LANE N/S ANDREAS ROAD S/S AMADO ROAD Residential 860 33 28,380 AC 82 B ROBERTO DRIVE N/S VIA ESCUELA N END (CDS) Residential 410 33 15,640 AC 82 B ROSA PARKS ROAD W/S EASTGATE ROAD E/S VIDEO ROAD Residential 1,215 32 38,880 AC82 B SABITA WAY W/S PASEO DE ANZA W END (CDS) Residential 395 32 14,886 AC 82 B STEVENS ROAD W/S VIA MONTE VISTA E/S ROSE AVENUE Residential 1,323 20 34,460 AC82 B VIA MIRALESTE S/S PASEO EL MIRADOR N/S TACHEVAH DRIVE Residential 774 52 40,248 AC 82 B VIA SOL W/S WAWONA ROAD E/S VIA NORTE Residential 983 32 31,456 AC 82 B VIA VADERA W/S VISTA VESPERO E/S ABRIGO ROAD Residential 558 33 18,414 AC 82 B ZANJERO ROAD S/S SAN CARLOS ROAD S/S YORBA ROAD Residential 320 27 8,640 AC 82 B AVENIDA CABALLEROS N/S TAHQUITZ CANYON WAY S/S ALEJO ROAD Urban P.A. 2,580 60 151,740 AC 82 B CALLE LILETA E/S SATURMINO DRIVE W/S AVENIDA ELEANOR Residential 252 33 8,316 AC/AC82 B CHUCKWALLA ROAD E/S VIA MIRALESTE W/S AVENIDA CABALLEROS Residential 1,275 36 45,900 AC/AC 82 B PARK DRIVE E/S SATURMINO DRIVE W/S CERRITOS ROAD Residential 845 32 28,386 AC/AC 82 B SAN JOAQUIN DRIVE S/S SONORA ROAD S END (CDS) Residential 670 33 24,835 AC/AC 83 B ARENAS ROAD W/S CAHUILLA ROAD W/S BELARDO ROAD Collector 316 36 11,376 AC 83 B ARENAS ROAD W/S AVENIDA CABALLEROS E/S CALLE EL SEGUNDO Collector 1,423 60 85,380 AC 83 B MUSEUM DRIVE S/S BELARDO ROAD N/S TAHQUITZ CANYON WAY Collector 780 44 34,320 AC83 B ALHAMBRA DRIVE E/S CAMINO REAL S/S CAMINO REAL Residential 1,942 36 72,637 AC 83 B CALLE ROLPH S/S ALEJO ROAD S END (CDS) Residential 667 36 26,818 AC 83 B CAMINO PAROCELA E/S PASEO DOROTEA W/S CALLE SANTA CRUZ Residential 635 31 19,685 AC83 B CAMINO REAL S/S MESQUITE AVENUE N/S CALLE PALO FIERRO Residential 724 58 41,992 AC 83 B CIVIC DRIVE N/S BARISTO ROAD S/S TAHQUITZ CANYON WAY Residential 1,249 36 44,964 AC 83 B GLADYS CIRCLE S/S GATEWAY DRIVE S END (CDS) Residential 289 32 11,097 AC 83 B HERMOSA DRIVE S/S AMADO ROAD N/S TAHQUITZ CANYON WAY Residential 1,241 19 25,178 AC 83 B LESLIE CIRCLE N/S ANDREAS ROAD N END (CDS) Residential 125 32 6,110 AC 83 B MONTE VISTA DRIVE W/S CAHUILLA ROAD S/S PABLO DRIVE Residential 1,092 21 22,932 AC 83 B SABITA WAY W/S SHANNON WAY W END (CDS) Residential 198 32 8,582 AC 83 B SONORA ROAD W/S CALLE ROLPH E/S SAGEBRUSH ROAD Residential 225 33 7,425 AC 83 B SUNNY DUNES ROAD E/S AVENIDA EVELITA W/S PASEO DOROTEA Residential 629 36 22,644 AC 83 B TIPTON ROAD E/S WENDY ROAD N/S RAILROAD Collector 6,340 25 158,500 AC/AC 83 B ARABY DRIVE S/O BRIDGE S END Residential 2,803 25 70,075 AC/AC 83 B BEVERLY DRIVE N/S SUNNY DUNES ROAD S/S THERESA DRIVE Residential 941 33 31,053 AC/AC 83 B CALLE SANTA CRUZ S/S RAMON ROAD N/S SUNNY DUNES ROAD Residential 1,258 36 45,288 AC/AC 83 B LOUISE DRIVE E/S VIA MIRALESTE W/S AVENIDA CABALLEROS Residential 1,287 32 42,075 AC/AC 83 B PASEO GRACIA N/S ARENAS ROAD S/S CALLE LILETA Residential 1,375 33 45,375 AC/AC 83 B THERESA DRIVE W/S CANON DRIVE E/S COMPADRE ROAD Residential 1,007 33 33,684 AC/AC 84 B ALLEY @ JUNIPERO AVENUE S/S SAN MARCO WAY 100'' S/O SAN MARCO WAY Residential 100 12 1,560 AC 84 B ARENAS ROAD E/S SUNRISE WAY W/S SATURMINO DRIVE Residential 841 36 30,276 AC 84 B AVENIDA OLANCHA E/S SAGEBRUSH ROAD W/S CALLE ROLPH Residential 225 25 5,625 AC 84 B CALLE PAUL N/S PASEO CAROLETA S/S CALLE SAN ANTONIO Residential 825 33 27,225 AC 84 B CAMINO CENTRO N/S N VIA LAS PALMAS S/S VEREDA NORTE Residential 270 24 6,480 AC Item 1W - Page 51
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 84 B CERRITOS DRIVE S/S ALEJO DRIVE N/S AMADO ROAD Residential 1,270 36 45,720 AC 84 B GRANVIA VALMONTE W/S VIA CHICA E/S INDIAN CANYON DRIVE Residential 262 37 10,143 AC 84 B HELENA CIRCLE N/S ANDREAS ROAD N END (CDS) Residential 125 32 6,110 AC 84 B JUAN CIRCLE S/S GATEWAY DRIVE S END (CDS) Residential 166 32 7,965 AC 84 B OLGA WAY W/S PASEO DE ANZA W END (CDS) Residential 395 32 14,886 AC 84 B ROCHELLE ROAD W/S INDIAN CANYON DRIVE W END Residential 469 24 11,256 AC 84 B SONORA ROAD W/S CALLE MARCUS E/S CALLE ROLPH Residential 214 33 7,062 AC84 B SUNNY DUNES ROAD E/S CALLE SANTA CRUZ W/S VELLA ROAD Residential 632 36 22,752 AC 84 B VIA MIRALESTE 318'' S. OF TACHEVAH DRIVE N/S TAMARISK ROAD Residential 955 50 47,750 AC 84 B 34TH AVENUE 245'' W/O LAWRENCE STREET W/S MARGUERITE STREET Collector 593 50 29,650 AC/AC 84 B COMPADRE ROAD N/S AVERY DRIVE S/S SONORA ROAD Residential 880 36 32,400 AC/AC 84 B CONCHITA WAY W/S LA REINA WAY W END (CDS) Residential 405 32 15,685 AC/AC 84 B PASEO ROSETA N/S CALLE FELICIA N/S ARENAS ROAD Residential 1,416 33 46,728 AC/AC84 B VERBENA DRIVE W/S PASEO DE ANZA E/S HERMOSA DRIVE Residential 616 37 22,771 AC/AC84 B VIA VAQUERO W/S COMPADRE ROAD W END Residential 643 36 23,148 AC/AC 84 B ALLEY @ JUNIPERO AVENUE 100'' S/O SAN MARCO WAY 400'' S/O SAN MARCO WAY Residential 300 12 3,600 PCC 85 B ACE CIRCLE N/S ALEXANDER WAY N END (CDS) Residential 144 33 6,862 AC 85 B ANZUELO CIRCLE W/S EL CIELO ROAD W END (CDS) Residential 380 32 14,407 AC 85 B BONAIR DRIVE E/S GRANADA AVENUE S/S COROZON AVENUE Residential 777 32 24,864 AC 85 B CALLE DE MARIA N/S DEEP WELL ROAD S/S MESQUITE AVENUE Residential 1,822 25 45,550 AC 85 B GRANVIA VALMONTE W/S HERMOSA DRIVE E/S ARQUILLA ROAD Residential 615 37 22,755 AC85 B PALERMO DRIVE S/S RACQUET CLUB ROAD N/S VIA OLIVERA Residential 667 25 16,675 AC 85 B S PALM CANYON DR ‐ N FRONTAGE W/S LA REINA WAY E/S CERRITOS ROAD Residential 679 30 20,370 AC 85 B SONORA ROAD W/S FARRELL DRIVE E/S CERRITOS ROAD Residential 1,279 36 46,044 AC 85 B SONORA ROAD W/S CERRITOS ROAD E/S SUNRISE WAY Residential 1,300 36 46,800 AC 85 B VIA EYTEL E/S AVENIDA PALMAS W/S AVENDA PALOS VERDES Residential 352 20 7,216 AC 85 B AVENIDA GRANADA E/S SIERRA MADRE DRIVE E/S S PALM CANYON DRIVE Collector 578 60 34,680 AC/AC 85 B INCA CIRCLE S/S VERA CRUZ ROAD S END (CDS) Residential 122 33 6,273 AC/AC 85 B LA BREA ROAD S/S VERA CRUZ ROAD N/S GUADALUPE ROAD Residential 395 33 13,035 AC/AC 85 B LINDA VISTA DRIVE W/S PATENCIO ROAD W END Residential 730 28 20,440 AC/AC 85 B THE PALMS STREET W/S VIA MIRALESTE W END (CDS) Residential 512 25 14,936 AC/AC86 B ARENAS ROAD W/S TAHQUITZ DRIVE W/S CAHUILLA ROAD Collector 1,311 36 47,196 AC 86 B TAHQUITZ CANYON WAY W/S BELARDO ROAD W/S MUSEUM DRIVE Collector 455 47 21,385 AC86 B AMADO ROAD E/S SUNRISE WAY W/S CERRITOS DRIVE Residential 1,295 36 46,620 AC 86 B AVENIDA OLANCHA E/S CALLE MARCUS W/S SUNRISE WAY Residential 217 25 5,425 AC 86 B CABRILLO ROAD E/S DE ANZA ROAD E/S ZANJERO ROAD Residential 921 26 23,946 AC 86 B CARDILLO AVENUE N/S RACQUET CLUB ROAD S/S CABRILLO ROAD Residential 870 24 20,880 AC86 B FAIRVIEW CIRCLE N/S REGAL DRIVE N END (CDS) Residential 405 32 15,070 AC 86 B JOYCE DRIVE W/S FARRELL DRIVE E/S SUNRISE WAY Residential 2,485 33 82,005 AC 86 B LORENA WAY W/S SHANNON WAY W END (CDS) Residential 198 32 8,582 AC 86 B MCCARTHY ROAD S/S RADIO ROAD N/S SAN RAFAEL ROAD Residential 882 46 40,572 AC 86 B MICHELLE ROAD N/S ANDREAS ROAD S/S TERRY LANE Residential 659 25 18,729 AC 86 B SONORA ROAD SAN JOAQUIN DRIVE E/S FARRELL DRIVE Residential 476 36 17,136 AC86 B FARRELL DRIVE 200'' N/O TAMARISK DRIVE N/S TAMARISK DRIVE Urban P.A. 200 60 12,000 AC Item 1W - Page 52
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 86 B TACHEVAH DRIVE W/S GENE AUTRY TRAIL E/S MONTALVO WAY Collector 1,014 36 36,504 AC/AC 86 B AVENIDA CERCA S/S COROZON AVENUE E/S GRANADA AVENUE Residential 1,121 32 35,872 AC/AC 86 B BURTON WAY S/S AMADO ROAD N/S ANDREAS ROAD Residential 865 33 28,545 AC/AC86 B CALLE ROLPH N/S E PALM CANYON DRIVE S/S MESQUITE AVENUE Residential 2,600 36 93,600 AC/AC 86 B CERRITOS ROAD S/S FRANCIS DRIVE N/S DEL LAGO ROAD Residential 967 33 31,911 AC/AC86 B EUGENE ROAD S/S CAMINO PAROCELA N/S SUNNY DUNES ROAD Residential 608 36 21,888 AC/AC 86 B INDIAN TRAIL N/S CAMINO REAL S/S SONORA ROAD Residential 1,061 33 28,305 AC/AC 86 B MATTHEW DRIVE E S/CHEROKEE WAY 915'' E/O LINDEN WAY Urban P.A. 1,627 32 69,124 AC/AC 87 B DILLON ROAD 321'' W/O MELISSA ROAD W/S KAREN AVENUE Collector 2,680 27 72,360 AC 87 B CALLE PALO FIERRO S/S RAMON ROAD N/S CAMINO PAROCELA Residential 606 36 21,816 AC 87 B CAMINO PAROCELA W/S CAMINO REAL W/S CALLE PALO FIERRO Residential 797 32 25,504 AC 87 B JACQUES DRIVE N/S VIA ESCUELA N END (CDS) Residential 410 33 15,640 AC 87 B JILL CIRCLE N/S ANDREAS ROAD N END (CDS) Residential 125 32 6,110 AC 87 B RENEE CIRCLE W/S ANDEE CIRCLE W END (CDS) Residential 123 32 6,046 AC 87 B SATURMINO ROAD S/S TAHQUITZ CANYON WAY N/S BARISTO ROAD Residential 1,241 34 42,194 AC 87 B YUCCA PLACE N/S ANZA DRIVE S/S MARION WAY Residential 612 25 15,300 AC 87 B CERRITOS DRIVE N/S ALEJO ROAD S/S TACHEVAH DRIVE Collector 2,585 36 93,060 AC/AC 87 B DESERT WAY S/S RAMON ROAD N/S CAMINO PAROCELA Residential 606 32 19,392 AC/AC 87 B ORCHID TREE LANE N/S AMADO ROAD S/S ALEJO ROAD Residential 1,284 33 42,372 AC/AC 87 B SAN MATEO DRIVE E/S FARRELL DRIVE N/S SONORA ROAD Residential 789 33 26,037 AC/AC87 B VIA ESCUELA 130'' E/O WHITEWATER CLUB DRIV W/S GENE AUTRY TRAIL Residential 1,548 36 55,728 AC/AC 88 B ALONDRA WAY W/S COMPADRE ROAD W END (CDS) Residential 385 32 15,045 AC 88 B AVENIDA CERCA W/S GRANADA AVENUE N/S COROZON AVENUE Residential 1,222 32 39,104 AC 88 B LEONARD ROAD S/S RACQUET CLUB ROAD N/S VIA OLIVERA Residential 664 22 14,608 AC 88 B PALOMINO ROAD W/S MANZANITA AVENUE N/S E DEEPWELL ROAD Residential 878 25 21,950 AC 88 B VIA MIRALESTE S/S RACQUET CLUB ROAD N/S VIA ESCUELA Residential 1,300 36 46,800 AC 88 B PATENCIO LANE E/S PATENCIO ROAD E END Urban P.A. 490 20 9,800 AC 88 B TAHQUITZ CANYON WAY VILLAGIO PALISADES DR Collector 575 17 9,775 AC/AC 88 B CALLE DE RICARDO E/S EL PLACER ROAD W/S AVENIDA EVELITA Residential 630 32 20,160 AC/AC 88 B CAMINO SAN SIMEON W/S AVENIDA EVELITA E/S EL PLACER ROAD Residential 638 32 20,416 AC/AC 88 B CERRITOS ROAD S/S JOYCE DRIVE N/S FRANCIS DRIVE Residential 1,137 33 37,521 AC/AC 88 B FRANCIS DRIVE W/S AVENIDA CABALLEROS W/S SUNRISE WAY Residential 2,572 36 92,592 AC/AC88 B VIA ESCUELA E/S AVENIDA CABALLEROS W/S HERMOSA DRIVE Residential 1,335 36 48,060 AC/AC88 B VIA ESCUELA W/S AVENIDA CABALLEROS E/S INDIAN CANYON DRIVE Residential 2,585 36 93,060 AC/AC 88 B VISTA ORO S/S CAMINO PAROCELA N/S SUNNY DUNES ROAD Residential 622 32 19,904 AC/AC 89 B AVENIDA OLANCHA E/S CALLE ROLPH W/S CALLE MARCUS Residential 214 25 5,350 AC 89 B ROCK CIRCLE N/S ALEXANDER WAY N END (CDS) Residential 144 33 6,867 AC 89 B SUNVIEW AVENUE N/S COROZON AVENUE E/S GRANDA AVENUE Residential 1,226 32 39,232 AC 89 B SUNVIEW AVENUE W/S GRANADA AVENUE N/S COROZON AVENUE Residential 1,122 32 35,904 AC 89 B INDIAN CANYON DRIVE N/S TRAMVIEW ROAD 2666'' N/O TRAMVIEW ROAD Urban P.A. 2,666 68 167,888 AC 89 B SB SIDE OF INDIAN CANYON DRIVE N/S 19TH AVENUE NORTH CITY LIMITS Urban P.A. 2,888 38 109,744 AC 89 B AMADO ROAD E/S BELARDO ROAD W/S PALM CANYON DRIVE Collector 288 51 14,016 AC/AC89 B RUSH STREET N/S 34TH AVENUE 625'' N/O 34TH AVENUE Collector 632 36 22,752 AC/AC89 B AVENIDA ELEANORA N/S CALLE LILETA N/S CALLE FELICIA Residential 288 33 9,504 AC/AC Item 1W - Page 53
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 89 B CALLE MARCUS S/S MESQUITE AVENUE N/S E PALM CANYON DRIVE Residential 2,600 36 93,600 AC/AC 89 B CAMINO PAROCELA E/S WILLIAMS ROAD W/S GENE AUTRY TRAIL Residential 604 36 21,744 AC/AC 89 B GUY CIRCLE N/S JOYCE DRIVE N END (CDS) Residential 120 32 5,950 AC/AC 89 B JUNIPERO AVENUE S/S SAN MARCO WAY N/S RACQUET CLUB ROAD Residential 1,737 30 52,110 AC/AC 89 B JUNIPERO AVENUE S/S RACQUET CLUB ROAD N/S VIA OLIVERA Residential 818 30 24,540 AC/AC 89 B PASEO DOROTEA N/S SUNNY DUNES ROAD S/S RAMON ROAD Residential 1,261 36 52,596 AC/AC 90 A AVENIDA GRANADA W/S CALLE PALO FIERRO E/S SIERRA MADRE Collector 535 60 32,100 AC 90 A EAST PALM CANYON ‐ S. FRONTAGE SMOKETREE LANE W END Collector 650 28 18,200 AC 90 A AVENIDA EVELITA S/S RAMON ROAD N/S SUNNY DUNES ROAD Residential 1,275 33 42,075 AC 90 A COROZON AVENUE W/S INDIAN CANYON DRIVE E/S PALM VISTA DRIVE Residential 920 36 33,120 AC 90 A INDUSTRIAL PLACE W/S CALLE PALO FIERRO S/S SUNNY DUNES ROAD Residential 790 30 23,700 AC 90 A RIDGE ROAD W/S EL CAMINO WAY W END Residential 1,033 22 22,726 AC 90 A VIRGINIA ROAD S/S SAN RAFAEL ROAD 345'' S/O SAN RAFAEL ROAD Residential 345 19 6,555 AC 90 A CALICO LANE S/S DEL LAGO ROAD N/S RACQUET CLUB ROAD Residential 283 33 9,339 AC/AC 90 A CARDILLO AVENUE N/S VIA OIVERA S/S RACQUET CLUB ROAD Residential 823 22 18,106 AC/AC 90 A CHUPEROSA ROAD N/S FRANCIS DRIVE S/S JOYCE DRIVE Residential 1,137 33 37,521 AC/AC 90 A EL ESCUDERO W/S AVENIDA CABALLEROS W END (CDS) Residential 518 32 18,822 AC/AC 90 A GREG CIRCLE N/S JOYCE DRIVE N END (CDS) Residential 188 32 8,126 AC/AC 90 A JAN CIRCLE N/S JOYCE DRIVE N END (CDS) Residential 188 32 8,126 AC/AC 90 A PARK DRIVE E/S CERRITOS DRIVE W/S SUNSET WAY Residential 622 32 19,904 AC/AC 90 A TRAMVIEW ROAD 1486'' W/O INDIAN CANYON ROAD 2600'' W/O INDIAN CANYON ROAD Residential 1,114 36 40,104 AC/AC 90 A VIA OLIVERA W/S PALM CANYON DRIVE W/S VIA MONTE VISTA Residential 1,330 36 47,880 AC/AC 91 A LA CAMPANA WAY E/S MONTALVO WAY W/S VALDIVIA WAY Collector 490 36 18,900 AC 91 A BONITA CIRCLE W/S CAMINO REAL W END (CDS) Residential 260 37 11,706 AC 91 A EASTGATE ROAD S/S GATEWAY DRIVE S END (CDS Residential 321 32 12,933 AC 91 A PALM VISTA DRIVE N/S COROZON AVENUE E/S GRANADA AVENUE Residential 777 32 24,864 AC 91 A ROSARITO WAY W/S HERMOSA DRIVE W END (CDS) Residential 530 32 19,206 AC 91 A TRAIL CIRCLE N/S ALEXANDER WAY N END (CDS) Residential 144 33 6,862 AC 91 A VIA ALTAMIRA E/S AVENIDA CABALLEROS W/S ARQUILLA ROAD Residential 615 36 22,140 AC 91 A VIDEO ROAD N/S GATEWAY DRIVE N END Residential 409 32 13,088 AC 91 A ESCOBA DRIVE E/S EL CIELCO ROAD N/S PALM CANYON DRIVE Collector 1,392 60 83,520 AC/AC 91 A MORONGO ROAD E/S BELARDO ROAD W/S S PALM CANYON DRIVE Collector 600 58 34,800 AC/AC91 A BAHADA ROAD S/S FRANCIS DRIVE N/S DEL LAGO ROAD Residential 968 33 31,944 AC/AC 91 A BISKRA ROAD N/S DEL LAGO ROAD S/S FRANCIS DRIVE Residential 968 33 31,944 AC/AC 91 A CAMINO REAL N/S VIA LAZO N/S MURRAY CANYON DRIVE Residential 2,497 36 89,892 AC/AC 91 A CHINO CANYON ROAD E/S VISTA DRIVE W END Residential 1,367 20 27,340 AC/AC 91 A DOMINGUEZ ROAD E/S LOS FELICES ROAD W/S DE ANZA ROAD Residential 570 22 12,540 AC/AC 91 A GIRASOL AVENUE E/S VIA MONTE VISTA N/S VIA OLIVERA Residential 465 30 13,950 AC/AC91 A HIDALGO WAY S/S ROSARITO WAY S/S CALETA WAY Residential 809 36 29,124 AC/AC 91 A MARISCAL ROAD W/S VIA NORTE W END Residential 962 24 23,088 AC/AC 91 A MCMANUS DR E/S CERRITOS DRIVE W/S SUNSET WAY Residential 621 36 22,356 AC/AC91 A PAMELA DRIVE N/S GATEWAY DRIVE N END Residential 113 32 3,616 AC/AC 91 A THORNHILL ROAD N/S SUNNY DUNES ROAD S/S RAMON ROAD Residential 1,270 32 40,640 AC/AC92 A TAHQUITZ CANYON WAY W/S PALM CANYON DRIVE W/S BELARDO ROAD Collector 307 47 14,429 AC Item 1W - Page 54
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 92 A ALEXANDER WAY W/S AVENIDA CABALLEROS E/S VIA MIRALESTE Residential 1,275 33 42,075 AC 92 A BONAIR DRIVE N/S COROZON AVENUE W/S GRANADA AVENUE Residential 677 32 23,013 AC 92 A CERRITOS ROAD S/S SONORA ROAD N/S E PALM CANYON DRIVE Residential 1,261 36 45,396 AC 92 A COROZON AVENUE W/S PALM VISTA DRIVE E/S SUN VIEW AVENUE Residential 214 32 6,848 AC92 A DRIFTWOOD DRIVE S/S MESQUITE AVENUE N/S E DEEPWELL ROAD Residential 1,822 25 45,550 AC 92 A GLEN CIRCLE W/S STARR ROAD ‐ N END W/S STARR ROAD ‐ S END Residential 1,412 33 46,596 AC 92 A MANZANITA AVENUE N/S E DEEP WELL ROAD S/S MESQUITE AVENUE Residential 1,822 25 45,550 AC 92 A PASEO DE MARCIA S/S MESQUITE AVENUE N/S S DEEPWELL ROAD Residential 1,822 25 45,550 AC 92 A PINTO ROAD N/S E DEEPWELL ROAD S/S PALOMINO ROAD Residential 322 25 8,050 AC 92 A SPENCER DRIVE E/S VIA MIRALESTE E/S DUANE ROAD Residential 962 33 32,286 AC 92 A TAHQUITZ DRIVE N/S BARISTO ROAD S/S AREANAS ROAD Residential 675 32 21,600 AC 92 A VIA NORTE N/S MARISCAL ROAD N/S VISTA CHINO Residential 1,000 27 27,000 AC92 A ARENAS ROAD E/S BELARDO ROAD W/S PALM CANYON DRIVE Collector 282 36 10,152 AC/AC 92 A ANDREAS ROAD W/S SUNSET WAY E/S SUNRISE WAY Residential 2,049 34 69,666 AC/AC 92 A AVENIDA OLANCHA E/S S PALM CANYON DRIVE W/S VIA SALIDA Residential 698 33 23,034 AC/AC 92 A AVENIDA OLANCHA E/S VIA SALIDA E END Residential 398 33 13,134 AC/AC 92 A AVENIDA OLIVOS N/S TAMARISK ROAD 320'' S. OF TACHEVAH DRIVE Residential 960 26 22,680 AC/AC 92 A AVENIDA ORTEGA S/S AVENIDA OLANCHA W/S VIA ENTRADA Residential 309 33 10,197 AC/AC 92 A AVENIDA ORTEGA E/S VIA ENTRADA W/S VIA SALIDA Residential 263 33 8,679 AC/AC92 A AVENIDA ORTEGA E/S VIA SALIDA E END Residential 398 33 13,134 AC/AC 92 A BLANDO ROAD N/S VIA ESCUELA N/S PAJARO ROAD Residential 1,035 28 28,980 AC/AC 92 A CALETA WAY W/S HIDALGO WAY E/S HERMOSA DRIVE Residential 420 36 15,120 AC/AC 92 A CALETA WAY W/S HERMOSA DRIVE W END (CDS) Residential 530 32 19,206 AC/AC 92 A CALLE FELICIA S/S ARENAS ROAD E/S AVENIDA ELEANOR Residential 852 33 28,116 AC/AC 92 A CALLE FELICIA W/S AVENIDA ELEANOR E/S SATURMINO DRIVE Residential 242 33 7,986 AC/AC 92 A CALLE SANTA ROSA N/S CAMINO PAROCELA S/S RAMON ROAD Residential 614 32 19,648 AC/AC 92 A CAMINO PAROCELA E/S VELLA ROAD W/S OLEANDER ROAD Residential 332 36 11,952 AC/AC92 A CAMINO PAROCELA E/S OLEANDER ROAD W/S WILLIAMS ROAD Residential 288 36 10,368 AC/AC92 A CERRITOS DRIVE S/S PASEO GRACIA N/S BARISTO ROAD Residential 216 36 7,776 AC/AC92 A CERRITOS ROAD S/S RACQUET CLUB DRVE N/S VIA ESCUELA Residential 1,286 33 42,438 AC/AC92 A CERRITOS ROAD S/S DEL LAGO ROAD N/S RACQUET CLUB DRIVE Residential 277 33 9,141 AC/AC 92 A DE ANZA ROAD S/S YORBA ROAD N/S PICO ROAD Residential 241 16 3,856 AC/AC 92 A DE ANZA ROAD N/S PICO ROAD S/S SEPULVEDA ROAD Residential 231 26 6,006 AC/AC 92 A DE ANZA ROAD S/S SEPULVEDA ROAD N/S DOMINGUEZ ROAD Residential 241 20 4,820 AC/AC 92 A DEL MAR WAY W/S HERMOSA DRIVE W END (CDS) Residential 530 32 19,206 AC/AC 92 A DESERT WAY N/S ESCOBA ROAD N/S LAS PAMPAS WAY Residential 524 36 18,864 AC/AC 92 A ESCOBA DRIVE E/S EL CIELO ROAD E END (CDS) Residential 1,657 36 61,788 AC/AC 92 A GATEWAY DRIVE 100'' E/O EASTGATE ROAD E/S PAMELA DRIVE Residential 1,620 39 63,180 AC/AC 92 A GEM CIRCLE W/S PASEO DE ANZA W END (CDS) Residential 410 32 15,366 AC/AC92 A HERMOSA DRIVE N/S SUNNY DUNES ROAD S/S SAN LUCAS ROAD Residential 220 37 8,140 AC/AC 92 A LARGO CIRCLE W/S HERMOSA DRIVE W END (CDS) Residential 139 28 6,138 AC/AC 92 A LINDO CIRCLE W/S HERMOSA DRIVE W END (CDS) Residential 139 28 6,138 AC/AC 92 A LUNA CIRCLE W/S AURORA DRIVE W END (CDS) Residential 164 32 7,494 AC/AC 92 A MADERO CIRCLE W/S HERMOSA DRIVE W END (CDS) Residential 139 28 6,138 AC/AC Item 1W - Page 55
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 92 A MCMANUS DR E/S SATURMINO DRIVE W/S CERRITOS DRIVE Residential 822 36 29,592 AC/AC92 A NOGALES WAY N/S CALETA WAY S/S ROSARITO WAY Residential 738 36 26,568 AC/AC92 A OCOTILLO AVENUE W/S SUNRISEWAY W END Residential 1,709 28 48,156 AC/AC92 A PAJARO ROAD E/S BLANDO ROAD W/S AURORA DRIVE Residential 332 28 9,834 AC/AC 92 A ROSARITO WAY E/S HERMOSA DRIVE E/S HIDALGO WAY Residential 420 36 15,120 AC/AC92 A SAN JUAN ROAD E/S VIMINAL ROAD W/S VOLTURNO ROAD Residential 938 24 22,512 AC/AC 92 A SAN LORENZO ROAD W/S HERMOSA DRIVE W/S SUNRISE WAY Residential 1,603 23 36,869 AC/AC 92 A SANTA CLARA WAY W/S INDIAN CANYON DRIVE E/S PUERTO DEL SOL Residential 570 18 10,260 AC/AC 92 A SEPULVEDA ROAD E/S DE ANZA ROAD W/S ZANJERO ROAD Residential 736 22 16,192 AC/AC 92 A SYCAMORE CIRCLE W/S STARR ROAD W END (CDS) Residential 631 32 22,302 AC/AC92 A VIA ENTRADA S/S AVENIDA OLANCHA N/S S PALM CANYON DRIVE Residential 575 33 18,975 AC/AC 92 A SOUTH PALM CANYON DRIVE 130'' S/O BOGERT TRAIL 236'' N/O ACANTO DRIVE Urban P.A. 1,030 32 32,960 AC/AC 93 A CIELO DRIVE W/S PANORAMA ROAD W END Residential 970 20 19,400 AC/AC93 A FIESTA ROAD CHIA ROAD CDS Residential 529 33 17,457 AC/AC 93 A GEM CIRCLE W/S AURORA DRIVE W END (CDS) Residential 164 32 7,494 AC/AC 93 A SMOKEWOOD AVENUE W/S ARABY DRIVE W END Residential 1,010 19 19,190 AC/AC 94 A EL CHORRO WAY W/S FARRELL DRIVE W END (CDS) Residential 389 33 15,562 AC/AC 94 A VIA SALIDA S/S SONORA ROAD N/S E PALM CANYON DRIVE Residential 1,275 36 45,900 AC/AC 95 A ANDREAS ROAD 614'' W/O SUNRISE WAY E/S HERMOSA DRIVE Residential 638 60 38,280 AC 95 A ANDREAS ROAD W/S SUNRISE WAY 614'' W/O SUNRISE WAY Residential 614 28 17,192 AC 95 A ARENAS ROAD W/S PASEO ROSETA E/S CALLE FELICIA Residential 214 37 7,918 AC 95 A AURORA DRIVE S/S RACQUET CLUB ROAD N/S VIA ESCUELA DRIVE Residential 1,248 36 44,928 AC 95 A BEDFORD DRIVE S/S THERESA DRIVE N/S SUNNY DUNES ROAD Residential 941 33 31,053 AC 95 A BISKRA ROAD S/S TACHEVAH DRIVE N/S EL ALAMEDA Residential 605 36 21,780 AC 95 A BUTTONWILLOW CIRCLE N/S EL ALEMEDA N END (CDS) Residential 205 32 8,807 AC 95 A CALLE DE RICARDO E/S AVENIDA EVELITA W/S PASEO DOROTEA Residential 621 32 19,872 AC 95 A CALLE ENCILIA S/S RAMON ROAD N/S CAMINO PAROCELA Residential 614 32 19,648 AC 95 A CALLE LILETA E/S AVENIDA ELEANOR S/S ARENAS ROAD Residential 804 33 26,532 AC 95 A CALLE LORO N/S EL ALAMEDA N END (CDS) Residential 383 36 16,035 AC 95 A CALLE PALO FIERRO S/S CAMINO PAROCELA N/S SUNNY DUNES ROAD Residential 606 36 21,816 AC 95 A CALLE QUETZAL N/S TAMARISK ROAD S/S EL ALAMEDA Residential 512 36 18,432 AC 95 A CAMINO CONDOR N/S EL ALEMEDA N END (CDS) Residential 450 36 18,447 AC 95 A CAMINO CONDOR S/S EL ALAMEDA N/S CAMINO PELICANO Residential 340 36 12,240 AC 95 A CAMINO PAROCELA E/S EL PLACER ROAD W/S AVENIDA EVELITA Residential 632 31 19,592 AC 95 A CAMINO PELICANO E/S CAMINO CONDOR W/S CALLE QUETZAL Residential 733 36 26,388 AC 95 A CAMINO SAN SIMEON W/S PASEO DOROTEA E/S AVENIDA EVELITA Residential 633 32 20,256 AC 95 A CANYON VISTA DRIVE E/S S PALM CANYON DRIVE W/S SIERRA MADRE Residential 570 36 20,520 AC 95 A CERRITOS ROAD S/S VIA ESCUELA N/S VISTA CHINO Residential 1,286 33 42,438 AC 95 A CHIA ROAD W/S CERRITOS ROAD E/S SUNRISE WAY Residential 1,271 36 45,756 AC 95 A CHIQUITA CIRCLE N/S ALEJO ROAD N END (CDS) Residential 515 32 19,205 AC 95 A CHRISTINA WAY WS/ VIA DONNA N END (CDS) Residential 578 36 23,614 AC 95 A CIBOLA CIRCLE N/S EL ALAMEDA N END (CDS) Residential 205 32 8,807 AC 95 A CYPRESS ROAD S/S JOYCE DRIVE N/S FRANCIS DRIVE Residential 1,137 33 37,521 AC 95 A DEL PASO WAY W/S HERMOSA DRIVE W END (CDS) Residential 530 32 19,206 AC Item 1W - Page 56
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 95 A DUNHAM ROAD E/S ANDREAS HILLS ROAD E END (CDS) Residential 418 36 17,294 AC 95 A DURO CIRCLE W/S AURORA DRIVE W END (CDS) Residential 132 28 5,806 AC 95 A EL ALAMEDA W/S CALLE QUETZAL E/S CERRITOS ROAD Residential 1,200 36 43,200 AC 95 A EL ALAMEDA W/S CERRITOS ROAD E/S SUNRISE WAY Residential 1,282 36 46,152 AC 95 A EL DORADO BOULEVARD N/S COROZON AVENUE S/S TRAMVIEW ROAD Residential 585 32 18,720 AC 95 A EL PORTAL W/S S PALM CANYON DRIVE E/S MESA DRIVE Residential 264 26 8,667 AC 95 A ESTIO CIRCLE W/S AURORA CIRCLE W END (CDS) Residential 132 28 5,806 AC 95 A FRANCIS DRIVE E/S INDIAN CANYON DRIVE W/S AVENIDA CABALLEROS Residential 2,606 34 88,604 AC95 A FUERTE CIRCLE W/S AURORA DRIVE W END (CDS) Residential 132 28 5,806 AC 95 A HERMOSA DRIVE N/S VISTA CHINO N/S VIA ESCUELA Residential 1,303 36 46,908 AC95 A HERMOSA DRIVE S/S ALEJO ROAD N/S AMADO ROAD Residential 1,250 36 45,000 AC 95 A HOWARD CIRCLE N/S ROSA PARKS ROAD N END Residential 118 32 3,776 AC95 A LAUREL CIRCLE W/S STARR ROAD W END (CDS) Residential 631 32 22,302 AC 95 A LAWRENCE CIRCLE N/S ROSA PARKS ROAD N END Residential 105 32 3,360 AC 95 A LINDEN WAY N/S EAST PALM CANYON DRIVE S/S SEVEN LAKES DRIVE Residential 1,158 36 41,688 AC 95 A LOS ALAMOS ROAD S/S VINCENTIA ROAD N/S VENTURA ROAD Residential 714 33 23,562 AC 95 A LOS ALAMOS ROAD N/S SAN JUAN ROAD S/S VIA ESCUELA Residential 1,020 33 33,660 AC 95 A LUJO CIRCLE N/S ALEJO ROAD N END (CDS) Residential 515 32 19,205 AC 95 A MENLO CIRCLE W/S BOB O'' LINK LANE W END (CDS) Residential 200 32 8,508 AC95 A MIRA VISTA WAY S/S VIA ESCUELA S/S MARISCAL ROAD Residential 291 33 9,603 AC95 A MONRONGO ROAD E/S S PALM CANYON DRIVE W/S PALO VERDE AVENUE Residential 1,625 36 58,500 AC 95 A PALM VISTA DRIVE W/S GRANADA AVENUE N/S COROZON AVENUE Residential 668 32 22,725 AC 95 A PASEO BARBARA E/S VIA ROBERTO MIGUEL E END Residential 1,179 32 37,728 AC95 A QUINCY WAY S/S TAMARISK ROAD S END (CDS) Residential 923 31 31,338 AC 95 A S PEQUENO CIRCLE S/S VIA ESTRELLA S. END (CDS) Residential 320 28 11,070 AC 95 A SAN ANGELO ROAD W/S VOLTURNO ROAD E/S VIMINAL ROAD Residential 925 24 22,200 AC 95 A SAN ANTONIO ROAD S/S VINCENTIA ROAD N/S VENTURA ROAD Residential 714 33 23,562 AC 95 A SAN ANTONIO ROAD N/S SAN JUAN ROAD S/S VIA ESCUELA Residential 1,020 33 33,660 AC 95 A SAN CLEMENTE ROAD N/S VENTURA ROAD S/S VINCENTIA ROAD Residential 714 33 23,562 AC95 A SAN CLEMENTE ROAD S/S VIA ESCUELA N/S SAN JUAN ROAD Residential 1,020 33 33,660 AC 95 A SAN GORONIO ROAD S/S VENTURA ROAD N/S VINCENTIA ROAD Residential 714 33 23,562 AC 95 A SAN GORONIO ROAD S/S VIA ESCUELA N/S SAN JUAN ROAD Residential 1,020 33 33,660 AC 95 A SAN JUAN ROAD E/S VOLTURNO ROAD W/S WHITEWATER CLUB DRIVE Residential 1,218 32 38,976 AC 95 A SANDIA ROAD E/S VIMINAL ROAD W/S VOLTURNO ROAD Residential 925 24 22,200 AC 95 A SANTA CATALINA ROAD W/S INDIAN CANYON DRIVE W/S VIRGINIA ROAD Residential 1,290 20 25,800 AC 95 A SATURMINO CIRCLE N/S ALEJO ROAD N END (CDS) Residential 515 32 19,205 AC 95 A TERCERO CIRCLE N/S ALEJO ROAD N END (CDS) Residential 515 32 19,205 AC 95 A VENTURA ROAD E/S VOLTURNO ROAD W/S WHITEWATER CLUB DRIVE Residential 1,218 33 40,194 AC 95 A VERADA SUR W/S PALM CANYON DRIVE E/S CAMINO CENTRO Residential 932 28 26,096 AC 95 A VERNA COURT W/S QUINCY WAY W END (CDS) Residential 414 31 15,559 AC 95 A VIA DONNA N/S PASEO EL MIRADOR S/S DEEPAK ROAD Residential 850 36 30,600 AC 95 A VIA NEGOCIO N/S VISTA CHINO E/S SUNRISE WAY Residential 598 36 21,528 AC95 A VISTA VESPERO S/S VIA LAS PALMAS N/S CAMINO SUR Residential 805 33 28,188 AC 95 A VOLTURNO ROAD N/S VISTA CHINO S/S VIA ESCUELA Residential 1,275 33 42,075 AC Item 1W - Page 57
2022‐2023 PMP Project ‐ PCI Listing
PCI Grade Street Name Beg Location End Location Street Class Length (ft) Width (ft) Area (SF) Surface Type 95 A YORBA ROAD W/S LOS FELICES ROAD E/S PALM CANYON DRIVE Residential 320 36 11,520 AC95 A ALBERTO CIRCLE N/S ROSA PARKS ROAD N END Residential 109 32 3,488 AC/AC 95 A OPUNTIA ROAD N/S CHIA ROAD S/S CHUCKWALLA ROAD Residential 626 33 21,058 AC/AC 95 A HERMOSA DRIVE N/S FRANCIS DRIVE GATES TO CONDO COMPLEX Residential 65 36 2,340 PCC 96 A ALLEY @ JUNIPERO AVENUE 100'' S/O CABRILLO ROAD 280'' S/O CABRILLO ROAD Residential 180 12 2,160 PCC 97 A ALLEY @ JUNIPERO AVENUE S/S VIA OLIVERA N/S VIA ESCUELA Residential 648 21 13,608 PCC98 A BARISTO ROAD W/S CIVIC DRIVE W/S EL CIELO ROAD Collector 644 60 38,640 AC 98 A RAMON ROAD FRONTAGE (N. SIDE) W/S COMPADRE ROAD 643'' W/O COMPADRE ROAD Collector 643 27 17,361 AC98 A STEVENS ROAD W/S N INDIAN CANYON DRIVE E/S N PALM CANYON DRIVE Collector 293 25 7,325 AC Item 1W - Page 58
2022-2023 PCI Map
Item 1W - Page 59
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CITY COUNCIL STAFF REPORT
06/29/2023
SUBJECT:

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM SPRINGS, CALIFORNIA, RESCINDING RESOLUTION NO. 23017 AND AUTHORIZING THE

INVESTMENT, DEPOSIT, AND WITHDRAWAL OF CITY OF PALM SPRINGS

MONIES IN THE LOCAL AGENCY INVESTMENT FUND AND AUTHORIZING A

CHANGE IN SIGNATURES FOR THE DEPOSIT AND WITHDRAWAL OF THOSE FUNDS
RECOMMENDATION:

Adopt a Resolution entitled, “A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM SPRINGS, CALIFORNIA, RESCINDING RESOLUTION NO. 23017 AND

AUTHORIZING THE INVESTMENT, DEPOSIT, AND WITHDRAWAL OF CITY OF

PALM SPRINGS MONIES IN THE LOCAL AGENCY INVESTMENT FUND AND

AUTHORIZING A CHANGE IN SIGNATURES FOR DEPOSIT AND WITHDRAWAL OF THOSE FUNDS.”
Attachments
Item 1X

CITY COUNCIL STAFF REPORT
DATE: JUNE 29, 2023 CONSENT CALENDAR
SUBJECT: A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM SPRINGS, CALIFORNIA, RESCINDING RESOLUTION NO. 23017 AND

AUTHORIZING THE INVESTMENT, DEPOSIT, AND WITHDRAWAL OF

CITY OF PALM SPRINGS MONIES IN THE LOCAL AGENCY

INVESTMENT FUND AND AUTHORIZE A CHANGE IN SIGNATURES

FOR DEPOSIT AND WITHDRAWAL OF THOSE FUNDS
FROM: Scott C. Stiles, City Manager
BY: Department of Finance & Treasury
SUMMARY:

Approval of this action will authorize the investment, deposit, and withdrawal of City of Palm Springs monies in the Local Agency Investment Fund and update the current authorized signatures for deposit and withdrawal of funds.

RECOMMENDATION:

1. Adopt Resolution No. _____, “A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM SPRINGS, CALIFORNIA, RESCINDING RESOLUTION NO. 23017 AND AUTHORIZING THE INVESTMENT, DEPOSIT, AND WITHDRAWAL

OF CITY OF PALM SPRINGS MONIES IN THE LOCAL AGENCY INVESTMENT

FUND AND AUTHORIZE A CHANGE IN SIGNATURES FOR DEPOSIT AND WITHDRAWAL OF THOSE FUNDS.”
BUSINESS PRINCIPAL DISCLOSURE:

N/A.

BACKGROUND:

The Local Agency Investment Fund (LAIF), a voluntary program created by statute, began in 1977 as an investment alternative for California's local governments and special districts and it continues today under Treasurer Fiona Ma's administration. The enabling legislation for the LAIF is Section 16429.1 et seq. of the California Government Code.

Item 1X - Page 1
City Council Staff Report
June 29, 2023 -- Page 2
LAIF Resolution
This program offers local agencies the opportunity to participate in a major portfolio, which invests hundreds of millions of dollars, using the investment expertise of the State Treasurer's Office professional investment staff at no additional cost to the taxpayer.

The LAIF is part of the Pooled Money Investment Account (PMIA). The PMIA began in 1955 and oversight is provided by the Pooled Money Investment Board (PMIB) and an in-house Investment Committee. The PMIB members are the State Treasurer, Director of Finance, and State Controller.

The LAIF has grown from 293 participants and $468 million in 1977 to 2,362 participants and $26.3 billion at the end of May 2023.

STAFF ANALYSIS:

Staff is requesting approval of the Resolution in Attachment A which will update the current authorized signatures to the positions of City Manager, Asst. City Manager, Director of Finance, and the Assistant Director of Finance. These 4 positions are designated in the City’s Investment Policy, section 14.0 – Internal Control, as authorized signors.

ALIGNMENT WITH STRATEGIC PLANNING:

This action supports the City Council principle of Forward-Thinking Governance.

FISCAL IMPACT:

None.

REVIEWED BY:

Department Director: Kristopher J. Mooney
City Manager: Scott Stiles
ATTACHMENTS:

A. Resolution
Item 1X - Page 2

ATTACHMENT A
Item 1X - Page 3
RESOLUTION NO.

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

PALM SPRINGS, CALIFORNIA, RESCINDING
RESOLUTION NO. 23017 AND AUTHORIZING THE

INVESTMENT, DEPOSIT, AND WITHDRAWAL OF CITY OF

PALM SPRINGS MONIES IN THE LOCAL AGENCY
INVESTMENT FUND.

WHEREAS, pursuant to Chapter 730 of the Statutes of 1976, Section 16429.1 was added to the California Government Code to create a Local Agency Investment Fund in the State Treasury for the deposit of money of a local agency for the purposes of investment by the State Treasurer; and
WHEREAS, the City of Palm Springs does hereby find that the deposit and withdrawal of monies in the Local Agency Investment Fund, in accordance with the provisions of Section 16429.1 of the Government Code, for the purposes of investment as stated therein, to be in the best interests of the City of Palm Springs.

NOW THEREFORE THE CITY COUNCIL DETERMINES, RESOLVES AND APPROVES AS FOLLOWS:

SECTION 1. That the deposit and withdrawal of City of Palm Springs monies in the Local Agency Investment Fund in the State Treasury in accordance with the provisions of Section 16429.1 of the Government Code for the purpose of investment, as stated therein, is hereby authorized.

SECTION 2. That the following City of Palm Springs Officers or their successors in office (including that person who is employed to fill the Vacant Assistant Director of Finance position, below) shall be authorized to order the deposit or withdrawal of monies in the Local Agency Investment Fund in accordance with the City’s Investment Policy:

City Manager – Scott C. Stiles
Assistant City Manager – Teresa Gallavan
Kristopher J. Mooney - Director of Finance (Acting)
Vacant – Assistant Director of Finance
PASSED, APPROVED AND ADOPTED at a regular meeting of the City Council of the City of Palm Springs on this ____ day of ________________, 2023.

GRACE GARNER
MAYOR
ATTEST:

BRENDA PREE
Item 1X - Page 4

CITY CLERK
Item 1X - Page 5
Resolution No.

Page 2 ends

CERTIFICATION

STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.

CITY OF PALM SPRINGS )
I, BRENDA PREE, City Clerk of the City of Palm Springs, California, hereby certify that Resolution No. ____ is a full, true and correct copy, and was duly adopted at a regular meeting of the City Council of the City of Palm Springs on this 29th day of June, 2023, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of Palm Springs, California, this ______ day of ______________, _________.

Brenda Pree, City Clerk
City of Palm Springs, California
Item 1X - Page 6

CITY COUNCIL STAFF REPORT
06/29/2023
SUBJECT:

APPROVAL OF AMENDMENT NO. 1 TO CONTRACT SERVICES AGREEMENT NO. A9128 WITH PUSH MEDIA, INC. DBA GLEESON DIGITAL STRATEGIES, INC.

FOR AIRPORT ADVERTISING AND PROMOTIONAL SERVICES
RECOMMENDATION:

Approve Amendment No. 1 to Contract Services Agreement No. A9128 with Push Media, Inc. dba Gleeson Digital Strategies in the amount of $1,092,850 for Airport advertising and promotional services.

1. 2. Authorize the City Manager or his designee to execute all necessary documents.

Attachments
Item 1Y

CITY COUNCIL STAFF REPORT
DATE: JUNE 29, 2023 CONSENT CALENDAR
SUBJECT: APPROVAL OF AMENDMENT NO. 1 TO CONTRACT SERVICES AGREEMENT NO. A9128 WITH PUSH MEDIA, INC. DBA GLEESON
DIGITAL STRATEGIES, INC. FOR AIRPORT ADVERTISING AND

PROMOTIONAL SERVICES
FROM: Scott C. Stiles, City Manager
BY: Department of Aviation
SUMMARY:

This action will approve Amendment No. 1 to Contract Services Agreement No. A9128 for advertising and promotional services at Palm Springs International Airport.

RECOMMENDATION:

1. Approve Amendment No. 1 to Contract Services Agreement No. A9128 with Push Media, Inc. dba Gleeson Digital Strategies in the amount of $1,092,850 for Airport advertising and promotional services (Attachment A).

2. Authorize the City Manager or designee to execute all necessary documents.

BUSINESS PRINCIPAL DISCLOSURE:

According to the Public Integrity Disclosure Form (Attachment B) and the Statement of Information filed with the California Secretary of State, Push Media, dba Gleeson Digital Strategies, Inc., is registered in the State of California. The President/CEO is Carol Gleeson.

BACKGROUND:

The Palm Springs International Airport (PSP) has experienced tremendous growth since 2019, even during the pandemic, adding new airlines and new nonstop routes and a new record year in 2022. One of PSP’s main goals is to convert more of our seasonal routes to year-round, and to achieve that we must continue our work to establish PSP as the airport of choice, increase area awareness about PSP, and grow passenger demand.

Item 1Y - Page 1
City Council Staff Report
June 29, 2023 -- Page 2
Approve Amendment No. 1 to Contract Services Agreement No. A9128 PSP needs to appeal to a broad audience beyond the city limits of Palm Springs. PSP’s catchment area includes all nine cities in the Coachella Valley, the High Desert communities, the San Gorgonio Pass communities, and Inland Empire residents who can easily choose between PSP or another area airport.

In 2022, the Aviation Department worked with the Procurement and Contracting Department to issue a Request for Proposals (RFP 17-22) to find a provider of these needed services. The RFP was advertised in the local newspaper and published on the PlanetBids website. Five proposals were received and evaluated by an evaluation team made up of staff from the Aviation, Communications Department, and from Visit Greater Palm Springs. The proposals were evaluated against published criteria that included the firms’ experience, experience of the team, understanding of the scope of work, local preference, and price. Push Media, Inc. dba Gleeson Digital Strategies was ranked the highest by the evaluation team and is being recommended for award of the contract.

At its meeting on June 15, 2022, the Airport Commission unanimously voted (14-0) to recommend the approval of the original three-year agreement, and City Council approved the agreement on June 16, 2022.

STAFF ANALYSIS:

During Fiscal Year 2022-23, Push Media, Inc. dba Gleeson Digital Strategies successfully developed advertising campaigns for PSP that set the Airport up to stand out as the airport of choice among area residents, tourists coming to the Coachella Valley, and Inland Empire residents who can easily choose between PSP or another area airport. To continue successfully developing the Airport’s advertising campaign, the Airport desires to increase the advertising media purchase allowance budget for Fiscal Year 2023-24 from $425,000 to $650,000 and Fiscal Year 2024-25 from $425,000 to $1,000,000.

This amendment will increase the three-year total compensation to a not-to-exceed amount of $2,592,850, which includes additional professional services in the amount of $115,050 for Fiscal Year 2023-24 and $177,800 for Fiscal Year 2024-25, and an advertising media purchase allowance increase of $225,000 for Fiscal Year 2023-24 and $575,000 for Fiscal Year 2024-25, for a total increase amount of $1,092,850.

ENVIRONMENTAL ASSESSMENT:

The requested City Council action is not a “Project” as defined by the California Environmental Quality Act (CEQA). Pursuant to Section 15378(a), a “Project” means the whole of an action, which has a potential for resulting in either a direct physical change in the environment, or a reasonably foreseeable indirect physical change in the environment. According to Section 15378(b), a “Project” does not include: (5) Organizational or administrative activities of governments that will not result in direct or indirect physical changes in the environment.

Item 1Y - Page 2
City Council Staff Report
June 29, 2023 -- Page 3
Approve Amendment No. 1 to Contract Services Agreement No. A9128 ALIGNMENT WITH STRATEGIC PLANNING:

N/A.

FISCAL IMPACT:

The estimated cost for the additional professional services is $115,050 for Fiscal Year 2023-24 and $177,800 for Fiscal Year 2024-25, and an advertising media purchase allowance increase of $225,000 for Fiscal Year 2023-24 and $575,000 for Fiscal Year 2024-25. Funding for these professional services has been accounted for in the budgets for Fiscal Year 2023-24 and 2024-25 and is available in Airport account 4157020-50145.

REVIEWED BY:

Department Director: Harry Barrett Jr.

Procurement and Contracting Manager: Kim Baker
Acting Finance Director: Kristopher Mooney
City Attorney: Geremy Holm
City Manager: Scott Stiles
ATTACHMENTS:

A. Amendment No.1 to Contract Service Agreement No. A9128 with Push Media, Inc. dba Gleeson Digital Strategies
B. Public Integrity Business Disclosure
Item 1Y - Page 3

ATTACHMENT A
AMENDMENT NO. 1 TO CONTRACT SERVICES
AGREEMENT NO. A9128 WITH PUSH MEDIA, INC.

DBA GLEESON DIGITAL STRATEGIES
Item 1Y - Page 4

Page 1 of 4 ends

Revised: 2.9.22
AMENDMENT NO. 1 TO CONTRACT SERVICES AGREEMENT
NO. A9128

ADVERTISING AND PROMOTIONAL SERVICES

BETWEEN THE CITY OF PALM SPRINGS INTERNATIONAL

AIRPORT AND PUSH MEDIA, INC DBA GLEESON DIGITAL

STRATERGIES

1. Parties and Date.

This Amendment No. 1 to Agreement No. A9128 (Amendment No. 1) is made and entered into as of July 1, 2023, by and between the City of Palm Springs (City) and Push Media, Inc. dba Gleeson Digital Strategies, Inc., a California corporation (Corporation). City and Contractor are sometimes individually referred to as “Party” and collectively as “Parties.”

2. Recitals.

2.1 Agreement. The City and Contractor have entered into an agreement entitled Contract Services Agreement No. A9128 Push Media, Inc. dated July 1, 2022, (Agreement) for the purpose of Airport advertising and promotional services for the Palm Springs International Airport (Airport).

Contract term: July 1, 2022, through June 30, 2025, with two one-year extension options; Contract Price: $1,500,000.

2.2 Amendment. The City and Contractor desire to amend the Agreement to increase compensation.

2.3 Amendment Authority. This Amendment No. 1. is authorized pursuant to Section 3.3 of the Agreement.

3. Terms.

3.1 Compensation of Contractor. Section 3.1 of the Agreement is hereby amended in its entirety to read as follows:
“Contractor shall be compensated and reimbursed for the services rendered under this Agreement in accordance with the schedule of annual fees set forth in Exhibit “A” Section 4 - Scope of Work and Exhibit “A1”. The total amount of compensation shall not exceed $2,592,850 for the initial three-year term which includes additional services in the amount of $115,050 for Fiscal Year 2023-24 and $177,800 for Fiscal Year 2024-25, and an advertising media purchase allowance increase of $225,000 for Fiscal Year 2023-24 and $575,000 for Fiscal Year 2024-25, for a total increase amount of $1,092,850.

3.2 Additional Services. The Scope of Services/Work, as that term is defined in the Agreement, shall be amended to include additional services, more particularly described in Exhibit “A1” attached hereto to this Amendment No. 1 and incorporated herein by reference.

3.3 Continuing Effect of Agreement. Except as amended by this Amendment No. 1, all Item 1Y - Page 5

Page 2 of 4 ends

Revised: 2.9.22
other provisions of the Agreement remain in full force and effect and shall govern the actions of the parties under this Amendment No. 1. From and after the date of this Amendment No. 1, whenever the term “Agreement” or “Contract” appears in the Agreement, it shall mean the Agreement as amended by this Amendment No. 1.

3.4 Adequate Consideration. The Parties hereto irrevocably stipulate and agree that they have each received adequate and independent consideration for the performance of the obligations they have undertaken pursuant to this Amendment No. 1.

3.5 Severability. If any portion of this Amendment No. 1 is declared invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions shall continue in full force and effect.

3.6 Counterparts. This Amendment No. 1 may be executed in duplicate originals, each of which is deemed to be an original, but when taken together shall constitute but one and the same instrument.
[SIGNATURES ON FOLLOWING PAGE]
Item 1Y - Page 6

Page 3 of 4 ends

Revised: 2.9.22

SIGNATURE PAGE TO AGREEMENT BY AND BETWEEN THE CITY OF PALM SPRINGS AND PUSH MEDIA, INC. DBA GLEESON DIGITAL STRATEGIES, INC.

IN WITNESS WHEREOF, the Parties have executed this Agreement as of the dates stated below.

CONTRACTOR:

By: _____________________________________ By: _________________________________________ Signature Signature
(2nd signature required for Corporations)
Date: Date:

CITY OF PALM SPRINGS:

APPROVED BY CITY COUNCIL:

Date: _______ Item No.

APPROVED AS TO FORM: ATTEST:

By: ___________________________ By: _______________________________ City Attorney City Clerk
APPROVED:

By: _______________________________ Date:

City Manager – over $50,000
Deputy/Assistant City Manager – up to $50,000
Director – up to $25,000
Manager – up to $5,000
Item 1Y - Page 7

Page 4 of 4 ends

Revised: 2.9.22
EXHIBIT A1

ADDITIONAL SERVICES
[ATTACHED]
Item 1Y - Page 8
1130 ROBERTSON WAY | SACRAMENTO, CA 95818 | (916) 626 - 2699 Daniel Meier, C.M.

Deputy Director of Aviation, Marketing & Air Service
Palm Springs International Airport (PSP)
3400 E. Tahquitz Canyon Way, Suite 1
Palm Springs, CA 92262
May 25th, 2023
Re: Fiscal Years 23/24 & 24/25 Advertising & Promotional Services Hello Daniel,
It is my pleasure to confirm our ongoing contract for the following financial years:

Fiscal Year 2023-2024
Item 1 Account and Media Management $ 76,700
Item 2 Creative Services (inc. Photography) $ 53,350
Total $ 115,050
Fiscal Year 2024-2025
Item 1 Account and Media Management $ 118,800
Item 2 Creative Services $ 59,000
Total $ 177,800
We look forward to another great year and appreciate the relationship.

Kind regards,
Carol Gleeson
President/CEO
Push Media, Inc. dba Gleeson Strategies
Item 1Y - Page 9
Gleeson
Strategies
ATTACHMENT
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Item 1Y - Page 10
Item 1Y - Page 11

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PUBLIC I TEGRJTY DISCLOSURE

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Item 1Y - Page 12

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26 APRIL, 2022

CITY COUNCIL STAFF REPORT
06/29/2023
SUBJECT:

APPROVAL OF AMENDMENT NO. 1 TO PROFESSIONAL SERVICES
AGREEMENT NO. A7147 FOR ON-CALL AVIATION CONSULTING SERVICES AND TASK ORDER NO. 3 WITH M. ARTHUR GENSLER JR. & ASSOCIATES, INC.

FOR INBOUND BAGGAGE CLAIM EXPANSION DESIGN AND CONSTRUCTION

ADMINISTRATION SERVICES AT THE PALM SPRINGS INTERNATIONAL

AIRPORT
RECOMMENDATION:

Approve Amendment No. 1 to Professional Services Agreement No. A7147 with Gensler for a 3-year term.

1. Approve Task Order No. 3 with Gensler for inbound baggage claim expansion design and construction administration services at the Palm Springs International Airport, in an amount not to exceed $2,914,322.04.

2. 3. Allow the City Manager or designee to execute all necessary documents.

Attachments
Item 1Z

CITY COUNCIL STAFF REPORT
DATE: JUNE 29, 2023 CONSENT CALENDAR
SUBJECT: APPROVAL OF AMENDMENT NO. 1 TO PROFESSIONAL SERVICES AGREEMENT NO. A7147 FOR ON-CALL AVIATION CONSULTING
SERVICES AND TASK ORDER NO. 3 WITH M. ARTHUR GENSLER JR. & ASSOCIATES, INC. FOR INBOUND BAGGAGE CLAIM EXPANSION

DESIGN AND CONSTRUCTION ADMINISTRATION SERVICES AT THE

PALM SPRINGS INTERNATIONAL AIRPORT
FROM: Scott C. Stiles, City Manager
BY: Department of Aviation
SUMMARY:

This item will approve Amendment No. 1 to Professional Services Agreement No. A7147 with M. Arthur Gensler Jr., & Associates, Inc. (Gensler) for on-call aviation consulting services, and Task Order No. 3 with Gensler for inbound baggage claim expansion design and construction administration services at the Palm Springs International Airport (Airport).

RECOMMENDATION:

1. Approve Amendment No. 1 to Professional Services Agreement No. A7147 with M. Arthur Gensler Jr. & Associates (Gensler) for a 3-year term (Attachment A).

2. Approve Task Order No. 3 (Attachment B) with Gensler for inbound baggage claim expansion design and construction administration services at the Palm Springs International Airport, in an amount not to exceed $2,914,322.04.

3. Authorize the City Manager or designee to execute all necessary documents.

BUSINESS PRINCIPAL DISCLOSURE:

According to the Public Integrity Disclosure Form (Attachment C) submitted on February 28, 2023, Gensler is a California corporation registered to do business in California.

Item 1Z - Page 1
City Council Staff Report
June 29, 2023-- Page 2
Amendment to Agreement No. A7147 & Task Order No. 3 with Gensler BACKGROUND:

On May 2, 2018, the City Council held a public hearing and approved Professional Services Agreement No. A7147 with M. Arthur Gensler Jr. & Associates, Inc. (Gensler) for on-call aviation consulting services associated with the Palm Springs International Airport Capital Improvement Program, for a term of five years. The original agreement with Gensler was intended to support various aspects of the Airport Capital Improvement Program which included the design of the baggage claim area.

On November 15, 2021, the federal government signed into law the federal Bipartisan Infrastructure Law (BIL) which provides potential funding for new investments towards infrastructure including airports. The BIL provided $25 billion to be awarded to eligible U.S. airports for airport infrastructure and terminal development. The BIL funds were split into two funding categories: 1) Airport Infrastructure Grants (AIG) allocated and competitive, and 2) Airport Terminal Program (ATP) competitive.

The Airport recognized the importance of upgrading its infrastructure to meet the increasing demand and expectations of passengers and airlines, and Airport staff identified the requirement for an improved inbound baggage claim system within the terminal. The existing system faced capacity limitations, causing delays and inconveniences for travelers.

Under the BIL-AIG funding, the FAA allocated approximately $5.1 million to the Airport in Fiscal Year 2022 and for the next 4 years the Airport will receive $5.1 million of BIL-AIG allocated funds totaling approximately $25.5 million through Fiscal Year 2026. To secure the necessary additional funding for this crucial project, the Airport diligently prepared a comprehensive proposal that showcased the need for the inbound baggage claim system and its alignment with the FAA's goals. The proposal included concept designs and cost estimates demonstrating the project's feasibility and anticipated benefits. Through a rigorous application process, the Airport successfully obtained a competitive BIL-ATP grant from the FAA. This grant provides the necessary financial resources to design and construct the inbound baggage claim system, ultimately improving the efficiency, passenger flow, and overall customer satisfaction at the Airport, and the Airport intends to apply for additional ATP grants in subsequent years.

On June 5, 2023, the City Council accepted the FAA BIL-ATP Grant for the Inbound Baggage Claim System.

STAFF ANALYSIS:

On June 12, 2023, Gensler submitted a proposal (Attachment D) for the inbound baggage claim expansion design and construction administration services with a total fee of $2,914,322.04 and an estimated project schedule of 2 years and six months.

Item 1Z - Page 2
City Council Staff Report
June 29, 2023-- Page 3
Amendment to Agreement No. A7147 & Task Order No. 3 with Gensler Airport staff have determined issuing Task Order No. 3 to Gensler for inbound baggage claim expansion design and construction administration services would allow Gensler to deliver a high-quality design. However, Agreement No. A7147 with Gensler for its on-call services will be expiring on July 30, 2023, and the extension to the on-call Agreement No.

A7147 is necessary to allow Gensler to complete Task Order No. 3.

Given the expertise and successful collaboration demonstrated by Gensler in the previous contract, it is recommended that their contract be extended to allow them to support the inbound baggage claim expansion design and construction administration services. The extension of Gensler's contract will enable continuity and consistency in the design services provided, ensuring a seamless integration of design elements and adherence to the overall vision of the Capital Improvement Program. Their extensive knowledge of the Airport facilities and proven track record in delivering high-quality designs makes them a valuable partner for this critical component of the project. Amendment No. 1 extends the term of the Agreement for up to 3 years to account for any unforeseen delays in the project.

The Airport established a third-party independent cost estimate (IFE) to ensure a fair and reasonable price for the project. The IFE was approximately 2.6% lower than the proposal and meets FAA’s standards.

The inbound baggage claim expansion design and construction administration service project will improve the passenger experience by reducing congestion between customers queuing at the rental car counters and passengers claiming their baggage.

The enlargement of the building will be the primary driver to provide more space for the two functional areas to operate. It is anticipated that the building will be expanded by 7,500 square feet (SF) to 10,000 SF. The existing inbound baggage claim area will be renovated to upgrade interior finishes, lighting, signage, and building systems, and the new and existing spaces will have a unified design.

Staff recommends approval of Amendment No. 1 to Professional Services Agreement No. A7147 for an additional 3-year term, and Task Order No. 3 in the amount not to exceed $2,914,322.04.

ENVIRONMENTAL ASSESSMENT:

The project, “Inbound Baggage Claim Project” is exempt pursuant to categorical exemptions per CEQA Guidelines § 15301(e)(2), (Class 1, Existing Facilities). The project is a renovation and expansion in the baggage claim area. The existing structure can accommodate the expansion and continue to utilize existing utilities such as water, sewer, electricity and does not result in an increase of more than 10,000 square feet and is not in an environmentally sensitive area. Therefore, the project does not require any additional environmental assessment and the project is exempt from further CEQA analysis.

Item 1Z - Page 3
City Council Staff Report
June 29, 2023-- Page 4
Amendment to Agreement No. A7147 & Task Order No. 3 with Gensler ALIGNMENT WITH STRATEGIC PLANNING:

Approval of this action supports City Council priority 2A, Improve City Facilities.

FISCAL IMPACT:
$2,768,606 from the Airport Project Grants Fund Account 4167070-80000 and $145,716 from the Airport Special Capital Project Fund Account 4167065-80000 are budgeted in FY 2023-24 budget. 95% of the project costs will be reimbursed by the FAA’s BIL-ATP Program with the remaining 5% to be funded by the Airport Special Capital Projects fund balance. Airport staff believes that the FAA will transmit the BIL-ATP grant to the City prior to September 30, 2023.

REVIEWED BY:

Department Director: Harry Barrett Jr.

City Attorney: Geremy Holm
City Manager: Scott Stiles
ATTACHMENTS:

A. Amendment No. 1 to Professional Services Agreement No. A7147 B. Task Order No. 3 with Gensler
C. Public Integrity Disclosure Form
D. Gensler Proposal
Item 1Z - Page 4

ATTACHMENT A
AMENDMENT NO. 1 TO
PROFESSIONAL SERVICES AGREEMENT NO. A7147
Item 1Z - Page 5

Page 1 of 3 ends

Revised: 2.9.22
AMENDMENT NO. 1 TO PROFESSIONAL SERVICES AGREEMENT
NO. A7147
BETWEEN THE CITY PALM SPRINGS AND M. ARTHUR GENSLER
JR. & ASSOCIATES INC.

1. Parties and Date.

This Amendment No. 1 to Agreement No. A7147 (Amendment No. 1) is made and entered into on July 31, 2023, by and between the City of Palm Springs (“City”) and M. Arthur Gensler Jr. & Associates, Inc., a California Corporation with its principal place of business at 500 S. Figueroa Street, Los Angeles, CA 90071 (Consultant). City and Consultant are sometimes individually referred to as “Party” and collectively as “Parties.”

2. Recitals.

2.1 Agreement. The City and Consultant have entered into an agreement entitled On-Call Aviation Consulting Services dated July 31, 2018 (Agreement) for the purpose of retaining the services of on-call aviation consulting services.

2.2 Recent Task Order. On June __, 2023, the City issued a task order for design services for inbound baggage claim expansion design and construction services at the Palm Springs International Airport pursuant to the Agreement.

2.3 Expiration of Agreement. The Agreement is set to expire on July 21, 2023.

2.4 Amendment. The City and Consultant now desire to amend the Agreement in order to extend the term for the sole purpose of allowing ongoing projects to be completed.

2.5 Amendment Authority. This Amendment No. 1 is authorized pursuant to Section

10.3 of the Agreement.

3. Terms.

3.1 Section 3.4 Term. Section 3.4 of the Agreement is hereby amended in its entirety to read as follows:
“3.4 Term. Unless earlier terminated under this Agreement, this Agreement shall commence upon the effective date of this Agreement and continue in full force and effect through July 31, 2023. Any extension must be through the mutual written agreement of the Parties.

In the event that there are outstanding Task Orders as of July 31, 2023, this Agreement shall continue in full force and effect for: (1) a period of three years, commencing on July 31, 2023, and ending on July 30, 2026, or (2) the completion of all outstanding Task Orders, whichever occurs earlier.”
Item 1Z - Page 6

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Revised: 2.9.22

3.2 Continuing Effect of Agreement. Except as amended by this Amendment No. 1, all other provisions of the Agreement remain in full force and effect and shall govern the actions of the parties under this Amendment No. 1. From and after the date of this Amendment No. 1, whenever the term “Agreement” or “Contract” appears in the Agreement, it shall mean the Agreement as amended by this Amendment No. 1.

3.3 Adequate Consideration. The Parties hereto irrevocably stipulate and agree that they have each received adequate and independent consideration for the performance of the obligations they have undertaken pursuant to this Amendment No. 1.

3.4 Severability. If any portion of this Amendment No. 1 is declared invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions shall continue in full force and effect.

3.5 Counterparts. This Amendment No. 1 may be executed in duplicate originals, each of which is deemed to be an original, but when taken together shall constitute but one and the same instrument.
[SIGNATURES ON FOLLOWING PAGE]
Item 1Z - Page 7

Page 3 of 3 ends

Revised: 2.9.22

SIGNATURE PAGE TO AGREEMENT BY AND BETWEEN THE CITY OF PALM SPRINGS AND M. ARTHUR GENSLER JR. & ASSOCIATES INC.

IN WITNESS WHEREOF, the Parties have executed this Agreement as of the dates stated below.

CONTRACTOR:

By: _______________________________________ By: _________________________________________ Signature Signature (2nd signature required for Corporations) Date: Date:

CITY OF PALM SPRINGS:

APPROVED BY CITY COUNCIL:

Date: _______ Item No.

APPROVED AS TO FORM: ATTEST:

By: ___________________________ By: _______________________________ City Attorney City Clerk
APPROVED:

By: _______________________________ Date:

City Manager – over $50,000
Deputy/Assistant City Manager – up to $50,000
Director – up to $25,000
Manager – up to $5,000
Item 1Z - Page 8

ATTACHMENT B
TASK ORDER NO. 3 WITH GENSLER
Item 1Z - Page 9
M. ARTHUR GENSLER JR. & ASSOCIATES, INC. City of Palm Springs Engineering Services Department
3200 E. Tahquitz Canyon Way
Agreement A7147 Palm Springs, CA 92262

TASK ORDER
NO. REVISION NO. ISSUE DATE TASK ORDER AMOUNT PAYMENT BASIS RECONCILED (only if NTE T&M) 03 6/30/2023 $2,914,322.04
TITLE: Inbound Baggage Claim Expansion Project
SCOPE:

Agreement A7147
Proposal from Gensler dated June 15, 2023
CONTRACT AMOUNT On-Call Services
Previous purchase orders $1,514,000.00
TASK ORDER 01 $132,140.90
TASK ORDER 02 $21,783.76
TASK ORDER 03 $2,914,322.04
TOTAL EXPENDITURE TO DATE $4,582,246.70
EXCLUSIONS:

INCLUSIONS:

Schedule:

CITY OF PALM SPRINGS AUTHORIZATION CONTRACTOR/CONSULTANT ACCEPTANCE

AIRPORT EXECUTIVE DIRECTOR CONTRACTOR/CONSULTANT
Date: __________________________ Date: __________________________ REFERENCE DOCUMENTS:

On-call design services for inbound baggage claim expansion design and construction administration services at the Palm Springs International Airport.

Geotechnical engineering services and LEED documentation and submittal services and are not included.

Schedule will be based on the date of the Notice to Proceed (NTP).

TASK ORDER FORM
NO

NTE T&M
Fixed Price

YES N/A
Item 1Z - Page 10
• • 0 0 •

ATTACHMENT C

PUBLIC INTEGRITY BUSINESS DISCLOSURE
Item 1Z - Page 11

PUBLIC INTEGRITY DISCLOSURE

APPLICANT DISCLOSURE FORM

1. Name of Entity

2. Address of Entity (Principal Place of Business)

3. Local or California Address (if different than #2)

4. State where Entity is Registered with Secretary of State If other than California, is the Entity also registered in California?  Yes  No

5. Type of Entity
 Corporation  Limited Liability Company  Partnership  Trust  Other (please specify)

6. Officers, Directors, Members, Managers, Trustees, Other Fiduciaries (please specify) Note: If any response is not a natural person, please identify all officers, directors, members, managers and other fiduciaries for the member, manager, trust, or other entity
________________________  Officer  Director  Member  Manager [name]  General Partner  Limited Partner
Other ___________________________
_______________________________  Officer  Director  Member  Manager [name]  General Partner  Limited Partner
 Other __________________________
________________________________  Officer  Director  Member  Manager [name]  General Partner  Limited Partner
 Other __________________________
Gensler
500 S. Figueroa Street, Los Angeles, CA
n/a
California
X
Board of Directors/Officers
(effective 1/1/2023-
12/31/2023)
Andrew P. Cohen (Co-CEO)
Diane Hoskins (Co-CEO)
Joseph Brancato (Chair)
Philippe Phaneuf (COO, General
Counsel & Secretary)
Robin Klehr Avia
Jordan Goldstein
Elizabeth Brink
Julia Simet
Hao Ko
Cindy Simpson
Theresa Sheils
Samuel Bermudez Ureña
Xiaomei Lee
Michael White
Joseph Lauro
Non-Director Officers
Linda Havard (CFO and
Treasurer)
Ryan Alvarez (Assistant
Secretary)
Los Angeles Principals
Aaron Birney
Alan Young
Arpy Hatzikian
Barbara Dunn
David Herjeczki
Demetra Thornton
Denise Zacky-Popoch
Duncan Paterson
Dylan Jones
Eric Stultz
Erin Lilly
Gene Watanabe
Guy Williams
James Kelly
Jennifer Hamilton
JF Finn III
Jill Wittnebel
John Circenis
John Wiedner
Keith Thompson
Kevin Rosenstein
Lee Pasteris
Lexi Barry
Michael Volk
Michael White
Nathan Kim
Olivier Sommerhalder
Peter Barsuk
Ryan Ihly
Serena Winner
Steve Chung
Steven Hergert
Terence Young
Tim Sullivan
Tina Rothermund
Tom Ito
Tom Sze
Warwick Wicksman
Item 1Z - Page 12

7. Owners/Investors with a 5% beneficial interest in the Applicant Entity or a related entity

EXAMPLE

JANE DOE
[name of owner/investor]
50%, ABC COMPANY, Inc.
[percentage of beneficial interest in entity and
name of entity]
A.
[name of owner/investor] [percentage of beneficial interest in entity and name of entity]
B.
[name of owner/investor] [percentage of beneficial interest in entity and name of entity]
C.
[name of owner/investor] [percentage of beneficial interest in entity and name of entity]
D.
[name of owner/investor] [percentage of beneficial interest in entity and name of entity]
E.
[name of owner/investor] [percentage of beneficial interest in entity and name of entity]

I DECLARE UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING IS TRUE AND CORRECT.

Signature of Disclosing Party, Printed Name, Title Date * M. Arthur Gensler Jr. & Associates, Inc. is a private company owned by its Employee Stock Ownership Plan and its individual employee shareholders, with none of whom owning more than 6%. Gensler is a global firm with over 6,000 professionals across our 52 offices.

Keith Thompson, AIA, LEED AP, February 28, 2023
Principal in Charge
*
Item 1Z - Page 13

ATTACHMENT D

GENSLER PROPOSAL
Item 1Z - Page 14
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•••••••••••••
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•••••••
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••••••••••
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•••••••
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••
Architecture,
Interiors,
Graphics:

Gensler
Introba: BHS PBS : MEP
Structural: WP
Moore
Lighting: KGM Cost: Dharam Code FLS:

Jensen Hughes
ADA: Jensen
Hughs IT: Arora Civil: M&H
Survey:

PSOMAS -
Under Mead &
Hunt
Task 1: Concept Design $ 135,675.00 $ 106,633.80 $ 26,095.00 $ 11,260.00 $ 2,475.00 $ 12,790.00 $ 24,250.00 $ 10,730.00 $ 21,393.00 $ 9,667.50 $ 17,620.00 $ 378,589.30 Task 2: Schematic Design $ 176,800.00 $ 88,065.52 $ 41,890.00 $ 17,340.00 $ 6,610.00 -$ -$ -$ 25,197.00 $ $ 30,620.00 -$ 386,522.52 $ Task 3: Design Development $ 196,400.00 $ 99,282.32 $ 50,910.00 $ 23,690.00 $ 6,125.00 -$ 2,540.00 $ $ 4,915.00 $ 27,441.00 $ 31,678.00 -$ 442,981.32 $ Task 4: Construction Documents $ 270,100.00 $ 72,434.40 $ 63,610.00 $ 66,240.00 $ 4,425.00 $ 13,700.00 $ 5,735.00 $ 5,465.00 $ 37,563.00 $ 29,743.00 -$ 569,015.40 $ Task 5: Plan Check Review $ 51,300.00 -$ 12,770.00 $ $ 4,110.00 $ 1,540.00 -$ 3,725.00 $ $ 3,185.00 $ 4,386.00 $ 7,144.00 -$ 88,160.00 $ Task 6: Bidding $ 13,300.00 $ 7,844.00 $ 3,380.00 $ 2,340.00 -$ -$ -$ -$ 2,928.00 $ $ 3,224.00 -$ 33,016.00 $ Task 7: Construction Administration $ 506,150.00 $ 176,801.84 $ 41,620.00 $ 31,660.00 $ 6,940.00 -$ -$ -$ 53,316.00 $ $ 63,105.50 -$ 879,593.34 $ Task 8: Close Out $ 26,000.00 $ 31,332.16 -$ 1,730.00 $ $ 770.00 -$ -$ -$ 1,980.00 $ $ 3,772.00 -$ 65,584.16 $ Total 1,375,725.00 $ $ 582,394.04 $ 240,275.00 $ 158,370.00 $ 28,885.00 $ 26,490.00 $ 36,250.00 $ 24,295.00 $ 174,204.00 $ 178,954.00 $ 17,620.00 $ 2,843,462.04 Reimbursable Expenses 51,360.00 $
3-D Digital Renderings 19,500.00 $
$ 70,860.00
Total All Fees 2,914,322.04 $
Fee
Item 1Z - Page 23
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W/H
0 5 10 20 40

EXISTING RENTAL CAR COUNTERS EXISTING BAG CLAIMS EXISTING PROPOSED RENTAL CAR STUDY - EXISTING Item 1Z - Page 28
W/H
0 5 10 20 40

PROPOSED RENTAL

CAR COUNTERS PROPOSED BAG CLAIMS WITH EXTENDED PIERS

PROPOSED RENTAL

CAR COUNTERS

EXPANDED FOOTPRINT

EXISTING PROPOSED
60'-0"
111'-7 1/4"
RENTAL CAR STUDY - OPTION 1
Item 1Z - Page 29
W/H
0 5 10 20 40

EXISTING RENTAL CAR COUNTERS EXISTING PROPOSED

EXPANDED FOOTPRINT

PROPOSED BAG CLAIMS WITH EXTENDED PIERS
182'-1/2"
30'-0"
RENTAL CAR STUDY - OPTION 2
Item 1Z - Page 30
W/H
0 5 10 20 40

EXISTING PROPOSED EXISTING RENTAL CAR COUNTERS

EXPANDED FOOTPRINT
PROPOSED CAROUSEL BAG CLAIMS 30'-0"

PROPOSED RENTAL
CAR COUNTERS 30'-0" 141'-8"
212'-3/4"
RENTAL CAR STUDY - OPTION 3
Item 1Z - Page 31
June 12, 2023
Mr. Neil McLean/Senior Associate
Gensler
Re: PSP analysis, design and Construction Administration of claim unit replacement Dear Neil:

Project Overview:

This BHS project aims to perform an on-site assessment of the existing claim units, allocated space, and a flight schedule analysis to evaluate the claim area’s current state, identify areas of improvement, and develop high-level concepts for enhancing its performance. The assessment will provide valuable insights to guide the development of innovative solutions to optimize the area and align it with PSP’s objectives.

Our proposal is based on documents and emails from Gensler on June 2, 2023.

Approach and Methodology:

We propose the following approach and methodology to achieve the project's objectives.

A. Initial Consultation: We will begin by conducting an initial on-site consultation to gain a comprehensive understanding of PSP’s goals, challenges, and specific requirements. During the initial consultation, our team will request system-specific documentation (BHS reports, existing asbuilds, flight schedules, etc.). This will allow us to align our assessment and concept development activities with your strategic objectives. The following is a list of deliverables for the initial consultation phase.
• Meeting minutes from the initial consultation, inclusive of our understanding of the needs and obstacles to overcome.

B. On-Site Claim Area Assessment: Our team of experts will conduct a comprehensive on-site assessment of the claim area, examining its components, available space, processes, and interactions. We will evaluate its performance, efficiency, reliability, and scalability, taking into account factors such as technology, infrastructure, operational workflows, and regulatory compliance. Through data collection, observations, interviews, and analysis, we will identify strengths, weaknesses, bottlenecks, and opportunities for improvement. The following is a list of deliverables for the on-site claim area assessment phase. • Site visit field report.

C. Assessment Report: Based on the findings from the on-site assessment, we will prepare an assessment report. This report will provide an in-depth evaluation of the claim area's current state, highlighting its key strengths and weaknesses. We will identify specific areas for improvement and provide recommendations for enhancing the system's performance, efficiency, and overall effectiveness. The following is a list of deliverables for the assessment report phase. • Detailed assessment report.
6440 N. Belt Line Road
Irving, TX 75063
www.introba.com
Item 1Z - Page 32
PAGE 2 OF 5

D. High-Level Concept Development: Building upon the assessment report, we will develop three high-level concepts to address the identified areas for improvement. To address future growth, with the development of the high-level concepts, a Flight Schedule Analysis (FSA) will be conducted using Owner provided information. These concepts will be innovative, tailored to PSP’s unique requirements, and aligned with industry best practices. Our team will explore various approaches, technologies, and design principles to develop concepts that optimize the system and drive positive outcomes. The following is a list of deliverables for the high-level concept development phase.
• FSA to identify future claim area requirements.
• Three concept-level claim area designs for stakeholder evaluation. • Preliminary Rough Order of Magnitude (ROM) estimate of the BHS equipment.

E. Concept Refinement and Final Deliverables: Based on the feedback received, we will refine the high-level concepts to incorporate stakeholder input and come to an outcome of a single preferred solution. We will prepare a final deliverable package with a comprehensive alternative analysis report and concept-level design drawings to illustrate the preferred solution. The following is a list of deliverables for the concept refinement and final concept deliverables phase. • Alternative analysis report after stakeholder comments/feedback on the three conceptlevel BHS designs. • Industry standard concept-level design drawings.

F. Based on the conceptual phase, we will develop a schematic design concept that illustrates the overall design direction, space planning, and preliminary design requirements. Coordination meetings between all trades and necessary stakeholders will be critical during the schematic design phase. The concept will be presented to the necessary stakeholders for review and feedback, allowing us to refine and align the design vision with goals and expectations (one revision after stakeholder feedback). The following is a list of deliverables for the schematic design phase.
• Description of design narrative.
• Industry standard schematic design drawings.
• Preliminary equipment power and heat loads.
• Updated ROM estimate of the BHS equipment.
• Written responses to stakeholder comments.

G. Detailed Design: Upon approval of the schematic design, we will proceed with the detailed design phase. This phase involves creating comprehensive design documentation, including mechanical and electrical drawings, phasing plans, and specifications. We will provide 30%, 60%, and 90% design package submittals, allowing stakeholder feedback and approval at critical stages of the design process. The following is a list of deliverables for the detailed design phase. • 30% design:
o Updated description of design narrative.
o BHS mechanical drawings for a design package, including a single-line diagram, overall plan views, cross-sections, and equipment typicals. o Preliminary phasing plan, with demo sheets.
o Updated ROM estimate of the BHS equipment.
o Preliminary BHS specification (table of contents).
o BHS equipment manifest.
o Written responses to stakeholder comments.
• 60% design:
o Updated description of design narrative.

Item 1Z - Page 33
PAGE 3 OF 5

o Updated BHS mechanical drawings for a design package, including a single-line diagram, overall plan views, cross-sections, and equipment typicals. o Proposed control device plan views, e-stop zones, and lower-level device equipment typicals.
o Updated phasing plan, with demo sheets, and schedule. o Updated BHS equipment power and heat loads.
o Updated ROM estimate of the BHS equipment.
o Updated BHS specification.
o Updated BHS equipment manifest.
o Written responses to stakeholder comments.
• 90% design:
o Updated description of design narrative.
o Updated BHS mechanical drawings for a design package, including a single-line diagram, overall plan views, cross-sections, and equipment typicals. o Updated proposed control device plan views, e-stop zones, and lower-level device equipment typicals.
o Updated phasing plan, with demo sheets, and schedule. o Updated BHS equipment power and heat loads.
o Updated ROM estimate of the BHS equipment.
o Updated BHS specification.
o Updated BHS equipment manifest.
o Written responses to stakeholder comments.

H. Construction Documents (100%): Building upon the approved design, we will develop the construction documents phase. This phase includes preparing the final set of construction drawings, specifications, and any necessary technical documentation required for the construction of the project. The construction documents will be thorough, accurate, and in compliance with applicable codes and regulations. The following is a list of deliverables for the construction document (100%) phase.
• Final description of design narrative.
• Final BHS mechanical drawings for a design package, including a single-line diagram, overall plan views, cross-sections, and equipment typicals. • Final proposed control device plan views, e-stop zones, and lower-level device equipment typicals.
• Final phasing plan, with demo sheets, and schedule.
• Final BHS equipment power and heat loads.
• Final ROM estimate of the BHS equipment.
• Final BHS specification.
• Final BHS equipment manifest.
• Written responses to stakeholder comments.

I. Construction Administration: Following the final design package deliverable, we propose offering construction administration services to ensure the smooth execution of the project. The Introba team will work with the Owner to evaluate Baggage Handling System Contractor (BHSC) bids, and once selected, our team will collaborate with the BHSC to address any design-related queries or issues that may arise during the construction phase. Additionally, as part of the construction administration phase, our team will provide project management and technical coordination/oversight of the BHS. The following is a list of deliverables for the construction administration phase.

Item 1Z - Page 34
PAGE 4 OF 5

• BHSC bid evaluations/Owner support.
• Responses to Request for Information (RFIs).
• Responses to Request for Variance (RFVs).
• Responses to Submittals.
• Participate in (virtual) project update meetings.
• Visits (one week per month for six months) to monitor BHS installation. • Site visit field reports.
• On-site support for testing and commissioning efforts. • Punchlist documentation.
• Review of claim area as-build documentation.
• Project close-out documentation.

Project Timeline:

We have prepared a projected project timeline that outlines each phase of the project, including the onsite assessment, assessment report, concept design, schematic design, design development, final deliverables, bidding support and Construction Administration. This timeline ensures a structured and efficient project execution, allowing us to deliver each listed deliverable within an agreed-upon timeframe.

Phase Timeframe
Concept Design Phase 5 weeks
Schematic Design Phase 6 weeks
Design Development Phase: 5 weeks
Construction Documents (100%) 10 weeks
Construction Administration 6 months (24 weeks)
Fee Structure:

The following fees are based on Lump Sum pricing.

Phase
Project
Director
Hours
Project
Manager
Hours
Engineering
Manager
Hours
Sr. BHS
Designer
Hours
BHS
Designer
Hours
Modeling/Simulation
Technical Analyst
Hours
Construction
Manager
Hours
Lump
Sum Fee
Concept
Design Phase 32 148 32 194 46 112 0 $106,634
Schematic
Design Phase 24 108 48 172 56 64 0 $88,066
Design
Development
Phase: 32 148 64 172 56 48 0 $99,282
Construction
Documents
(100%) Phase 16 112 48 136 40 32 0 $72,434
Construction
Administration 12 188 68 396 160 20 360 $215,978
Expenses $33,849.00
Totals $616,243
Item 1Z - Page 35
PAGE 5 OF 5

Expenses will be itemized separately and are to be considered reimbursable. These expenses will be accrued as actual rates. Expenses include flights, lodging, meals, transportation, parking, and mileage associated with the expected site visits listed below.
• Preliminary site visit for a project kick-off meeting and a site survey of the existing claim area and make-up equipment.
o Two Introba representatives on-site for three business days. • Site visit for a construction kick-off meeting.
o One Introba representative on-site for one week.
• Monthly site visits during claim unit construction to monitor claim unit installation. o One Introba representative on-site for one work week, once monthly for six months. • On-site support for testing and commissioning efforts. o One Introba representative on-site for five business days.

The following is a list of assumptions and exclusions that can be priced separately as needed. • Badging fees are not included.
• Bonds, permits, State and local taxes are excluded.
• Assumed Introba will receive accurate as-built drawings. If these are not available, additional efforts and costs will be necessary.

Confidentiality and Intellectual Property:

We understand the importance of maintaining the confidentiality of your project's information and respecting your intellectual property rights, as well as our own. Our team is committed to signing a nondisclosure agreement (NDA) to ensure that all sensitive information remains secure and protected throughout the project duration for both sides.

We are excited about the prospect of working with you on this project and believe our expertise and dedication will result in a successful outcome. Please review the proposal and feel free to contact us with any questions or feedback you may have. We look forward to discussing the project further and collaborating with you.

Thank you for considering Introba as your BHS design/consultant partner. We eagerly await your response.

Yours sincerely,
Jen Zemba
Business Development Director – Baggage Handling
[email protected]
224-908-7428
Item 1Z - Page 36
Glendora | Houston | Los Angeles | Orange County | San Diego 2100 East Route 66, Suite 210, Glendora, CA 91740 | T 626.650.0350 F 626.650.0352 www.pbsengineers.com
ME CH A NI CA L E L E CT RI CA L P L U MB I N G | CO NS U LTI N G EN GI NE ER S June 8, 2023
Neil McLean, AIA [email protected]
Senior Associate Direct: 213.327.3801
Gensler
500 South Figueroa Street
Los Angeles, California 90071
Project: Palm Springs International Airport
Bag Claim Expansion Project
3400 East Tahquitz Canyon Way
Palm Springs, California 92262
PBS No: 2023-699PBS
Reference: FEE PROPOSAL
Mechanical, Electrical, Plumbing, and Fire Protection (Performance Specifications Only) Engineering Services
Dear Mr. McLean,
Thank you for the opportunity to provide this fee proposal for the subject project. This fee proposal is based on your email received on June 2, 2023.

BASIS OF PROPOSAL

1. Provide all basic Mechanical, Electrical, Plumbing, and Fire Protection (Performance Specification Only) Engineering Services for the Basis of Design/Concept package per the scope of work, described in the RFP.

2. Provide necessary coordination for their utility requirements with other Consultants, such as the Architect, Telecommunication Equipment, Information Technology, Security, Fire and Life Safety Systems, and Structural Engineering included in the Basic Services.

ENGINEERING SCOPE OF SERVICES/APPROACH
PBS will provide basic Programming through Construction Document Phase and Construction Administration Mechanical, Electrical, Plumbing, and Fire Protection (Performance Specification only) Engineering Services per the Request for Proposal (RFP) contract requirements and as follows:

ORIENTATION

1. PBS will provide the names of their project team members, including the primary contact person and who is authorized to make decisions. This individual will be the President or Vice President of the firm.

2. PBS will ascertain the goals, objectives, strategy, and requirements of the Owner, including but not limited to codes, regulations, standards, and recommendations of professional and industry associations pertaining to the Engineer’s services. The Engineer will confirm the requirements in writing to the Architects.

SYSTEM PLANNING

1. The Engineer will review as-built record drawings of the project vicinity and explore alternative systems with the Architect, attend meetings, prepare analyses, drawings, and other documents, be available for general consultation, and make a recommendation regarding basic systems for this part of the project. The Engineer will consult with public agencies and other organizations concerning their requirements pertaining to this part of the project.

Item 1Z - Page 37
FEE PROPOSAL – June 8, 2023
PSP - Bag Claim Expansion Project
Palm Springs, California

Page 2 ends

PBS ENGINEERS, INC.

BUILDING EVALUATION
Mechanical, Electrical Plumbing, and Fire Protection (Performance Specification Only) Scope of Work The goals of this review include evaluating the existing facilities as described in the RFP from the utility infrastructure (power, water, gas, sewer, storm drainage, hot and chilled water generation, and distribution) standpoint. Further, the intent is to become intimately familiar with the building and its operation, not only for the scope of the work area but also for other areas, to understand how it may impact this project.

The following is the list of Mechanical, Electrical, Plumbing, and Fire Protection (Performance Specification only) tasks we (PBS) envision to be in our scope of work:

1. Review available utility plans and existing Mechanical, Electrical, Plumbing, and Fire Protection (Performance Specification Only) systems infrastructure drawings of the site.

2. Meetings and interviews with the PSP Airport, Maintenance Staff, and Operations.

3. Site visits and field investigation to survey capacity and feasibility of existing utilities that may be used for the facility.

4. Review Architectural strategies of the potential options of the renovations and their impact on Mechanical, Electrical, Plumbing, and Fire Protection (Performance Specification Only) Systems.

5. Develop alternatives available to upgrade Mechanical, Electrical, Plumbing, and Fire Protection (Performance Specification Only) Systems to comply with the Architectural strategies.

6. Analyze and compare each alternative based on life-cycle cost, constructability, the potential impact on other project elements or disciplines, and pros and cons.

7. Prepare and submit recommendations for the implementation of system upgrades.

DESIGN SERVICES

1. The Engineer will assist in reviewing the programming/concept design and prepare schematics, design development, and final working drawings in REVIT, Title 24 Load Calculations based on prescriptive compliance method and specifications for the system hereinafter described, and in accordance with, the project schedule to be established.

2. Prepare a 30% Design Package for the Concept.

3. Provide design services for the Temporary Lobby Scheme and the associated phasing for the Mechanical, Electrical, Plumbing, and Fire Protection (Performance Specification Only) Systems.

4. The Architect will provide electronic drawing files for use as backgrounds.

5. The Engineer will submit to the Owner hard copies and an electronic media copy of the final working drawing REVIT files with that submission.

6. The Engineer will assist in the review of all programming options and the associated cost estimates generated.

7. The energy-efficient design practices will be offered to ensure optimal design and operation.

8. The services described in this Agreement will cover the following systems:
a. Mechanical Engineering
1) Heating, Ventilation, and Air Conditioning (HVAC).
2) Full Mechanical Designs associated with the build-out of the new enclosed area. 3) Providing specific Mechanical Ventilation Designs associated with the operation areas. 4) Preparation of all required Title 24 load calculations and compliance documentation. This includes any coordination with Gensler as it relates to the envelope.

Item 1Z - Page 38
FEE PROPOSAL – June 8, 2023
PSP - Bag Claim Expansion Project
Palm Springs, California

Page 3 ends

PBS ENGINEERS, INC.

DESIGN SERVICES (Continued)
b. Electrical Engineering
1) Extension of the site power systems for the build-out of the new BHS area. 2) Interior power branch circuit distribution. This includes the power to the specialty function areas as well.
3) Life Safety Systems (Performance Specification Only).

Coordinate with the BHS team for power requirements.
4) Branch circuit power for communication, Audio/Visual (A/V), and Security Systems designed by Others.
5) Power for systems designed by Others, including Decorative and Public Area Lighting, Signage, Interior Design, Telecommunications, A/V Systems, and Security Systems. Location of all outlets and point utility requirements to be detailed on drawings by Others; these drawings were provided to the Engineer to allow the Engineer to transfer/incorporate these requirements into the Electrical Contract Documents.
c. Plumbing and Fire Protection (Performance Specification Only) 1) Hot and Cold-Water System, along with drainage system for the areas. 2) Coordination with the Architect for any equipment requiring Plumbing Services. 3) Fire Protection Design Criteria to include a review of the new space, the fire suppression system, and its ability to serve the space.

CONSTRUCTION DOCUMENTS

1. The Engineer will prepare drawings and sheet specifications intended for use in constructing this part of the project.

2. The Engineer’s Construction Documents will be in such format as required by the Architect, Owner, and Authorities Having Jurisdiction (AHJ) over the course of the project.

3. The Engineer’s documents will include full designs of the MEP Systems as outlined in the RFP, including incorporating all comments from the Owner/Owner’s Representative and Project Architect.

DELIVERABLES

1. Complete the final sizing and location of equipment for the MEP Systems.

2. Update the sheet specifications to indicate the quality and types of devices and equipment to be used for the MEP Systems.

3. Prepare filing forms and drawings for the AHJ submittal.

PERMITS

1. The Engineer will assist the Owner/Contractor with filing documents as required by the AHJ for the project’s duration and assist in obtaining approvals.

CONSTRUCTION ADMINISTRATION

1. The Engineer will assist the Owner/Client with Construction Administration for this project phase.

2. The Construction Phase will commence with the award of the first building contract for construction. It will terminate upon the first occurrence of either (a) issuance of a final certificate of payment to the contractor or (b) sixty (60) days after the substantial completion of the project.

Item 1Z - Page 39
FEE PROPOSAL – June 8, 2023
PSP - Bag Claim Expansion Project
Palm Springs, California

Page 4 ends

PBS ENGINEERS, INC.

MEETINGS AND SITE VISITS

1. PBS will attend a maximum of one (1) construction meeting for the final punch walk upon substantial completion of construction. However, PBS believes in supporting the Client and project through completion. PBS will provide additional visits as reasonable to help support the construction process per the hourly rates outlined in the Schedule of Charges below.

2. Prepare the final Punch List.

3. Observation or review services performed by the Engineer pursuant to this contract, whether of material or work and whether performed prior to, during, or after construction, are performed solely to determine general conformity of the work performed by Others with the contract plans and specifications.

SUBMITTALS

1. The Engineer will review and take appropriate action on Samples, Product Data, Shop Drawings, and other submittals that the Construction Documents require the Contractor to submit pertaining to this phase of the project to determine whether those items and the Contractor’s proposed methods of fabrication are generally consistent with the Engineer’s Construction Documents. All submittals will be reviewed within five (5) business days.

2. Provide services related to evaluating Contractor proposed substitutions or alternates (single instance only).

SUBSTANTIAL COMPLETION, FINAL COMPLETION, AND PROJECT CLOSE-OUT

1. The Engineer will review and approve or take other appropriate action on the Contractor’s final punch list and will forward the list to the Building Owner/Client for final disposition.

2. The Engineer will assist the Building Owner/Client in receiving and forwarding the written warranties and related documents required of and assembled by the Contractor with respect to this phase of the project.

3. Preparation of as-built drawings of building installations based on contractor markups.

ENGINEER’S REVIT/CAD DELIVERABLES

1. The Engineer will deliver its design and construction drawings electronically, using the same REVIT software as used by the Architect on the project.

QUALITY ASSURANCE/QUALITY CONTROL (QA/QC)

1. PBS will employ its internal QA/QC protocols, which include using Bluebeam and Bluebeam studio to actively track the progress of the ongoing QA/QC of the project. PBS will invite any Design Team or Owner member who would like to be involved in or monitor this QA/QC protocol.

2. PBS will follow any project-specific QA/QC protocols established by the Architect or the Owner.

FEE ARRANGEMENT

1. For Basic Mechanical, Electrical, Plumbing, and Fire Protection (Performance Specification Only) Engineering Services, the compensation shall be a lump sum of $240,275.00 (Two Hundred Forty Thousand Two Hundred Seventy-Five Dollars) per the attached fee matrix.

2. For Additional Services, the compensation shall be negotiated with the Client prior to proceeding with the Work.

3. For reimbursable expenses, see the attached Schedule of Charges.

4. This fee proposal is valid for a period of ninety (90) days from the date of this proposal. It will be adjusted if the total project square footage or construction cost increases.

The below-listed Schedule of Charges, Terms and Conditions, and attached fee matrix are part of this Agreement.

Item 1Z - Page 40
FEE PROPOSAL – June 8, 2023
PSP - Bag Claim Expansion Project
Palm Springs, California

Page 5 ends

PBS ENGINEERS, INC.

ASSUMPTIONS | EXCLUSIONS

1. The proposal is based on the basic project elements described in the RFP. Any modifications to the scope of work may require this proposal to be modified.

2. IT, A/V, Security, Fire Alarm, and Lighting Design are by Others.

3. An Acoustical Consultant will provide acoustical recommendations.

4. Existing record drawings will be made available prior to the beginning of work.

5. Site investigation is limited to non-destructive verification of existing Mechanical, Electrical, Plumbing, and Fire Protection (Performance Specification Only) conditions. Temporary furniture, equipment, and casework relocation to verify site conditions are not included in this scope of work or fee.

6. Structural Engineering related service is excluded.

7. Review of substitution requests by the Contractor is excluded, except during Bid Phase.

8. Owner-initiated change orders during construction are excluded.

9. Reviewing Contractor claims not resulting from Engineer’s work is excluded.

10. It is assumed that the building’s main Central HVAC system is adequate to serve this project.

Replacement/Upgrade of main Air Handling units and Central plants such as Boiler, Chiller, Pumps, Cooling Tower, and main heating hot water and Chilled water lines, etc., are excluded. Any upgrade of the main central HVAC systems mentioned above requested from the owner shall be charged with an Additional Service.

11. It is assumed that the building's existing Building Management System is established to connect new zone HVAC systems. Designing a new building management system is excluded from this proposal.

12. It is assumed that the existing electrical service is adequate to serve the renovation of the building. An upgrade of the current electrical service is excluded and will be charged as an additional service if required.

13. Multiple bid packages are not included in the scope of work and fee.

14. Energy modeling is excluded from the scope of work.

15. Code upgrade of an existing facility is separate from the scope of work or fee.

16. Plan Check fees are not included in this fee and will be submitted for reimbursement.

Please review this information and let us know if you have any questions. Thank you very much for the opportunity to provide this fee proposal for your consideration.

Offered by: Accepted by:
06/08/2023
Signature Date Signature Date
Prital Patel, PMP, RCDD, LEED AP Neil McLean, AIA
Vice President | Design Director Senior Associate
PBS Engineers, Inc. Gensler
Attachment:

Fee Matrix
Item 1Z - Page 41

PROPOSAL AND AGREEMENT FOR PROFESSIONAL SERVICES
Project: PSP Baggage Claim Expansion
Client: Gensler
Client Contact: Neil McLean
Proposal Date: June 8, 2023
Proposal Number: 23-1629
Walter P. Moore and Associates, Inc. (Walter P Moore) shall provide services to Client for the Project as defined below and in accordance with the attachments listed below:

Project Description: It is our understanding that the project consists expansion of the baggage claim facility at the Palm Springs Airport (PSP). The current baggage facility is congested at peak times and passengers waiting to claim luggage interfere with the queues for the rental car counter. The renovation will expand the space, reconfigure/replace the claim devices and relocate the rental car counters. It is planned to expand the building by 5,000 to 8,000 sf to the north and/or east sides. The expansion towards the curb is unlikely due to the front façade of the building being designated as historic.

The following has been assumed for this proposal:
 The existing structural drawings are available for the building. Material testing and creating as built drawings is not required.
 The new expansion will be seismically isolated and not impact the existing airport facility buildings.  The proposed modifications will not require a seismic assessment of the entire airport building.

Our proposal is based on the project as described. If our understanding of the project scope is inaccurate or the project scope materially changes, we understand that our compensation will be equitably adjusted.

Scope of Services: As defined in the attached Schedule SS1 and this Agreement.

Compensation: Walter P Moore proposes to provide the defined Scope of Services on a Lump Sum Fee basis as follows:

Compensation shall be equitably adjusted for changes in the scope of the project as described in the Project Description or changes in the scope of service as described in the Scope of Service.

Concept Design $ 11,260
Schematic Design Phase $ 17,340
Design Development Phase $ 23,690
Construction Documents $ 66,240
Plan Check Review $ 4,110
Bidding $ 2,340
Construction CA Phase $ 31,660
Close Out $ 1,730
Total $ 158,370
Item 1Z - Page 42

PROPOSAL AND AGREEMENT FOR PROFESSIONAL SERVICES
PSP Baggage Claim Expansion

Page 2 of 3 ends

Miscellaneous out-of-pocket project related expenses including, without limitation; printing, postage, courier costs, lodging, travel expenses, etc., shall be invoiced and paid at the incurred cost. Mileage shall be charged at IRS Standard Business Mileage Rate in effect at the time of travel. Sales tax, if applicable, will be paid by the Client.

Additional Services
Walter P Moore proposes to provide Additional Services not included in the Scope of Services as requested and approved by the Client in writing. Additional Services shall be provided without invalidating this Agreement.

Additional Services shall be compensated at a mutually agreed upon fee.

Client’s Responsibilities
The Client shall provide overall management and coordination of the Project. Walter P Moore agrees to participate in the coordination effort, to be led by the Client, in order that our Portion of the Project is coordinated with the designs and deliverables of the other members of the Project team.

The Client shall provide to Walter P Moore in a timely manner full information of which the Client is aware regarding any special conditions, design criteria, reports, or special services needed, and to make available any existing data or drawings concerning the Project and Project Site. Walter P Moore shall be entitled to rely upon the accuracy and completeness of any such information provided.

Project Schedule
The project schedule provided is as shown below. Walter P Moore’s fee for the defined Scope of Services is based, in part, upon the Project being executed in a timely manner without significant delays or interruptions.

In order for Walter P Moore to proceed with its services toward the accomplishment of the Project Schedule, the following information shall be provided by the Client in a timely manner:
 An executed copy of the Agreement for Professional Services  A site-specific geotechnical investigation and report  Existing building drawings
Item 1Z - Page 43
Schedule SS1

SCOPE OF STRUCTURAL ENGINEERING SERVICES
New Construction
I. General Services
A. Walter P Moore shall be the Structural Engineer of Record for the parts of the Project as described in the Agreement Letter.

B. The Basic Services to be performed by Walter P Moore includes consultation, structural analysis and design, documentation, specifications, and construction administration services for the Structural Elements of the Project indicated in Table B:

Scope of Work.

C. Walter P Moore shall incorporate provisions for the design of Pre-Engineered Structural Elements, as applicable to the project. This may include the type of element, position within the structure, connections to the Primary Structural System, the loading and deflection criteria, specifications, and required shop drawing and calculation submittals.

D. Unless specified in Table B: Scope of Work to be designed by Walter P Moore, Walter P Moore shall only review the effects of Secondary and Non-Structural Elements on the Primary Structural System and design the Primary Structural System to accept and support such items. The Contract Documents shall provide information regarding the supporting capability and physical attachment limitations of the Primary Structural System.

E. For each phase of the Work, Walter P Moore will work with the Prime Design Professional to ascertain the requirements for that phase of the Work, will participate in necessary meetings, will be available for general consultation, will prepare necessary documentation, and will make appropriate recommendations.

F. Walter P Moore's scope of Services assumes that the Prime Design Professional will direct and coordinate the activities of the Walter P Moore and other consultants on the design team and perform project administration and management duties such as preparation of conference records, processing shop drawings, preparation of specifications and other items consistent with that role. It is assumed that, as needed for the Project, the Prime Design Professional will prepare and assemble all General and Supplementary General Conditions, Bid Forms and other Division 1 specification items, and technical specifications for all architectural components and systems.

G. Walter P Moore will recommend to the Prime Design Professional the appropriate investigations, reports, surveys, tests, and services of other Consultants that should be retained for proper execution of Services. Walter P Moore will assist in the development of appropriate scopes of work for such services. Services that may be required include, but are not limited to: Geotechnical Investigations, Surveys, Material Tests, Wind Tunnel Studies, and Site Specific Seismic Studies.

Item 1Z - Page 44
Schedule SS1
SCOPE OF STRUCTURAL ENGINEERING SERVICES – New Construction

Page 2 of 8 ends

H. Walter P Moore’s Scope of Services is limited to those items specifically described herein. If requested and authorized by the Client, other Additional Services may be provided for an additional fee.

II. Scope of Services
A. Following written authorization from the Client to proceed with each subsequent phase of the Work, Walter P Moore shall provide the services for each phase as described in Table A: Scope of Service.

Table A: SCOPE OF SERVICE
PHASE
Included
Not Included
NOTES
Conceptual Design Phase Services
1 Structural condition assessment and report X
2 Preliminary structural code analysis X
3 Recommend appropriate investigations, reports,
surveys, tests and services of other consultants. X
4 Pre-schematic design support. X
Schematic Design Phase Services
1 Establish Structural Design Criteria X
2 Identify special code and Approval Agency issues X
3 Develop and evaluate alternative structural
systems as appropriate X
4 Prepare Outline Structural Specification Sections X
5 Recommend appropriate investigations, reports,
surveys, tests and services of other consultants X
6 Building Information Model X
7 Develop an opinion of the probable Cost of
Construction X
8 Review estimate of the Cost of Construction
prepared by others X
9 Attend meetings X
10 Deliverables – Submit structural framing plans and
narrative for ONE selected scheme. X
Design Development Phase Services
1 Prepare Preliminary Framing Drawings X
2 Prepare Preliminary Foundation Drawings X
3 Prepare Typical Detail Sheets X
4 Identify Pre-Engineered Structural Systems X
5 Review Results of Special Studies X
6 Coordinate Structural Design with Special Design
Criteria X
7 Prepare Preliminary Structural Specification
Sections X
Item 1Z - Page 45
Schedule SS1
SCOPE OF STRUCTURAL ENGINEERING SERVICES – New Construction

Page 3 of 8 ends

Table A: SCOPE OF SERVICE
PHASE
Included
Not Included
NOTES
8 Building Information Model X AIA E202 Level 200
9 Develop an opinion of the probable Cost of
Construction X
10 Review estimate of the probable Cost of
Construction prepared by others X
11 Review interpretation and application of special
building code and approval issues X
12 Attend meetings X
13 Deliverables – Submit Design Development
documents for approval X
Construction Documents Phase Services
1 Issue for construction Structural Drawings X
2 Submit Structural Calculations X
3 Complete structural criteria for performance
specification of Pre-Engineered Structural
Elements
X
4 Review effect of Secondary or Non-Structural
elements attached to the Primary Structure X
5 Perform coordination of the structural drawings
with architectural, civil, and MEP drawings X
6 Assist in Establishing Testing and Inspection
Requirements X
7 Issue for construction Structural Specifications X
8 Building Information Model X AIA E202, Level 300
9 Develop an opinion of the Cost of Construction X
10 Review estimate of the Cost of Construction
prepared by others X
11 Prepare ONE construction document package for
submission for Building Permit
12 Respond to Peer or Constructability Review
Comments X
13 Respond to Building Department comments X
Plan Check and Bidding Services Phases
1 Assist Client and Owner in Obtaining and
Evaluating Bids or Negotiating Proposals X
2 Respond to Requests for Additional Information,
Clarifications, and Interpretations of the
Structural Documentation
X
3 Attend Pre-Bid Conference (If Required) X
4 Respond to building department review
comments
X
Construction Phase Services
1 Pre-Construction Services
a. Attend Meetings X 2 Included
Item 1Z - Page 46
Schedule SS1
SCOPE OF STRUCTURAL ENGINEERING SERVICES – New Construction

Page 4 of 8 ends

Table A: SCOPE OF SERVICE
PHASE
Included
Not Included
NOTES
b. Assist in Establishing Communications
Procedures X
c. Assist in Establishing Procedures for Testing and
Inspections X
d. Assist in Confirming Submittal Procedures X
e. Assist in Selection of Testing Agency X
f. Respond to Building Department Review
Comments X
2 Submittals
a. Review Specified Submittals X
3 Construction Observations
a. Make Site Visits at Intervals Appropriate to the
Stage of Construction X 3 Included
b. Prepare Site Visit Reports X
4 Materials Testing & Inspections
a. Review Testing and Inspection Reports X
b. Initiate Appropriate Action to Testing and
Inspection Reports, if Required X
5 Structural Documentation
a. Respond to Requests for Information X
b. Assist in Reviewing Changes Orders Related to
Structural Work X
Additional Services
1 Early Foundation Package X
2 Early Structural Steel Package X
3 Mill Order Package X
4 GMP Package X
5 Material Testing of Existing Structures X
6 Special Inspection Services X
7 Continuous or Detailed Inspection of Construction X
8 Design for Future Expansion X
9 Design of Temporary Shoring and/or Bracing for
Excavations X
12 Preparation of Demolition Documents X
13 Services resulting from changes necessary
because of Construction Cost overrun which is
outside the control of the SEOR
X
14 Services resulting from revisions which are
inconsistent with approvals or instructions
previously given by Client
X
15 Services resulting from revisions due to
enactment or revisions to codes, laws, or
regulations
X
Item 1Z - Page 47
Schedule SS1
SCOPE OF STRUCTURAL ENGINEERING SERVICES – New Construction

Page 5 of 8 ends

Table A: SCOPE OF SERVICE
PHASE
Included
Not Included
NOTES
16 Services resulting from corrections or revisions
required because of errors or omissions in
construction
X
17 Services due to extended design or construction
time schedules X
18 Services for special foundation systems when the
discovery of unexpected soil conditions is made
after execution of this Agreement. Examples
include, but are not limited to: deep foundations,
mat foundations, structural grade slabs and
proprietary foundation systems.

X
18 Design and Detailing for Additive or Deductive
Alternates X
20 Services in the review and design of alternate or
substitute systems submitted by the Contractor X
21 Preparation of Record Structural Drawings and
BIM Model X
22 Additional Site Visits due to Contractor’s defective work. X
23 Services related to LEED Certification X
24 Secure Design studies including progressive
collapse X
25 Review related to Contractor’s construction
equipment loads and support X
26 Detailed Field Surveys and Measurement of AsBuilt Conditions X III. Scope of Work
A. The Scope of Work for Structural Elements are described in Table B: Scope of Work Table B: SCOPE OF WORK

ELEMENT
Full Design
Design Consultation
Performance Specified
Excluded Service
NOTES
Primary Structural Elements
1 Foundation Elements: Footings, Grade-Beams,
Walls, Pile Caps, Piers, Mats X
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Table B: SCOPE OF WORK

ELEMENT
Full Design
Design Consultation
Performance Specified
Excluded Service
NOTES
2 Special Foundations systems such as RammedAggregate Piers, Vibro-Compaction, Helical Piers, Etc
X
3 Temporary Earth Retention Systems X
4 Cast-in-Place Concrete Framing X
5 Concrete Masonry X
6 Structural Steel Framing X X
7 Open Web Steel Joists & Joist Girders X
8 Steel Floor & Roof Deck X
9 Cold-Formed Steel Framing X
Secondary Structural Elements
1 Mechanical Equipment Supports X
2 Elevator Guide Rail Supports and Beams X
3 Cold-Formed Exterior Wall Framing X
4 Retaining Walls Independent of the Primary
Structure X
5 Flagpole Foundations X
6 Lightpole Foundations X
7 Site Signage and Foundations X
8 Canopies and Awnings X
9 Trellis X
10 Exit Stairs X
Non-Structural Elements
1 Cladding X
Glass Curtain-Wall,
Metal Panel
2 Non-Bearing Interior Metal Stud Partitions X
3 Non-Load Bearing Interior Masonry Walls X
4 Non-Load Bearing Masonry Fence Walls X
5 Satellite Dish and Antenna Supports X
6 Exhaust Stack Supports & Ties X
7 Architectural Precast Elements X
8 Hand Rails X
9 Supporting Structure for Sculpture or other Art X
IV. Definitions
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A. Structural Engineer of Record (SER) is the Structural Engineer who is legally eligible to seal the Structural Documents for a Building Project. This seal acknowledges that he or she has performed or supervised the analysis, design, and document preparation for the building structure and has knowledge of the requirements for the load carrying structural system. The SER is responsible for the design of the Primary Structural System.

B. Specialty Engineer is a licensed professional engineer, not the SER, who is legally responsible for the design of but not limited to: Pre-Engineered Structural Elements, Cladding Systems, Structural Steel Connections, Earth Retention Systems, Stairs, ColdFormed Metal Framing and Rigging. The Specialty Engineer is usually retained by a supplier or subcontractor who is responsible for the design, fabrication and (sometimes) installation of engineered elements or by the General Contractor or Subcontractor(s) responsible for construction related services.

C. Special Inspection is inspection performed by a qualified person, approved by the building official, for the types of work requiring inspection per the governing codes and contract documents.

D. Client - The party, with which Walter P Moore has entered into the Agreement.

E. Prime Design Professional is the leader of the design team charged with the design of a facility, either an architect or an engineer. The Prime Design Professional is responsible for determining and interpreting the needs of the Owner and for coordinating the work of the other members of the design team.

F. Primary Structural System is the completed combination of elements which serve to support the building's self weight, the applicable live load which is based upon the occupancy and use of the spaces, and the environmental loads such as wind, seismic, and thermal. Curtain wall members, non-load bearing walls and exterior facade are examples of items which are not part of the Primary Structural System.

G. Secondary Structural Elements are elements that are structurally significant for the function they serve but do not contribute to the strength or stability of the Primary Structure. Examples may include but are not limited to: support beams above the primary roof structure which carry a chiller, stairs, elevator support rails and beams, retaining walls independent of the primary building, and flagpole or light pole foundations.

H. Non-Structural Elements are elements of a building that are not Primary or Secondary Structural Elements. Items in this category could include architectural elements, curtain walls and cladding, non-bearing partitions, stair railings, etc.

I. Pre-Engineered Structural Elements are structural elements which are specified by the SER to be designed by a Specialty Engineer. These elements are normally fabricated off-site, may require specialized equipment not usually available at the job site and are generally proprietary systems. The SER shall specify the design criteria, including the incorporation of the Pre-Engineered Structural Elements into the structure. Examples of Pre-Engineered Structural Elements may include but are not limited to:

1. Open web steel joists and joist girders.

2. Wood trusses
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Palm Springs City CouncilJune 29, 2023

Palm Springs City Council
June 29, 2023