Agenda Item. No, 15
CITY OF YUC:AIPA
AGENDA REPORT
TO: Honorable Mayor and City Council
FROM: Fermin Preciado, Director of Public Works/City Engineer Landon Kern, Assistant City Engineer W
Katrina Kunkel, Associate Engineer 4*
FOR: City Council Meeting of March 13, 2023
SUBJECT: Pavement Management Program Update
RECOMMENDATION:
That City Council:
1. Review and approve the FY2023/2024 Pavement Management Program Update; and
2. Approve the recommended pavement maintenance and rehabilitation projects for FY2023/2024.
DISCUSSION:
The Pavement Management Program (PMP) was initially prepared and approved by the City Council in 1998. It has since been updated on an annual basis and "recalibrated" through field testing and analysis every five years in 2003, 2008, 2013 and 2018. Infrastructure Management Services (1MS) completed the 2018 analysis and update, which included field measurements/testing and assessment of the City's overall street network. The results of the measurements, testing and recalibration were incorporated into the 2018 PMP Update reviewed and approved by City Council in May of 2018. The 2018 PMP Update included recommendations for streets to be rehabilitated over the next five-year cycle. The overall purpose of this report is to:
1. Update the City Council on projects that have been completed since the 2018 PMP Update; and
2. Provide the City Council the opportunity to review the pavement maintenance and rehabilitation projects being recommended for FY2023/2024 as a result of the 2018 "recalibration,' and analysis.
Over the years, the approved updates to the PMP have identified a slurry seal surface treatment application for many residential streets throughout the City, while a number of the arterial and 378
City Council Meeting of March 13, 2023
Pavement Management Program Update
collector streets have received a micro -surface application, or a more substantial asphalt rehabilitation process. Beginning with FY2018/2019, the slurry seal application is no longer being used since the cost of the more durable and heavier micro -surface application is comparable to the cost of the slurry seal application, The City's planned expenditures for the FY2022/2023 Capital Improvement Program (CIP)/PMP were in the amount of approximately $2,597,168 for street maintenance and rehabilitation projects completed (or to be completed) throughout the City. The City has also partnered with utility companies, such as the Yucaipa Valley 'Water District and Western Heights Water Company, to complete the rehabilitation of asphalt streets where the utility companies have had to trench streets to upgrade or install underground utilities. On these occasions, the utility companies have participated with the City to fund the rehabilitation of the entire street section where they completed their underground work, using funding that they would have otherwise used for the utility trench asphalt repairs. The rehabilitation of the entire street is more cost effective, provides a more durable surface and extends the life of the overall pavement.
Once City Council approves the list of streets to be rehabilitated and/or maintained within the City, the list of streets is shared with the utility companies and where appropriate, their utility work on City streets is coordinated with the City's PMP schedule. Their funding participation is memorialized in an inter -agency funding agreement between the City and the utility company as the opportunities arise throughout the fiscal year.
The field testing, measurements and analysis completed by IMS in 2018 to "recalibrate" the City's PMP utilized the Pavement Condition Index (PCI) to evaluate the condition of the asphalt streets.
The PCI value ranges from 0 to 100 (with 100 being a newly paved street) and takes into account roughness/surface distress (33% of PCI) and subsurface structural conditions (66% of PCI). The PCI goal for a street network consistent with the national standard is 60 or greater. According to the 2018 analysis completed by IMS, the average PCI for cities throughout the country with an acceptable asphalt street network condition ranges from 60 to 65. The testing, measuring and analysis completed by IMS for the City of Yucaipa in 2018 resulted in a citywide combined average PCI of 64. A combined average PCI of 64 is considered to be above average and on the higher end of the national average.
The three key criteria used to analyze the condition of a street network are the PCI, the percentage of the street network in the excellent category (percentage of streets with a PCI of 85 or greater) and the percentage of the street network in the poor category (percentage of streets with a PCI under 40) also referred to as "Backlog." The 2018 analysis provided the following results:
Street Network Pavement Condition Criteria
Industry
Standard
City of
Yucaipa
Criteria
Satisfied or Not Satisfied
PC1
60 - 65
64 Satisfied
% of Streets in Excellent Category
>15%
19.7%
Satisfied
% of Streets in the Poor Category Backlo
<12%
111.7%
1 Satisfied
As shown in the table above, the analysis indicated that the City of Yucaipa's analysis of the street network satisfied the three criteria. This indicates that previous years' PMP projects have been successful in extending the life of asphalt streets. However, it is important to note that the Backlog for the City of Yucaipa's street network is just below the industry standard (11.7% < 12%). 379
City Council Meeting of March 13, 2023
Pavement Management Program Update
As part of the 2018 analysis, IMS also provided the citywide average PCI for each street classification as follows:
• Arterial streets: PCI = 67, Backlog = 3%
• Collector streets: PCI � 66, Backlog = 12%
* Residential streets: PCI = 61, Backlog = 21 %
The higher Backlog for residential streets is the primary factor for the City of Yucaipa's overall street network Backlog being at or just below industry standards.
The 2018 analysis indicated that in order to maintain or improve the PCI; and more importantly, maintain the overall street network Backlog below industry standards, the focus over the next five years should be shifted to the maintenance/rehabilitation of residential streets.
As part of the FY2018/2019 PMP Update, Council approved the following thresholds for PCI and Backlog for each street classification beginning in FY2018/2019 thuru FY2022/2023:
Arterial streets: PCI target = 66, Backlog goal = 6%
Collector streets: PCI target = 65, Backlog goal = 12%
Residential streets: PCI target = 64, Backlog goal = 12% In order to achieve these thresholds, the level of PMP funding identified for residential streets was increased beginning in FY2018/2019 when compared to previous years. With the completion of the maintenance and rehabilitation of the streets identified for FY2022/2023, the citywide combined average PCI of64 will be maintained and the Backlog will decrease slightly from 11.7% to approximately 11.6%, yet still remaining below the industry standard of 12%.
The proposed FY2023/2024 PMP identifies the most cost-effective pavement maintenance processes to be used to maintain the City's asphalt street network and prioritizes the street segments to be maintained based on the street classification, average daily traffic (ADT) volume, adjacent land use zoning, planned underground utility projects and other factors. The total revenue proposed to be allocated in the CIP for the PMP for FY2023/2024 is in the amount of approximately $3,012,710 as detailed in Exhibit C. It should be noted that recommended maintenance and asphalt treatment types for the FY2023/2024 PMP include micro -surface; edge mill and overlay; and full width mill and overlay. On certain streets that are planned to be rehabilitated with an overlay, pavement reinforced fabric may be used to further reduce cracking and water damage to the structural section of the street. This reinforced fabric method can be more cost effective and extends the life of an asphalt street by 10 to 15 years. In addition, the 2018 analysis indicated that more extensive crack sealing and patching be completed on streets planned to be surface treated. Similar to previous years, the proposed FY2023/2024 PMP includes a more extensive crack sealing and patching program in preparation for the micro -surface treatments, This may include crack sealing or patching of residential, collector or arterial streets planned to be treated in future years. These treatments will further increase the PCI of streets that are surface treated and the overall combined PCI for the City's street network. 380
City Council Meeting of March 13, 2023
Pavement Management Program Update
For FY2023/2024, street segments identified for maintenance or rehabilitation over the last five- year cycle are being proposed. In addition, staff has cross-referenced reported citizen concerns regarding street conditions that were logged in the City's Public Works Maintenance Reporting Database Log (Public Works Log). In previous PMP cycles, staff has been able to add street segments that were not prioritized as part of the five-year cycle when lower than estimated construction costs have resulted in additional available f hiding. The additional segments were typically selected from a future year's prioritization list or included the extension of segments within the current year program. Staff has recognized a recent increase in citizen reported pavement related concerns, In order to be able to consider and incorporate community input, staff will continue to reference the Public Works Log should additional funding be available for the potential addition of street segments into the recommended pavement maintenance and rehabilitation projects for FY2023/2024 and future years.
Staff is currently under contract with IMS to complete a pavement analysis and prioritize street segments for the next five-year cycle starting in FY2024/2025. The approved FY2022/2023 budget includes the amount of $63,000 for this effort. Performing an overall recalibration of the City's asphalt street network conditions every five years, and completing updates ever year, allows the City to prioritize the streets to be treated/rehabilitated and to make the appropriate adjustments to the City's PMP on an annual basis, This also provides a scientific and objective process to identify the appropriate processes to obtain the maximum life expectancy and durability of asphalt streets throughout the City.
For FY2023/2024, staff is recommending that the amount of $2,321,790 be used for street rehabilitation and maintenance, the amount of $253,920 to be used for pavement patching, crack sealing, concrete repairs and striping/pavement marking Citywide and an annual budget in the amount of $30,000 to be utilized to repair or construct under street related storm drain improvements. In addition, staff' is recommending that a budget in the amount of $40,000 be set - aside for "Local Match" funding for street repair and infrastructure related federal or state grant funding opportunities. PMP funding has previously been allocated to various low water crossing replacement bridge projects such as the 13'h Street at Wilson Creek Project, the 6"' Place at Wildwood Creek Project, and other bridge projects. Proposed PMP funding allocations will be utilized for future bridge replacement projects including the Live Oak Carryon Road at Wildwood Creek Project ($50,000) and Pendleton at Oak Glen Creek Project ($100,000).
FISCAL IMPACT:
Following are the estimated sources of annual revenues assumed to support the PMP and associated encumbrances:
381
City Council Meeting of March 13, 2023
Pavement Management Program Update
FY 2023/2024 PMP Est. Beginning Balance
22/23 Funding Sources:
Solid Waste Franchise Fees (G.F)
Measure I Sales Tax
Gas Tax/Prop 42
SBI
Inter -Agency Agreements
General Fund Contribution
General Fund (1" $300,000 ofGF Balance)
General Fund (Curb, Gutter & Sidewalk)
Total Amount Available for Allocation:
FY23/24 Recommended PMP:
Projected Year -End Fund Balance:
$262,507
$366,800
900,000
130,000
1,000,000
40,000
200,000
300,000
10,000
$3,209,307
($3,01;,!10)
$ 196,597
The Projected Year -End Fund Balance identified above includes the estimated amount of$40,000 in funding from inter -agency agreements with utility companies for paving projects. This amount is consistent with the actual amounts identified in the inter -agency agreements approved by Council over the last several years.
Attachments; FY2023/2024 Pavement Management Program Update Approved by
382
CITY OF
PAVEMENT MANAGEMENT PROGRAM
UPDATE
FY 2023/2024
383
2023/2024 PAVEMENT MANAGEMENT PROGRAM
TABLE OF CONTENTS
Pavement Management Status Report
2. EXHIBIT A- Understanding the Pavement Condition Score EXHIBIT B- Rehabilitation Strategies and Unit Cost Rates
4. EXHIBIT C- FY2022/2023 through FY2027/2028 PMP Budget Summary Table EXHIBIT D- Street Completed FY2022/2023 PMP Map and Street List
5. EXHIBIT E- FY2023/2024 PMP Map and Street List
7. EXHIBIT F- FY PMP Map of Previous S Years
384
Pavement Management Status Report
March 2023
INTRODUCTION:
This report summarizes the status of the Yucaipa Street Network, as of May 2018, and is based on the data available from the Pavement Management Analysis (PMA) Report dated May 2018.
The Report includes the following sections:
1. Fiscal Year (FY) 2022/2023 Streets Completed
11, Fiscal Year 2023/2024 Arterial/Collector Program
III. Fiscal Year 2023/2024 Residential Program
IV. Annual Maintenance Program.
In 2018, Infrastructure Management Services (IMS) provided a field survey, measurement and analysis of the City°s street system. The analysis provided in the report was updated to reflect the streets that were maintained in the FY2017/2018 program.
Since this is an annual report, which relies on technical "language" a review of the technical terms used in this report might be helpful. The Pavement Management Analysis (PMA) system is based on ASTM protocols for measuring distresses. Some of the key measurements include:
Roughness Index (RI); Surface Distress Index (SDI); and Pavement Condition Index (PCI), The SDI is calculated from 12 attributes recorded every 100 feet along a specific street segment by a specially equipped van with trained operators and numerous automatic sensors. These attributes include various types of cracking, distortion, rutting, patching, and raveling. The value of each of the 12 attributes is placed on a scale from 1 to 10 with 10 being the best, While some of the values are measured electronically, most are recorded from the observation of a trained observer noting both the extent and severity of the condition, Not all distresses are weighted equally with certain distresses (load associated) such as rutting or alligator cracking causing much higher impact on the SDI than non -load associated ones such as raveling or patching. In summary, this index, describes, the surface condition of the pavement, The RI is derived from data recorded automatically utilizing formulas in Excel spreadsheets. It includes rough street surface, dips and other lateral and longitudinal variations affecting the ride comfort. While street rehabilitation improves the surface condition it is not always possible to remove other variations due to drainage facilities, and basic street contours. The new report utilizes the International Roughness Index (IRI) which is converted to 0-100 scare. A newer street would have an IRI above 80 and failed streets have an IRI below 50.
The PCI is calculated from the values of the SDI and IRI. The PMA system makes this calculation from the data obtained in a field measurement done every 4 to 5 years, most recently completed in FY2017/2018. Between these evaluations, there is a provision in the PMA system to override the calculated value for the street segments that have been subject to maintenance or more extensive rehabilitation projects. The PCI is calculated as follows: PCI = 33% Roughness 385
+ 67% Surface Distress. Information from the 2018 PMA Report is included as Exhibit A to this report which provides a general idea of what different levels of the PCI mean.
Exhibit B provides the types of street rehabilitation and maintenance efforts and associated unit cost ($ISF) that the program utilizes based on the functional classification and the recommended minimum and maximum PCI and Load Factor (takes into consideration the amount of distress based upon load distresses) and the breakpoint PCI which is the value where if a street is not treated in that given year, it will slip past the minimum PCI and require a heavier type of rehabilitation.
I. Work Accomplished/Scheduled (2022/2023)
The work accomplished or scheduled in FY2022/2023 is depicted in Exhibit D, "Streets Completed FY2022/2023 PMP Program Map"
The City invested (or will invest) approximately $2,597,168 on pavement maintenance/rehabilitation (street rehabilitations and surface treatments) of City streets in FY2022/2023. These streets were included in the updated analysis of the 2018 PMA Report which indicated that the City's combined PCI is 64.
When the updated analysis is completed each year, it automatically degrades the PCI ranking of the streets by two PCI points to account for aging. The maintenance of the streets selected in the program brings PCI ranking to the value listed based on the type of treatment used. This PCI Reset Value ranking is listed in the 2018 PMA Report. Full rehabilitation resets the PCI value to 100 and surface treatment resets the PCI value to 88 unless the street being treated is higher than 88 and then it increases the PCI by 2 points.
II. 2023/2024 Collector and Arterial Program
The available funding for the FY2023/2024 PMP Budget is in the amount of approximately $3,012,710. Based on the available funding, the condition of the streets outlined in the updated PMA analysis, staff s recommendation is to utilize approximately $1,120,053 on collector and arterial streets in FY2023/2024. Exhibit E provides a map identifying the street segments proposed to be maintained/rehabilitated in FY2023/2024. For tracking purposes, and to show the extent of the PMP work completed over the last five (5) years, Exhibit F includes a map of the PMP work completed from FY2018/2019 to FY2022/2023.
Exhibit C includes the FY2023/2024-2027/2028 PMP Budget Summary Table, which summarizes the proposed PMP program expenses and revenues including estimated costs for each category of work, for FY2022/2023 through FY2027/2028 to provide historical and future data.
III. 2023/2024 Residential Street Program
More than half of the City's streets are classified as locallresidential streets. To maintain an acceptable PCI rating, it is important that a significant investment in residential streets continue to be made over time. However, other factors such as higher traffic volumes do require that more funding be allocated for arterial and collector streets instead of residential streets. According to 386
the 2018 Analysis, approximately $1.2 million to $1.4 million should be invested annually on rehabilitating and surface treatment of City's streets, not including general maintenance activities like crack sealing, sweeping, striping, patching, concrete program, etc. Staff is recommending an allocation in the amount of$1,345,657 to be used for residential streets in FY2023/2024.
Exhibit C, FY 2023/2024 — 2027/2028 PMP Budget Summary Table, lists the estimated cost for each type of treatment recommended for FY202312024.
Consistent with the 2018 PMA Report, staff is recommending that the slurry seal program be eliminated from the program and that the surface treatment program consist of micro -surfacing of streets only.
IV. Annual Maintenance Program
The Annual Maintenance Program includes crack sealing, asphalt patching and applying a micro -surfacing on numerous street sections throughout the community. Based on the programs completed over the last six years, the slurry seal and microsurface applications have been beneficial as applied to the City's maintenance program.
Exhibit D shows a map of the streets previously treated in various methods in FY2022/2023.
The FY2023/2024 PMP includes several yearly sub -programs which have been allocated funding in previous years to support the life cycle of asphalt streets. These subprograms include an annual Pavement Striping Program which is used to replace deteriorated pavement markings/striping and also used to add bicycle lanes where appropriate throughout the City to promote multi -modal transportation. An Linder Street Drain Pipe Repair Program is also included to replace street drains that no longer provide adequate drainage on asphalt streets and cause pavement to deteriorate and fail. The FY2023/2024 PMP also includes various itemized costs to support the overall PMP effort such as the costs to preserve survey monuments in City streets when PMP related work is completed and costs to re -test City streets and he able to update the PMP annually.
Similar to FY2022/2023, staff is recommending that the amount of $50,000 be utilized in FY2023/2-024 to improve alleys in the Uptown area. By including this amount in FY2023/2024 and in subsequent years, many of the alleys in the Uptown areas can be improved in the near future. CDBG funding had been utilized in previous years to improve alleys with concrete pavement in, the Uptown area.
Staff is recommending the PMP budget also include an allocation of $80,000 for the FY2023/2024 Concrete Replacement Program which includes replacement of curb, gutter and sidewalk at various locations throughout the City. This funding will also allow the City to continue making progress toward meeting ADA requirements identified in the City's ADA Accessibility Evaluation and Transition Plan adopted by City Council in 2015. Typically, this sub -program focuses on improving deteriorating curb, gutter and sidewalks and has been used to add new curb and gutter to alleviate drainage issues that decrease the life of paved streets. 387
In previous years, the PMP has also included $14,000 in indirect costs to budget for administration costs for the PMP. These costs have historically been charged to the PMP and have not been listed individually until recent years.
Staff is recommending that the FY2023/2024 budget, as outlined in Exhibit C, which shows the recommended expenditures for each type of maintenance activity, be approved for FY2023l2024.
388
City of Yucaipa
Engineering Division
Account Activity Log
Case # Parcel Map 20675
Project Name Street and Grading Plan Check
Person Paying Fees: H.W. Coffer Rep: Sitetech En
37170 Wildwood View Dr.
Yucaipa, CA 92399
Phone # 909-864-3180
Date Submitted: March 7, 2023
Project # 52685
Week Ending
Hours
Rate
Total
Balance
3 000.00
389
EXHIBIT A
UNDERSTANDING THE
PAVEMENT CONDITION SCORE
FIGURE S
390
1.5 UNDERSTANDING THE PAVEMENT CONDITION INDEX SCORE
The following illustration (Figure 8) compares the Pavement Condition Index (PCI) to commonly used descriptive terms. The divisions between the terms are not fixed, but are meant to reflect common perceptions of condition.
1as
City of Yucaipa, CA Excellent- Rotilineandprtvenlalrve malnlenance.sonie 90 PAVOM ntConditionDefinitionsUsingCommon riackand lolntseahng,locauiedrepalrs 80 Verr Good -Surface trealments(slum.micro surface. chlo seals). PCC localizedrernwe and replace. cracx seal one jointsealing
& 70
„,,,,,.,.,..................................... ............................................................... .,...,.,........,,,,,.,,,,........ .,.,.,..,.,.,...... .. ..............,....,, a
Gantl Etulacetreatrnentsvvilhlocaledrepalriottrin
i
ru
overlays, PCC sllpni panel replacement
C
—
�
p
.............................................................................................................................................................................................. ...
•gi, `tip]
'
Fair -Thin to moderaleoverla.swnhsornerarnoueand
replace. PCC moderate panel replacement
...........................................
............................................... ............................. I................. ��
Marpmal - Procresst,,elylhicker overlays with remove and replace, PCC exlenshre panel replacement
a
E
� ...................................................................................................:
Poor • Thlcr. overlays to partial reconst<uptton lsuriace remover. } 1{)
compacton, ovoday). PCC exten!sNo panel replacemert and a
grinding
20 Very Poor • Full reconstruction and pare slaolizallon 10 0 5 10 15 2.0 25 30 is
Time (Years)
40 45 50
Figure 8 — Understanding the Pavement Condition Index (PCI) Score The general idea of what these condition levels mean with respect to remaining life and typical rehabilitation actions is included in the following table:
Relative
PCI Range Description Remaining Lifo Puflnition
85 — 100 Excellent
70 -- 85
60 - '70
40 — 80
0-40
Very Good
Good
15 to 25 Years
12 to 20 Years
10 to 15 Years
Fair to Marginal 7 to 12 Years
Very Poor 0 to 5 Years
Like new condition — little to no maintenance required when new; routine maintenance such as Crack and joint sealing, Routine maintenance such as patching and crack sealing with surface treatments such as seal coats or slurries -
Heavier surface treatments and thin overlays- Localized panel replacements.
Heavy surface -based inlays or overlays with localized repairs.
Moderate to extensive panel replacements.
High percentage of full reconstruction.
I;tfi hrfKuxrrrrr rrrry ,tlnurr�r nrvrrf .4rrtvice.� Yncuipa Ittpun Iteti• I P.lgc 1 1 391
EXHIBIT B
REHABILITATION STRATEGIES
AND UNIT COST RATES
392
Table of Surface Treatment Options with Guidelines for Applications 2023/2024
Est. Cos
Rehab Options
Rehab Descriptions
Where Used
Street Conditions
PerISF
Surface Treatment
Micro -Surface
Clean, Striping. Apply approximately 1/2"
Arterials, Collectors &
Streets where the extent &
$0.42
Micro -Surface paving material. Pavement
Residential Streets.
magnitude of cracks are moderate
Patching (Patch) and Crack Filling (CF) to
to high. Moderate sub -grade
be performed under a separate contract.
failures. May have been previously
slurried. Cost of an OIL cannot be
justified.
Abreviation Summary:
Clean Remove loose dirt, debris and vegetation growth.
FC Functional Classification- Arterial (Primary Highways apply weed control (usually in cracks)
& Secondary Higheways), Collectors & Residentials.
Repair Remove and Replace areas where pavement or
OIL Asphaltic Concrete overlay (Thickness as shown in
sub -grade has failed.
chart above).
CF Crack filling of the street surface.
393
Table of Overlay and Re -Construction Options with Guidelines for Applications 202312024
_7Per/SF
St. Cost
Rehab Options
Rehab Descriptions
Where Used
Street Conditions
OVERLAY OPTIONS
EM & Overlay 1 1I2"
Clean, Repair, CF, Apply Weed Control
Arterials & Collectors- Special
Extent & Magnitude of cracks is
$1.94
Edge mill (6' Wide), Install Petromat & OIL
Cases Residential
moderate to high.
1 112"
EM, Petromat &
Clean, Repair, CF, Apply Weed Control
Arterials & Collectors- Special
Extent & Magnitude of cracks is
$2.05
Overlay 1 1I2"
Edge mill (6' Wide), Install Petromat & OIL
Cases Residential
moderate to high. Moderate sub-
1 1I2"
grade failures
RECONSTRUCTION
OPTIONS
Pulverize & Overlay 3
Pulverize existing pavement (usually
Arterials, Collectors &
Significant failed areas of sub-
$2.60
1I2"
when less than 3 112" ) to a maximum
Residential.
grade or pavement (30% or more)
depth of 8"-9" if there is an adequate
making OIL not an cost effective
base to mix. Do not pulverize into the
approach. (Cost of material
existing dirt sub -grade. Grade and
removals and to maintain grades is
compact (no removal of excess material
an important factor.)
regrade cross slo-pe to accomodate for
additional pulverized material, OIL 3 112".
Abreviation Summary:
Clean- Remove loose dirt, debris and vegetation growth FC- Functional Classification- Arterial (Primary Highways (usually in cracks) & Secondary Higheways), Collectors & Residentiais Repair- Remove and Replace areas where pavement or OIL- Asphaltic Concrete Overlay (Thickness as shown in sub -grade has failed. chart above.
CF- Crack filling of the street surface. FM- Full Mill- Milling of the street for the full width EM- Edge Mill- Usually 6' wide along the edge of an Petromat- Thin layer of fabric used between new and existing existing curb & gutter or berm pavement to prevent crack reflecting 394
EXHIBIT
FY2022/2023 THROUGH
FY2027/2028 PMP BUDGET
SUMMARY TABLE
395
EXHIBIT C - FY 2022/2023 - FY 2027/2028 PMP BUDGET SUMMARY TABLE Maintenance Item Description
FY 22/23
FY 23/24
FY 24/25
FY 25126
FY 26/27
FY 27/28
Residential/Local Streets
Rehabilitate (Overlay)
$1,143,434
$1,177,737
$1,201,292
$1,225,318
$1,249,824
$1,324,813.38
Surface Treatement (Microsurface)
$152,694
$90,000
$90,000
$110,000
$50,000
$115,000
Patching (subgrade failed areas)
$50,400
$52,920
$55,566
$58,344
$61,262
$66,162
Crack Seal
$25,000
$25,000
$25,000
$25,000
$25,000
$25,000
Residential/Local Street Program Total:
$1,371,528
$1,345,657
$1,371,858
$1,418,662
$1,386,085
$1,530,976
Arterial/Collector Streets
Rehabilitate (Overlay)
$974,809
$1,004,053
$1,024,134
$1,044,617
$1,065,509
$1,097,474.64
Surface Treatement (Microsurface)
$144,831
$50,000
$50,000
$70,000
$30,000
$50,000
Patching (subgrade failed areas)
$42,000
$42,000
$42,000
$42,000
$42,000
$42,000
Crack Seal
$24,000
$24,000
$24,000
$24,000
$24,000
$24,000
Arterial/Collector Street Program Total:
$1,185,640
$1,120,053
$1,140,134
$1,180,617
$1,161,509
$1,213,475
Interagency Paving Agreements (Utility Companies)
$40,000
$40,000
$40,000
$40,000
$40,000
$40,000
Rehabilitation and Surface Treatment Total
$2,415,768
$2,321,790
$2,365,426
$2,449,935
$2,395,333
$2,587,288
Street Maintenance Total ($1.4M/yr to maintain PCI at 64 or higher) 2,597,168
2,505,710
2,551,992
2,639,279
2,587,595
2,784,450
Citywide Striping/Pavement Markings
50,000
30,000
30,000
30,000
30,000
30,000
AC Berm Curb Program
50,000
0 40,000
0 60,000
0 Concrete Program
80,000
80,000
90,000
90,000
90,000
95,000
Avenue A Sidewalk- Adams Street to 1st Street
Avenue E SRTS - 13th Street to Dunlap Channel
Wildwood Creek at Live Oak Canyon LWC (Local Match for HBP Grant) Fremont Street at Wilson Creek LWC (Local Match for HBP Grant) Pendleton at Oak Glen Creek LWC (Local Match for HBP Grant) 150,000
100,000
Live Oak Cyn Road at Wildwood Creek LWC (Local Match for HBP Grant) 50,000
50,000
50,000
0 100,000
75,000
Alley Improvement Program (Uptown)
50,000
50,000
50,000
50,000
50,000
50,000
Adams Street Sidewalk- Avenue A to Yucaipa Blvd
25,000
Neighborhood Traffic Calming Program
40,000
30,000
30,000
30,000
30,000
30,000
Preserve Survey Monumentation
30,000
30,000
30,000
30,000
30,000
30,000
Under Street Drain Pipe Repair/Replacement
50,000
30,000
30,000
30,000
30,000
30,000
Indirect Costs Allocation
14,000
14,000
14,000
14,000
14,000
14,000
Retesting of All Streets (Previous Test in 17/18)
63,000
3,000
3,000
3,000
3,000
3,000
Local Match for Grants (Match for Federal/State Grants) 50,000
40,000
40,000
40,000
40,000
40,000
Engineering Speed & Traffic Survey
50,000
Funding Allocated to date for other PMP Eligible Projects Supplemental Program Total:
$702 000
$507 000
$407 000
$317 000
$477 000
$397 000
Total PMP Allocation:
3,299,168
3,012,710
2,958,992
2,956,279
3,064,595
3,181,450
Revenues & Transfers of Revenues From Other Funds
Annual Beginning Balance (Including Carryover Funding)
$264,875
$262,507
$196,597
$234,405
$274,926
$307,131
Inter -Agency Paving Agreements (YVWD)
40,000
40,000
40,000
40,000
40,000
40,000
Measure I - Sales Tax (1)
980,000
900,000
850,000
850,000
850,000
850,000
Gas Tax/Prop 42
200,000
130,000
130,000
130,000
130,000
130,000
SB1
1,200,000
1,000,000
1,100,000
1,100,000
1,200,000
1,200,000
General Fund
General Fund Contribution
200,000
200,000
200,000
200,000
200,000
200,000
General Fund (1st $300,000 of GF Fund Balance)
300,000
300,000
300,000
300,000
300,000
300,000
General Fund Solid Waste Franchise Fees
366,800
366,800
366,800
366,800
366,800
366,800
General Fund (Curb, Gutter & Sidewalk)
10,000
10,000
10,000
10,000
10,000
10,000
Total Transfers & Revenues:
$3,561,675
$3,209,307
$3,193,397
$3,231,205
$3 371,726
$3 403 931
Annual Recommended PMP Expenses:
($3,299,168)
($3,012,710)
($2,958,992)
($2 956,279)
($3 064 595)
($3 181 450)
Projected Year -End Fund Balance:
$262,507
$196,597
$234 405
$274 926
$307,131
$222.480
(1) Includes $1,600,000 One Time Transfer in FY2020/2021 396
EXHIBIT D
STREETS COMPLETED
FY2022/202 PMP MAP
AND STREET LIST
397
COMPLETED
2022/2023 STREET PAVEMENT
REHABILITATION PROJECT
_ FULL -WIDTH MILL/EDGEMILL AND
OVERLAY
MICROSURFACE
398
2022/2023 Pavement
Rehabilitation Program
d
�
W
N E
N
Q LL
ArteriallCollector Streets (FunCL 14)
Rehabilitation
AVENUE E
7TH ST
AVENUE E
EMIFWM + Mod Olay + Petromat
AVENUE E
AVENUE E
6TH ST
EMIFWM + Mod Olay + Petromat
AVENUE E
6TH ST
5TH ST
EMIFWM + Mod Olay + Petromat
12TH ST
AVENUE E
KELLY LN
EMIFWM + Mod Clay + Petromat + Strctrl Ptch
12TH ST
KELLY LN
KENTUCKY ST
EMIFWM + Mod Clay + Petromat + Strctrl Ptch
COUNTY LINE RD
BRYANT ST
DOUGLAS ST
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
COUNTY LINE RD
❑OUGLAS ST
FREMONT ST
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
COUNTY LINE RD
FREMONT ST
HILL VIEW LN
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
COUNTY LINE RD
HILL VIEW LN
HOLMES ST
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
CALIMESA BLVD
W ILDWOOD CANYON RD
AVENUE G
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
CALIMESA BLVD
AVENUE G
AVENUE H
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
CALIFORNIA ST
COMBERTON ST
CEDARWOOD LN
EMIFWM + Mod play + Petromat + Strctrl Ptch
CALIFORNIA ST
CEDARWOOD LN
KIMBERLY LN
EMIFWM + Mod play + Petromat + Strctrl Ptch
CALIFORNIA ST
KIMBERLY LN
CEDAR AVE
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
CALIFORNIA ST
CEDAR AVE
BEECH AVE
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
CALIFORNIA ST
BEECH AVE
ACACIA AVE
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
399
5TH ST
5TH ST
5TH ST
WILDWOOD CANYON RD
WILDWOOD CANYON RD
WILDWOOD CANYON RD
WILDWOOD CANYON RD
WILDWOOD CANYON RD
WILDWOOD CANYON R❑
OVERCREST DR
OVERCREST DR
OVERCREST DR
OVERCREST DR
2ND ST
2ND ST
2ND ST
2ND ST
2ND ST
6TH ST
6TH ST
6TH ST
6TH ST
6TH ST
6TH ST
Surface Treatment
AVENUE H
ROSEMONT OR
AVENUE J
3RD ST
JUNE LN
WILDWOOD CANYON R❑
2ND ST
PENNY LN
CALIFORNIA ST
TENNESSEELN
TARRYTON CT
LINWOOD TER
SIERRA LINDA ST
SHASTA ST NORTH
DATE AVE
❑EWEY AVE
SHASTA ST
GAIL AVE
AVENUE E
MARIPOSA ST
EUREKA AVE
NORTHVIEW DR
VIA BARCELONA RD
YUCAIPA CREEK RD
ROSEMONT DR
AVENUE J
COUNTY LINE RD
JUNE LN
WILDWOOD CANYON RD
2ND ST
PENNY LN
CALIFORNIA ST
BRYANT ST
111 a i�Cel01[6i1
LINWOOD TER
SIERRA LINDA ST
HAMPTON RD
SHASTA ST SOUTH
SHASTA ST
GAIL AVE
❑EWEY AVE
CEDAR AVE
MARIPOSA ST
EUREKA AVE
NORTHVIEW DR
VIA BARCELONA RD
YUCAIPA CREEK RD
PVMT CHAMGE
MicroSurfaee I ARAM
MicroSurface I ARAM
MicroSuiface 1 ARAM
MicmSurface 1 ARAM
MicmSurface 1 ARAM
MicroSurface I ARAM
MicroSurface 1 ARAM
MicroSurface 1 ARAM
MicroSurface 1 ARAM
MicroSurface 1 ARAM
MicroSurface I ARAM
MicroSurtace I ARAM
MicroSurface 1 ARAM
MicroSurface I ARAM
MicroSurface I ARAM
MicroSurface 1 ARAM
MicroSurface I ARAM
MicroSurface 1 ARAM
MicroSurface 1 ARAM
MicroSurface I ARAM
MicroSurface 1 ARAM
MicroSurface 1 ARAM
MicroSurface 1 ARAM
MicroSurface 1 ARAM
400
Local Streets (FunCL 5+)
ADDISON ST
ADDISON ST
HIGHLAND AVE
HIGHLAND AVE
HIGHLAND AVE
IRONWOOD DR
IRONWOOD DR
PALOMAR AVE
AVE C
AVE C
AVE C
AVE C
RAMONA ST
CEDAR AVE
CEDAR AVE
CEDAR AVE
CEDAR AVE
C�3�ra7�:�►�J�
Is121mF_1:w►►J::I
PANORAMA DR
AVE B
VILLAGE RD
NORTH END
CEDARWOOD LN
CASA BLANCA AVE
GOLDEN GATE DR
ACROPOLIS DR
OAK MESA DR NW
OAK MESA DR
SAN CARLOS ST
2ND ST
1 ST ST
CALIFORNIA ST
ADAMS ST
CARTER ST
3RD ST
VISTA WAY WEST
VISTA WAY
EL ENCANTO LN
2ND ST
1ST ST
PENDLETON AVE
WEST END
MESA GRANDE DR
Rehabilitation
CEDARWOOD LN
SOUTH END
GOLDEN GATE DR
ACROPOLIS DR
RODGERS Lief
OAK MESA DR SE
CITYLIMITS
SOUTH END
i&III&yr
Cel-l11 [IQ 1.1011E.INt
BRYANT ST
SLEEPY HOLLOW RD
VISTA WAY
VISTA WAY EAST
EL ENCANTO LN
2ND ST
1ST ST
CALIFORNIA ST
EAST EN ❑
2ND ST
COTTONWOOD TRL
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
401
VILLAGE RD
COTTONWOOD TRL
BUCKBOARD LN
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
VILLAGE R❑
BUCKBOARD LN
DOGWOOD TRL
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
VILLAGE RD
DOGWOOD TRL
SUMAC LOOP
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
VILLAGE RD
SUMAC LOOP
VILLAGE CT
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
VILLAGE R❑
SUMAC LOOP
SPRUCE CIR
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
VILLAGE R❑
VILLAGE CT
SUMAC LOOP
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
VILLAGE R❑
SUMAC LOOP
CHAPARRAL TRL
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
ALDER AVE
FIR AVE
PVMT CHANGE
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
BONITA OR
BRYANT ST
CUSTER ST
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
BONITA DR
CUSTER ST
DOUGLAS ST
EMIFWM + Mod Olay + Petromat + Strctrl Ptch
Acacia St
California Street
165 LF east
Teja Street
Douglas Street
53 LF east
Auburn Ave
Date St
20 LF south
Persimmon St
Dodd St
64 LF
Cornell St
Douglas Street
64 LF east
Surface Treatment
BIRCHWOOD ST
BRYANT ST
BIRCHWOOD ST
LENNOX ST
SANTA MARIA ST
SAN LUCAS DR
TEJA CT
DOUGLAS ST
CARTER ST
WEST END
CARTER ST
GREENBROOK PL
CARTER ST
OLD OAK RD
CARTER ST
WOODGLEN CT
LENNOX ST
MicroSurface 1 ARAM + Strctrl Ptch
EAST END
MicmSurface I ARAM + Strctri Ptch
DOUGLAS ST
MicroSurface 1 ARAM + Strctri Ptch
EAST END
MicroSurface 1 ARAM + Strctrt Ptch
GREENBROOK PL
MicroSurface 1 ARAM + Strctrl Ptch
OLD OAK R❑
MicroSurface I ARAM + Strctrl Ptch
WOODGLEN CT
MicroSurface 1 ARAM + Strctrl Ptch
BRYANT ST
MicroSurface 1 ARAM + Strctrl Ptch
402
SCHAFER RANCH RD
BRYANT ST
DRY CREEK RD
MicroSurface 1 ARAM + Strctrl Ptch
SCHAFER RANCH RD
DRY CREEK R❑
EAST END
MicroSurface 1 ARAM + Strctrl Ptch
WILDFLOWER LN
9TH ST
EAST END
MicroSurface 1 ARAM + Strctrl Ptch
WILDFLOWER LN
WEST END
9TH ST
MicroSurface 1 ARAM + Strctri Ptch
PINEWOOD LN
POPLAR DR
CHERRYWOOD DR
MicroSurface 1 ARAM + Strctrl Ptch
PINEWOOD LN
CHERRYWOOD DR
FIRWOOD CT
MicroSurface / ARAM + Strctrl Ptch
PINEWOOD LN
FIRWOOD CT
SOUTH END
MicroSurface I ARAM + Strctrl Ptch
JENNIFER LN
NORTH END
ELAINE WAY
MicroSurface 1 ARAM + Strctrl Ptch
SANTA ROSA DR
BRYANT ST
SAN LUCAS DR
MicroSurface 1 ARAM + Strctrl Ptch
SANTA ROSA DR
SAN LUCAS DR
DOUGLAS ST
MicmSurface 1 ARAM + Strctri Ptch
SAN LUCAS DR
SANTA ROSA DR
SAN PABLO DR
MicroSurface 1 ARAM + Strctrl Ptch
SAN PABLO DR
SAN LUCAS DR
EAST END
MicroSurface 1 ARAM + Strctrl Ptch
403
EXHIBIT E
FY2023/2024 PMP MAP AND
STREET LIST
404
Pat
C
0 LINE
2023/2024 STREET PAVEMENT
REHABILITATION PROJECT
FULL —WIDTH MILL/EDGEMILL AND
OVERLAY
MICROSURFACE
405
2023/2024 Pavement
Rehabilitation Program
E
4 ,
Microsurface
Arterial/Collector Streets
13TH ST
CHAPMAN HEIGHTS RD
YUCAIPA BLVD
Microsurface
13TH ST
YUCAIPA BLVD
AVENUE ❑
Microsurface
13TH ST
AVENUE D
RAINBOW LN
Microsurface
13TH ST
RAINBOW LN
AVENUE E
Microsurface
DOUGLAS ST
VINEYARD ST
MOUNTAIN VIEW ST
Microsurface
DOUGLAS ST
MOUNTAIN VIEW ST
BELLA VISTA DR
Microsurface
DOUGLAS ST
BELLA VISTA DR
SUNLIGHT DR
Microsurface
DOUGLAS ST
SUNLIGHT DR
LYN FALL ST
Microsurface
DOUGLAS ST
LYNFALL ST
WILDWOOD CANYON RD
Microsurface
DOUGLAS ST
AVENUE H
SANTA MARIA ST
Microsurface
DOUGLAS ST
SANTA MARIA ST
PENROSE LN
Microsurface
DOUGLAS ST
SANTA ROSA DR
BONITA DR
Microsurface
DOUGLAS ST
BONITA DR
COUNTY LINE R❑
Microsurface
Local Streets (FunCL 5+)
_
FIR AVE
SUNWOOD PL
SANDALWOOD WAY
Microsurface
From GIS log
FIR AVE
SANDALWOOD WAY
LARKSPUR WAY
Microsurface
From GIS log
FIR AVE
LARKSPUR WAY
APPLEWOOD LN
Microsurface
From GIS log
FIR AVE
APPLEWOOD LN
SUNRISE
Microsurface
From GISlog
RAVENCREST CT
SW END
GREENBROOK PL
Microsurface
From GIS
VIA BARCELONA RD
VIA LINDA CT
FAIRVIEW DR
Microsurface
VIA BARCELONA RD
FAIRVIEW DR
VIA BUENA DR
Microsurface
VIA BARCELONA RD
VIA MARIE CIR
SOUTH END
Microsurface
406
Rehabilitation
Arterial/Collector Streets
MSRC Portion of County Line Road
4th Street
Calimesa Blvd
Rehabilitation
5TH ST
WILDWOOD CANYON RD
AVENUE G
Rehabilitation
5TH ST
AVENUE G
AVENUE H
Rehabilitation
From GIS log
3RD ST
KELLY LN
BELLA VISTA DR
Rehabilitation
3RD ST
KNARR RD
WILDWOOD CANYON RD
Rehabilitation
3RD ST
CREEKWOOD CT
EUREKA AVE
Rehabilitation
3RD ST
CAPE COD LN
KNARR RD
Rehabilitation
3RD ST
PECAN AVE
AVENUE E
Rehabilitation
AVENUE E
FREMONT ST
GRANT ST
Rehabilitation
AVENUE E
YUCAIPA BLVD
DUNLAP BLVD
Rehabilitation
❑OUGLAS ST
PENROSE LN
SANTA ROSA DR
Rehabilitation
FREMONT ST
SHELLEY ST
AVENUE 1
Rehabilitation
FREMONT ST
AVENUE 1
COUNTRY CREEK DR
Rehabilitation
YUCAIPA BLVD
3RD ST
2ND ST
Rehabilitation
YUCAIPA BLVD
4TH ST
3RD ST
Rehabilitation
Local Streets (FunCL 5+)
16TH ST
RUTH LN
E AVE
Rehabilitation
ADAMS ST
IVY ST
HOLLY AVE
Rehabilitation
ADAMS ST
JUNIPER AVE
BRYANT ST
Rehabilitation
ALDER AVE
FIR AVE
NORTH END
Rehabilitation
AMBER LN
NORTH END
BELLA VISTA DR
Rehabilitation
AVENA WAY
PEACH TREE RD
SE END
Rehabilitation
AVOCADO ST
DOD❑ ST
EAST END
Rehabilitation
BONITA DR
BRYANT ST
CUSTER ST
Rehabilitation
BONITA DR
CUSTER ST
DOUGLAS ST
Rehabilitation
BONNIE CT
WEST END
COUNTRY LN
Rehabilitation
COMBERTON ST
OAKLAND AVE
ARCADIA ST
Rehabilitation
COMBERTON ST
ARCADIA ST
CALIFORNIA ST
Rehabilitation
COUNTRY CREEK DR
FREMONT ST
SUNCREEK DR
Rehabilitation
COUNTRY CREEK DR
SUNCREEK DR
COUNTRY CREEK CT
Rehabilitation
DAMASCUS ST
2ND ST WEST
2ND ST EAST
Rehabilitation
DAMASCUS ST
WESTEND
GRANT ST
Rehabilitation
EMERALD WAY
SAN LUCAS DR
EAST END
Rehabilitation
GOLDSTONE ST
WESTEND
CITYLIMITS
Rehabilitation
from GIS log
GOLDSTONE ST
CITYLIMITS
ONYX ST
Rehabilitation
from GIS log
GOLDSTONE ST
ONYX ST
DIAMOND ST
Rehabilitation
from GIS log
GREENBROOK PL
RAVENCREST CT
SOUTH END
Rehabilitation
From GIS log
407
LOMSARD LN
NE EN❑
CEDAR AVE
Rehabilitation
MEADOW ST
NORTH END
AVENUE J
Rehabilitation
MESA SOL DR
OAK MESA DR
CANYON HILLS DR
Rehabilitation
NIDO AVE
MARIPOSA ST
SOUTH END
Rehabilitation
OAK GROVE RD
WILDWOOD CANYON RD
LIMEKILN DR
Rehabilitation
OAK GROVE RD
LIMEKILN DR
OAK SPUR RD
Rehabilitation
OLD OAK RD
CARTER ST
SOUTH END
Rehabilitation
From GIS log
ONYX ST
JADE CT
DIAMOND ST
Rehabilitation
From GIS log
PAMELA CT
LEAH LN
MESA GRANDE DR
Rehabilitation
PANORAMA DR
FREMONT ST
EAST END
Rehabilitation
From GIS log
PANORAMA DR
❑ODD ST
FREMONT ST
Rehabilitation
From GIS log
PENROSE LN
LANTANA AVE
NE END
Rehabilitation
PENROSE LN
LA PAZ CT
LANTANA AVE
Rehabilitation
RAVENCREST CT
GREENBROOK PL
EAST END
Rehabilitation
From GIS log
RIDGECREST DR
WEST END
MARBETH RD
Rehabilitation
ROBIN CT
NORTH END
AVENUE H
Rehabilitation
From GIS log
SANTA MARIA ST
SAN LEANDRO AVE
BRYANT ST
Rehabilitation
SHASTA ST
AVALON AVE
2ND ST
Rehabilitation
SHASTA ST
WEST END
AVALON AVE
Rehabilitation
SHELLEY ST
LANTANA AVE
FREMONT ST
Rehabilitation
SIDANA RD
SIDANA RD
DAMASCUS ST
Rehabilitation
SIDANA R❑
NORTH EN❑
SIDANA RD
Rehabilitation
SIERRA CT
SIERRA LN
SOUTH END
Rehabilitation
SUNCREST CT
NORTH END
SANTA MARIA ST
Rehabilitation
WILDWOOD VIEW DR
OAK MOUNTAIN DR
OAK MESA DR
Rehabilitation
From GIS log
WILDWOOD VIEW DR
NW EN❑
OAK MOUNTAIN DR
Rehabilitation
408
EXHIBIT F
PMP MAP OF PREVIOUS 5 YEARS
409
CITY OF YUCAIPA
PAVEMENT MANAGEMENT PROGRAM
0 RTER ST ( i
' Pavement Construction Completed
77- within Five Previous PMP cycles.
i
a
2018/2019
z� 2019/2020
EN D 2020/2021
��) I 2021/2022
cma _ 2022/2023
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HEIGHTS O D '
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VENUE HW
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Updated 3/6/23