Lemon Grove City Council
April 4, 2023

 October 2019: Pick Axe submitted the first of its three Minor Use Permit (“MUP”) requests for an early separation findings for a MMD use at this location (“First MUP”).1  November 4, 2019: City approved First MUP with an expiration date of November 4, 2020.  November 4, 2020: First MUP expired and Pick Axe failed to submit a CUP application during this time.
 November 30, 2020: Pick Axe submitted a CUP application which was significantly incomplete.  December 23, 2020: City provided Pick Axe with a Notice of Incomplete letter stating that Pick Axe failed to provide the required materials needed for the City to review the application.2  In December 2020: Pick Axe submitted its second request for early separation findings (“Second MUP”).
 January 13, 2021: City approved the Second MUP with an expiration date of January 13, 2022.  November 16, 2021: Pick Axe submitted its third request for early separation findings (“Third MUP”). At this time, almost 11 months later, Pick Axe had ignored the City’s December 23, 2020 Notice of Incomplete letter. LGMC Section 17.28.020(J)(1) provides that a CUP application expires after a continuous 12-month period of inactivity.
 November 22, 2021: Six days short of the CUP application’s expiration date (i.e. November 30, 2021), Pick Axe gamed the City’s application expiration requirements by submitting an incomplete response to the City’s December 23, 2020 Notice of Incomplete letter solely to prevent the expiration of its CUP application.
 December 6, 2021: Pick Axe submitted additional, but still incomplete, CUP application materials to the City.
 December 21, 2021: City issued its second Notice of Incomplete to Pick Axe.3  March 21, 2022: Despite missing several application items, the City issued a Notice of Complete for the Pick Axe CUP application and a hearing was set for April 19, 2022.4 The City’s rationale was to allow Pick Axe to move forward so long as those items were provided to the City within the CUP’s 1-year term. The missing application items included a traffic analysis, parking study, and complete architectural plans, all of which were required from other cannabis CUP applicants PRIOR to their respective CUP hearing.

1 The City allows land use applicants subject to separation requirements to apply for an “early separation findings” via the City’s MUP process to determine whether the proposed use is compliant with the City’s separation requirements at the time of the MUP request. The approved MUP is valid for one year and prevents other applicants from obtaining a conflicting land use approval during that one-year period. The LGMC prevents dispensaries from being located within 1,000 feet of one another. (LGMC Section 17.32.090(B))
2 See Exhibit A – December 23, 2020 Notice of Incomplete. 3 See Exhibit B – December 21, 2021 Notice of Incomplete. 4 Our office filed a timely appeal of the Community Development Director’s decision to deem the Pick Axe Application complete. However, the City rejected the appeal on its belief that such a decision was “non-appealable.” City Council
City of Lemon Grove
April 4, 2023

 April 19, 2022: City Council approved CUP-200-001 at the April 19, 2022 City Council hearing. At that hearing, City Council received and accepted Community Development Director Bill Chopyk’s rationale that if the City approved the CUP application, CUP-200-001 would have a 1-year expiration date. Director Chopyk explained that the Applicant would have to perform and exercise CUP-200-001 by submitting BUILDING PERMIT PLANS within a year.  March 22, 2023: Applicant filed a Time Extension application for CUP-200-001. The application falsely asserted that Pick Axe “has made significant progress toward satisfaction of all applicable requirements of the Conditional Use Permit.”5 At this time, over 11 months later, Mr. Williams failed to provide any of the materials required by the CUP’s conditions of approval.  March 30, 2023: Applicant, in a last-ditch effort, submitted an email to City Manager Lydia Romero with a DropBox link to show the “significant activity” made under the CUP. This email was sent just weeks before CUP approval expiration (i.e. April 19, 2023), and the materials provided therein do not meet ANY of the required CUP conditions of approval.6 This is the same manipulative behavior illustrated by Mr. Williams on November 22, 2021 described above.

DISCUSSION
A. PICK AXE HAS FAILED TO MEET THE CONDITIONS NECESSARY TO PREVENT CUP EXPIRATION.

Section 17.28.020(J) of the LGMC specifies the expiration standards for land use applications and approvals. The expiration date for conditional use permit approvals is:
“(i) Twelve months from the effective date of the decision, unless construction and/or use in reliance has commenced or as otherwise stated in the conditions of approval.”7 “Effective date” means the “date at which a decision becomes final.”8 “Decision” means “the written approval, denial, conditional approval, or other determination.”9 On April 19, 2022, the Lemon Grove City Council made its final approval determination for this CUP application and April 19, 2022 is the effective date of this CUP. Accordingly, Pick Axe must meet at least one of the requirements listed in LGMC Section 17.28.020(J)(2)(b)(i) to prevent CUP expiration on April 19, 2023. Pick Axe has failed to do so.

1. No construction has commenced under the CUP.

The LGMC does not define the term “construction.” Black's Law Dictionary defines “construction” as “the act of building by combining or arranging parts or elements; the thing so built.”10 Pick Axe is not in the act of building by combining or arranging parts or elements as it has not commenced any construction for its proposed MMD use through today’s date.

5 See Exhibit C – Pick Axe Time Extension Application.
6 See Exhibit D – Architect Analysis detailing each COA Pick Axe has failed to meet under CUP-200-001. 7 LGMC Section 17.28.020(J)(2)(b)(i).
8 LGMC Section 17.03.080.
9 LGMC Section 17.03.080.
10 Black’s Law Dictionary (11th ed. 2019).

City Council
City of Lemon Grove
April 4, 2023

Prior to MMD operations, Pick Axe is required to complete several tenant and public improvements at or near the site, including, but not limited to: (i) interior remodeling, including the removal of walls and doors and construction of new walls and doors; (ii) mechanical, electrical, and plumbing upgrades; (iii) demolition of the northeast portion of the existing roof; (iv) installation of a new vaulted roof structure; (v) installation of new parking curbs and gutters; and (vi) Broadway street improvements. Pick Axe has not started work for any of these improvements and cannot commence work on any of these improvements because a building permit application has yet to be submitted for such work and thus no lawful construction could possibly occur prior to April 19, 2023. Because it is impossible for Pick Axe commence construction prior to the CUP’s April 19, 2023 expiration, this condition cannot be met and cannot be considered as a factor to Pick Axe’s Extension Request.

2. No use in reliance of the MMD CUP has been established by Pick Axe. “Use” is defined as “the purpose for which land or a building or structure is arranged, designed, or intended to be used, or for which it is or may be used, occupied or maintained.”11 The Pick Axe CUP approves operation of a medical marijuana dispensary use at the 8280 Broadway. Pick Axe has yet to move into the 8280 Broadway building and commence any construction which means Pick Axe is not and cannot be using 8280 Broadway as contemplated by the CUP. Quality Towing & Recovery continues to operate an automobile towing and roadside assistance use at 8280 Broadway. There have never been medical marijuana activities at 8280 Broadway meaning no use activities permitted under this CUP.

Because there is no use in reliance of the CUP by Pick Axe, this condition has not been met and cannot be considered to support the Extension Request.

3. Pick Axe has failed to meet the City’s stated expiration condition for the CUP.

Pursuant to its authority under the LGMC, City staff established a specified expiration condition for CUP-200-001. Condition of Approval No. 8 requires that Pick Axe meet all of the CUP conditions of approval by April 19, 2023, or the CUP expires.
“8. This Conditional Use Permit expires April 19, 2023 (or such longer period as may be approved by the City Council of the City of Lemon Grove prior to said expiration date) unless all requirements of this Conditional Use Permit have been met prior to said expiration date.”12
At this time, Pick Axe has not met any of the CUP conditions of approval including the traffic study, parking study and submittal of a building permit application.13 Pick Axe attempts to divert the City’s attention from this express CUP expiration requirement by emailing City Manager Romero just 2.5 working days before the April 4, 2023 City Council hearing with a DropBox link of its “progress set of construction documents.” This last minute document dump is insufficient to overcome the CUP’s express conditions of approval.

Pick Axe’s DropBox “submittal” is inconsistent with LGMC Section 17.28.020(D) which provides that a building permit application must be submitted to the Development Services Department on the prescribed City forms, with the applicable fees, and all required materials necessary to show that the proposed improvements comply with applicable law. Pick Axe’s email meets none of these express

11 LGMC Section 17.03.080.
12 See Exhibit E – CUP-200-001 COA No. 8.
13 See Exhibit D – Architect Analysis detailing each COA Pick Axe has failed to meet under CUP-200-001.

City Council
City of Lemon Grove
April 4, 2023

submittal requirements and demonstrates Pick Axe’s continuous non-compliance with the City’s rules while simultaneously asking the City for yet another year of delay.

In sum, in three and a half years, Pick, Axe has not performed a traffic analysis, a parking study, submitted code compliance complete architectural plans, commenced construction, or used 8280 Broadway as a MMD. Pick Axe cannot comply with any of these requirements in the next two weeks prior to its April 19, 2023 CUP expiration. In light of Pick Axe’s failure to meet at least one of the conditions necessary to prevent CUP-200-0001 from expiring, the CUP shall expire on April 19, 2023 and the Extension Request should be denied.

B. THE EXTENSION REQUEST SHOULD BE DENIED AS PICK AXE HAS FAILED TO MAKE SIGNFICANT PROGRESS TOWARDS MMD OPERATIONS.

Section 17.28.020(K) of the LGMC provides the extension standards for the City’s land use permits and approvals. At any time prior to the expiration of an approval, the permittee is permitted to file a request for an extension of time. The LGMC provides that the City MAY approve an initial extension request. The City’s approvals of extension requests are discretionary, not mandatory. This allows City staff and City Council to review each extension request on a case-by-case basis.

Prior to revoking an issued CUP, the local decision-making body must determine whether the permittee has acquired a vested property right in the permit.14 A permittee has a vested property right in the permit if the permittee has performed substantial work and incurred substantial liabilities in good faith reliance upon the permit.15 Contrarily, if a permittee does nothing beyond obtaining the permit, or fails to comply with reasonable terms or conditions expressed therein, a vested right does not exist, and the proper authorities may revoke the permit.16

1. Pick Axe has not performed substantial work nor incurred substantial liabilities under this CUP.

Pick Axe’s Extension Request asks for an additional year, or April 19, 2024, on the false assertion that it has made significant progress towards project development. A factual review of the Project demonstrates this is untrue. As of March 22, 2023 (the filing date of Applicant’s Extension Request), Pick Axe had not provided the City a single document pursuant to the CUP. Eight days later, on March 30, 2023, Pick Axe emailed its “progress set of construction plans” to the City Manager. A layman’s cursory review of the “construction plans” shows the plans (i) were not created for building permit application purposes as the sheets are labeled “NOT FOR CONSTRUCTION” and (ii) are outdated as the plans reference the 2019 California Building Code which is no longer the applicable building code. Pick Axe has done nothing more than “plan dump” non-building permit sheets via email

2.5 working days before its Extension Request hearing in order to make an argument it has made progress toward its conditions of approval.

These circumstances are significantly different than the City Council’s previously-approved MMD CUP extensions for: (1) The Boulevard at 6470 Federal Boulevard (CUP-170-0001), and (2) Wellgreens at 6859 Federal Boulevard (CUP-180-0002). Both of these MMD applicants had demonstrated compliance with at least some of their COAs prior to CUP expiration, including submittal of building permit applications, building permit issuance, and landscape plan reviews. Pick Axe is not in the same or similarly-situated position as The Boulevard and Wellgreens applicants. Pick Axe has yet

14 Bauer v. City of San Diego (1999) 75 Cal.App.4th 1281, 1294. 15 Avco Community Developers, Inc. v. South Coast Regional Com. (1976) 17 Cal.3d 785, 791. 16 Goat Hill Tavern v. City of Costa Mesa (1992) 6 Cal.App.4th 1519, 1522.

City Council
City of Lemon Grove
April 4, 2023

again engaged in minimal effort to argue maximum effort. This effort does nothing to establish vested rights, shows Pick Axe has not complied with the conditions of approval, and the City should exercise its discretion to deny Extension Request and revoke the CUP.

C. PICK AXE CONTINUES TO MANIPULATE THE CITY’S PERMITTING PROCESS IN BAD FAITH.

The purpose of a local ordinance’s automatic expirations of use permits when work is not commenced or a use established is to prevent the holding of land for future purposes when “the permittee has no good faith intent to presently commence upon the proposed use.”17 The City has expended numerous resources and time entertaining Mr. Williams’ gamesmanship of this CUP and his other cannabis projects, including the 6915-6935 North Ave MMD Project (CUP-180-0001) which was denied by City Council based on Pick Axe’s failure to provide complete CUP application materials (an application process lasting just under four years).18
Mr. Williams’ modus operandi is to lock up City properties with no intention of developing them in a timely manner. An approval of this Extension Request allows Mr. Williams to lock up the 8280 Broadway location, and all potential cannabis retail development within a 1000’ foot radius, for approximately 4.5 years (October 2019 to April 2024) with zero guarantee that Pick Axe will actually fulfill the CUP obligations. Mr. Williams’ behavior has deprived the City significant tax dollars and redevelopment opportunities in an area where revitalization is desired. For the benefit of the City and its residents, the Extension Request should be denied.

CONCLUSION
In light of the foregoing, we respectfully request that City Council follow Staff’s recommendation and deny Pick Axe’s Extension Request.

Sincerely,

AUSTIN LEGAL GROUP, APC
Gina M. Austin, Esq.

17 Morgan v. County of San Diego (1971) 19 Cal.App.3d 636, 641. 18 See April 20, 2021 City of Lemon Grove City Council Staff Report for Item No. 2 - Public Hearing to Consider Conditional Use Permit Application CUP-180-0001,
https://www.lemongrove.ca.gov/home/showpublisheddocument/10571/637541077321930000. Pick Axe has since filed a lawsuit with the San Diego County Superior Court with respect to this CUP denial claiming a violation of due process rights. See Case No. 37-2021-00030444-CU-CR-CTL.

Exhibit A
December 23, 2020 Notice of Incomplete

Exhibit B
December 21, 2021 Notice of Incomplete

Exhibit C
Pick Axe Time Extension Application filed March 22, 2023

Exhibit D
Architect Analysis
8280 BROADWAY – PLAN REVIEW
8280 BROADWAY, LEMON GROVE, CA 91945
Tuesday, April 4, 2023
Dear Austin Legal Group,
Per your request, our office has conducted a review of Pick Axe’s March 30th, 2023 email materials against the Lemon Grove Municipal Code and CUP-200- 0001 conditions of approval. Below please find the: (1) Information not provided on the plans but required by LGMC; (2) Additional items not provided but required per the Lemon Grove “Plans Required for Building Permits”; and (3) Missing items per the CUP Conditions of Approval.

Information not provided on the plans – Required by LGMC:

Title Sheet (A0.0):
- “Applicable codes” is referencing the 2019 not the 2022 Code Version - A parking count is provided, but not parking calculations or reference to Lemon Grove Municipal Code for required parking.
- Year built info is missing
- The Title 24 ADA Compliance Document not provided
- Missing Setback calculations
- Unclear information per section 11 “Deferred Approvals”, striked out as “Not In Use” however,
- Missing maximum building heights
CALGREEN Notes - 1 (A0.4-1):
- Using and referencing 2019 CALGreen Building Standards Code – Effective date to begin using 2022 CALGreen Building Code: January 1, 2023.

DocuSign Envelope ID: D89880EF-96EA-4AF4-9B4D-365254CDF6AF Egress/Exiting & Accessibility Plan (A0.5):
- Exiting sign symbol or keynote not provided for proposed illuminated exit signs.
- Sheet Keynotes (Section #2) missing information for keynotes #4-5. - Section #13 “Egress/Exiting Calculations & Notes”, last note provided states “Exit Signs Provided”, yet this is inconsistent with Sheet Keynote #2, stating that “NO EXIT SIGNAGE REQUIRED THIS PROJECT AS OCCUPANT LOAD IS UNDER 50 OCCUPANTS TOTAL”.

Site Plan (A1.0):
- Existing site plan not provided
- Location or distance to the nearest fire hydrant not provided (only shown on vicinity map in A0.0)
- The driveway curb-cut is not referencing standard drawings. The drive way is lacking general information to determine if it complies or not. - How is the demo’d driveway being replaced? No reference to standard drawings or back to Civil Improvement Plan sheets.
- The site plan is not showing street trees. Site plan is inconsistent with the landscape plan
- Missing callouts/ symbols for exterior luminaires per C4.0, L-1, L-3 o Missing structural details for luminaire footings
Accessibility Details (CA) Accessibility Plan (A0.3-3):
- Enlarged Site Accessible Parking (Section 12)
o Missing dimensions for the front setback (20’-0).
o Proposed bicycle rack not shown on enlarged site plan, per keynote #7 on A1.0-1.

New Roof Plan (A1.4):
- No Legend provided
- Missing reference to new proposed wood-framed roof-mounted parapet canopy.

DocuSign Envelope ID: D89880EF-96EA-4AF4-9B4D-365254CDF6AF - No Rooftop equipment screening proposed to cover the new 2 ton Heat Pump Unit proposed on M-2.0, assuming the proposed wood-framed parapet canopy is not enough screening.

Exterior Elevations (A2.0):
- Finish Floor Elevations not provided.
- Exterior Materials Legend missing information per each proposed material. - Missing callout for Tempered glass for proposed exterior doors/windows. - Missing screening for rooftop mounted equipment.
- Missing maximum building height dimensions.
- Missing building/ address number on the façade(s) fronting the property/pedestrian sidewalks.

Reflected Ceiling Plan (A2.1):
- Proposed security camera locations provided, however, proposed security camera count (interior/exterior) not provided on sheet or on a separate proposed security plan.

Title 24 Forms (T-24.0):
- T-24.0 sheets do not reference the 2022 version of code.

Structural Package (SN-1):
- Structural Plan and structural calculations were prepared and list the 2019 CBC (page SN-1) with is not the current building code in the state of California. All these structural plans and calculations must be re-done to meet the current 2022 CBC structural requirements.

Additional Items Required Per The Lemon Grove “Plans Required for Building Permits”:

DocuSign Envelope ID: D89880EF-96EA-4AF4-9B4D-365254CDF6AF - The project does not provide an exterior photometric plan or structural footing details for the proposed luminaires proposed in sheets C4.0, L-1, L3. • Have structural calculations been provided as part of the submittal? They are required per the Lemon Grove submittal requirements. • Proposed Security Plan is not provided, nor the location of proposed security camera locations.
• Forms required at time of submittal:
o I-1, I-2 for BMP measures.
• Per Checklist Requirement of Conceptual Landscaping and Irrigation Plan, “the Lemon Grove Municipal Code Water Efficient Landscape Ordinance requires that landscaping and irrigation implement water saving measures to encourage greater water conservation.” o There is limited information in the Landscape sheets, L-1 – L-4, to determine the irrigation calculations or projected Gallons Per Year proposed, in order to determine if any water saving measures will be proposed as part of this submittal.
• Submittal package must include the Civil engineer’s estimate cost of construction work.

Per CUP Conditions of Approval, the following are missing:
- Condition 2.e: “A Heartland Fire & Rescue hazardous materials questionnaire and delayed egress statement shall be submitted with the building permit application for review.”
- Condition 2.f: “The applicant shall provide a letter detailing the security provisions for the dispensary and how the applicable Building and Fire Code requirements will be achieved for emergency ingress and egress.” - Condition 2.f: “The plan shall indicate… botanical and common names of all plant materials, number, size, and location of all plantings; all irrigation lines including valves and back-flow devices.”
o Sheets L-1 through L-4 are missing a planting/symbol legend DocuSign Envelope ID: D89880EF-96EA-4AF4-9B4D-365254CDF6AF o Sheets L-1 through L-4 are missing a planting schedule for the proposed plant materials per Condition 2.f above.
- Condition 2.p: “A photometric lighting plan shall be provided with final lighting design. Lighting shall be installed to adequately light the exterior and interior of the dispensary premises and conform with Section

17.24.080.”
o No photometric lighting plan included in plan set.
- Condition 3.i: “Submit for Traffic Control Permit for all work affecting vehicular or pedestrian traffic within the right-of-way on Broadway.” o Has this application been submitted?
- Condition 4.r: “Street numbers and/or addresses shall be placed on all new and existing buildings and at appropriate additional locations so as to be plainly visible and legible from the street or roadway fronting the property…”
o Street number/ building number not shown on the proposed exterior elevation sheets A3.2.
_____________________________________________
Diana Cruz, Drafter – TECHNE
DocuSign Envelope ID: D89880EF-96EA-4AF4-9B4D-365254CDF6AF

Sidewalk Master Plan
April 4, 2023

CITY OF LEMON GROVE

CITY COUNCIL

STAFF REPORT
Item No. 4
Meeting Date: April 4, 2023
Submitted to: Honorable Mayor and Members of the City Council Department: Public Works
Staff Contact: Izzy Murguia, Public Works Director
[email protected]
Item Title: Acceptance of the Sidewalk Master Plan
Recommended Action: Adopt a resolution (Attachment A) accepting the Sidewalk Master Plan and provide comments and direction to staff as appropriate.

Summary: On May 17, 2022, the Council awarded a professional services agreement to Chen Ryan Associates (CR Associates) for civil engineering services to develop a Sidewalk Master Plan (SMP) and right-of-way inventory. The SMP aims to support the City’s efforts to improve sidewalks by providing a prioritized list of improvements and avenues to apply for funding for new sidewalk facilities.

Discussion: The City currently contains approximately 60 miles of public sidewalk system.

Management of a public sidewalk system requires significant resources. One of the challenges facing the City’s ability to develop a comprehensive sidewalk maintenance program is the lack of accurate sidewalk inventory and condition assessment information.

For these reasons, staff was authorized to execute a comprehensive public sidewalk inventory and condition assessment project where the data collected and analyzed during the year long process could then be used to develop a public sidewalk management program.

As a result, on May 17, 2022, the Council awarded a professional services agreement to Chen Ryan Associates (CR Associates) for civil engineering services to develop a SMP (Attachment B) and right-of-way inventory. The SMP project had has four objectives and are as follows:

1. Inventory the public sidewalk network within the City;

2. Assess the condition of the existing public sidewalk network within the City;

3. Build a foundation that, in the future, would allow the use of the City’s maintenance management system, Cityworks, to track the public sidewalk assets and generate work orders for repairs and additions; and
Sidewalk Master Plan
April 4, 2023

4. Identify potential funding sources and provide recommended emergency repairs and additions to be programmed into the City’s Capital Improvement Program (CIP).

The SMP project began with an inventory survey which involved walking the public sidewalks and collecting data with global positioning system (GPS) devices. The survey also included identifying boundaries of the City’s right-of-way. The survey data was digitized in GIS format to be incorporated into the City’s existing GIS system. The inventory phase identified approximately 60 miles of sidewalks.

The second phase of the project consisted of performing a condition assessment of each sidewalk segment, which was completed in July 2022. The assessment included identifying, classifying and photographing sidewalk defects and ADA compliance of curb ramps. The condition assessment identified over 4,200 defects, with an approximate remedy cost of $4.5 million. Defects consist of vertical faults, spalling, horizontal faults, obstructions, cracking, ponding, cleanliness issues, and sloping. The data was also captured in GIS format to be incorporated into the City’s asset management system, City Works.

The third phase of the project consisted of developing datasets to be incorporated into Cityworks, with the end goal of generating work orders. The purpose of the datasets is to provide the required attributes to provide the required fields to identify, cost and prioritize the existing sidewalk defects.

The fourth phase of the project included a sidewalk funding analysis for funding sidewalk improvements including ADA improvements and pedestrian safety. This phase identified potential funding sources that City staff could develop project packages to align with available state funding resources.

The SMP successfully analyzed the public concrete structures, assessed their deficiencies, and is ready for integration into the City’s asset management program. The plan will help the City proactively plan out repairs and funding rather than react to complaints or emergencies as they happen. The SMP results are available to be integrated into the City’s existing GIS and Cityworks systems, allowing for the City to continue to modify and update the corrected inventory, and proactively plan improvements into the future.

Next Steps: Pending the Council’s approval of the SMP and overall direction, the Council’s input will provide the guidance necessary to ensure the timely development of the City’s CIP, which will be brought before Council at an upcoming meeting. Following approval of the SMP, staff will begin utilizing the data to develop the FY 2022-23 Sidewalk Annual Sidewalk Repair Project and apply for upcoming grant funding opportunities.

Sidewalk Master Plan
April 4, 2023

Environmental Review:

Not subject to review Negative Declaration
Categorical Exemption, Section Mitigated Negative Declaration Fiscal Impact: There is no fiscal impact associated with receiving this report.

Public Notification: None.

Staff Recommendation: Adopt a resolution (Attachment A) accepting the Sidewalk Master Plan and provide comments and direction to staff as appropriate.

Attachments:

Attachment A – Resolution
Attachment B – Sidewalk Master Plan
Sidewalk Master Plan
April 4, 2023

Attachment A
RESOLUTION NO. 2023-___

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LEMON GROVE,

CALIFORNIA, ACCEPTING THE SIDEWALK MASTER PLAN
WHEREAS, the Council has identified the development of a Sidewalk Master Plan as a high priority project; and
WHEREAS, on May 17, 2022, the Council awarded a professional services agreement to Chen Ryan Associates (CR Associates) to complete the Sidewalk Master Plan; WHEREAS, the Sidewalk Master Plan identifies and prioritizes areas where access improvements are needed and where pedestrian infrastructure is missing or in need of repair or upgrading; and
WHEREAS, the Sidewalk Master Plan will guide staff in future maintenance and budgeting efforts and enhance grant opportunities by identifying existing deficient and providing a prioritized list of needed improvements; and WHEREAS, the City Council has reviewed and accepted the report.

NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Lemon Grove, California hereby:

1. Accepts the final Sidewalk Master Plan.

2. Authorizes the City Manager or her designee to manage the project and close out process.

Sidewalk Master Plan
April 4, 2023

PASSED AND ADOPTED on April 4, 2023, the City Council of the City of Lemon Grove, California, adopted Resolution No. _______, passed by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
__________________________
Racquel Vasquez, Mayor
Attest:
_____________________________
Deborah Harrington, Interim City Clerk
Approved as to Form:
_________________________
Kristen Steinke, City Attorney
Prepared by
City Contract No: 2021-27
January 23, 2023
City of Lemon Grove
Sidewalk Master Plan and
Right-of-Way Inventory
Attachment B
i

TABLE OF CONTENTS

1.0 INTRODUCTION.................................................................................................. 1

1.1 BACKGROUND ................................................................................................................1

1.2 OBJECTIVES.....................................................................................................................1

1.3 SCOPE OF SERVICES ......................................................................................................2

1.4 ABBREVIATIONS AND KEY WORDS ..........................................................................2

2.0 EXISTING PUBLIC SIDEWALK ASSESSMENT................................................. 3

2.1 PHASE I: INVENTORY SURVEY ...................................................................................3

2.2 PHASE II: CONDITION ASSESSMENT .........................................................................5

2.2.1 CONDITION ASSESSMENT PROCESS .........................................................................6

2.2.2 CONDITION ASSESSMENT RESULTS .......................................................................11

2.3 PHASE III: DATA ASSESSMENT/MANAGEMENT ...................................................13

2.3.1 SIDEWALK DEFECT OPINION OF PROBABLE CONSTRUCTION COST .............13

2.3.2 SIDEWALK DEFECT PRIORITIZATION.....................................................................14

2.3.3 SIDEWALK WORK ORDER DEVELOPMENT ...........................................................15

3.0 DATA MAINTENANCE POLICIES AND PROCEDURES ................................. 16

4.0 PUBLIC SIDEWALK FUNDING ANALYSIS...................................................... 17

5.0 CONCLUSIONS................................................................................................. 19

6.0 Appendix ........................................................................................................... 20 A. Exhibits.....................................................................................................A B. Schema.......................................................................................................

C. Walkability Study ....................................................................................... ii
Tables
Table 2-1: Public Sidewalk Defect Categories .............................................................................................6 Table 2-2: Public Sidewalk End Point Categories........................................................................................9 Table 2-3: Public Sidewalk Curb Ramp ADA Compliance Status...............................................................9 Table 2-4: Curb Ramp ADA Compliance Statistics...................................................................................11 Table 2-5: Sidewalk Defect Condition Statistics........................................................................................12 Table 2-6: Vertical Defect Statistics Breakdown........................................................................................12 Table 2-7: Defect Solutions........................................................................................................................13 Table 2-8: Defect Opinion of Probable Construction Costs .......................................................................14 Table 2-9: Defect Scoring...........................................................................................................................15 Figures
Figure 2-1: Sidewalk Centerline ...................................................................................................................4 Figure 2-2: Features During Desktop Analysis.............................................................................................4 Figure 2-3 Public sidewalk Defect Category Examples ...............................................................................7 Figure 2-4 Public Sidewalk Curb Ramp ADA Compliance Status Examples............................................10 Figure 2-5 Public Sidewalk Curb Ramp ADA Compliance Status Examples............................................11 1 1.0 INTRODUCTION

1.1 BACKGROUND
As part of the City of Lemon Grove’s efforts to address the repair, replacement, and expansion of the City’s physical infrastructure, this plan aims to identify and assess and update the public concrete inventory. This inventory includes sidewalks, driveways, cross-gutters, and excludes curb and gutter. The City currently contains approximately 100 total miles of road network which have the potential to have sidewalks based on current City standards. The City realized that the maintenance and management of a 100-mile public sidewalk system requires significant resources, so this plan has been developed to identify, prioritize, fund, and develop work orders to significantly improve the City’s current process.

One of the largest issues inhibiting the City’s ability to develop a comprehensive sidewalk maintenance program was the lack of accurate sidewalk inventory and condition assessment information. Therefore, City staff was authorized to execute a comprehensive public sidewalk inventory and condition assessment project where the data collected and analyzed during the project could then be used to develop a public sidewalk management program. This Sidewalk Master Plan (SMP) aims to support the City’s efforts to improve sidewalks by providing a prioritized list of improvements and avenues to apply for funding.

1.2 OBJECTIVES
The objectives identified for the public sidewalk inventory and condition assessment project were refined during the first phase of the project. In phase I of the project many different options were discussed and analyzed to ensure that the final objectives met the City’s needs. The final objectives for the project were as follows:
• Inventory the public sidewalk network within the City; • Assess the condition of the existing public sidewalk network within the City; • Build a foundation that, in the future, would allow the use of the City’s maintenance management system, Cityworks, to track the public sidewalk assets and generate workorders for repairs and additions;
• Identify potential funding sources and provide recommended emergency repairs and additions to be programmed into the City’s Capital Improvement Program (CIP). 2 1.3 SCOPE OF SERVICES
The scope of services for the public sidewalk inventory analysis project included the following tasks and deliverables:
• Define objectives and goals in an initial phase of the project; • Develop and document a public sidewalk inventory and condition assessment plan; • Develop a process by which the Cityworks maintenance management system can be used to track public sidewalk inventory and future maintenance activities;
• Field inventory public sidewalk segments within the City; • Assess the condition of every public sidewalk segment within the City and provide a rating score that is dependent on defect type and defect severity;
• Field inventory every public sidewalk approach or endpoint and assess preliminary ADA compliance status;
• Analyze public sidewalk condition and endpoint data to determine the current state of the public sidewalk network;
• Develop recommendations for the maintenance and new construction needs within the City’s public sidewalk network;
• Develop policy and funding recommendations that the City can use to manage the public sidewalk management program.

1.4 ABBREVIATIONS AND KEY WORDS
Abbreviation Description
ADA Americans with Disabilities Act
ESRI Environmental Systems Research Institute
GIS Geographic Information System
GPS Global Positioning System
SMP Sidewalk Master Plan
3 2.0 EXISTING PUBLIC SIDEWALK ASSESSMENT
The first step to make decisions related the City’s public sidewalk program fiscal policy was to develop an accurate sidewalk inventory and condition assessment. The following chapter describes the methods used to obtain the condition of the City’s public sidewalks as well as the final inventory and assessment results.

The inventory process began by developing a data structure and schema that allow for efficient data collection as well as seamless integration into the City’s existing systems, such as GIS and the Cityworks maintenance management system. Once the data structure was defined, the public sidewalk inventory was completed in two phases. The first phase, inventory survey was through desktop analysis and the second phase, condition assessment, involved walking the public sidewalks and collecting data with global positioning system (GPS) devices.

2.1 PHASE I: INVENTORY SURVEY
The format and structure of the sidewalk data was developed to allow the City to import the data into their existing GIS system and work with it in the same way as other facilities such as roads, storm drains, or water mains. The City’s GIS platform is built on Environmental Systems Research Institute (ESRI) software and uses the enterprise geodatabase structure to store the mapping and attribute information. Therefore, an ESRI data storage schema was used for the sidewalk inventory data. Refer to Appendix B for the fields and definitions in the study’s schema.

The sidewalks were then digitized in GIS using a multi-step process which included extracting potential sidewalk areas using the existing parcel boundaries and the City’s right-of-way file to generate parcel frontage areas. While this data was being generated, a third-party product was purchased from Ecopia Tech which provided data extracted using machine learning including the sidewalk centerlines and crosswalks with attributes including width. Both datasets were combined to create a layer that includes all frontage areas with an attribute to differentiate which areas have sidewalk and which do not. This layer was then reviewed using GIS aerial imagery and Google Street View to verify sidewalk locations and horizontally correct sidewalk centerlines. An example of the public sidewalk centerlines used in this study can be seen in Figure 2-1. After the inventory survey phase roughly 60 miles of sidewalks were identified. 4 Figure 2-1: Sidewalk Centerline
The City’s ariel imagery paired with the use of Google Street View allowed for an efficient review of where the public sidewalks would start and stop as well as if there was a cross gutter or a curb ramp. Sidewalk Endpoints, Sidewalk Curb Ramps, and Cross Gutters were also added during this phase and can be seen in Figure 2-2. Exhibit 1 in Appendix A displays the sidewalk centerlines and gaps citywide.

Figure 2-2: Features During Desktop Analysis
5 2.2 PHASE II: CONDITION ASSESSMENT
The condition assessment consisted of walking each segment of the public sidewalk within the City of Lemon Grove and identifying, classifying, and photographing sidewalk defects and ADA compliance of the curb ramps. One person field crews were outfitted with a set of data collection tools that allowed them to not only verify the accuracy of the sidewalk centerlines but also collect new sidewalk data, collect exact locations of sidewalk defects, classify sidewalk defects, and collect digital photography documenting the findings.

The field crews used Apple iPhones and iPads enabled with cellular service loaded with ESRI Collector Application (Collector App) to geographically collect the sidewalk defects in real time in the field. Each defect was visually identified by the field crew and the following steps were taken:
• A point feature was added to the collector application that was GPS located to the correct location; • The defect was classified as described in the Condition Assessment Criteria section; o Where necessary, the magnitude of vertical or horizontal faults was measured using a tape measurer;
o Where necessary, the extents of the defects were measured using a tape measurer; • A photograph was taken of the defect directly within the Collector App; • Sidewalk endpoints were identified and classified;
• Curb ramps were walked and visually assessed for approximation of ADA compliance.

To maintain data integrity, domains were created for all attributes to be generated in the field. The domains provide a selectable list of appropriate responses for each field attribute ensuring the field crew maintains a consistent approach to data collection and ensures future usability of the results.

Once field personnel were completed each day, the data from that day’s field effort was backed up and loaded to a database in the office. The office database was an enterprise Microsoft SQL Server database that matched the platform within the City’s GIS. The enterprise database was checked daily for data validity and accuracy. Any data discrepancies were flagged and checked by field personnel. After all data accuracy and validity issues where addressed the condition assessment data was ready for use within the analysis phase of the project.

The existing public sidewalk condition assessment field effort was completed in July of 2022 and included data for every public sidewalk segment as of that date. A total of approximately 60 miles of public sidewalk centerline was inventoried during the field effort and over 4,200 defects were identified. The complete map of identified defects can be found in Exhibit 2 in Appendix A. 6 2.2.1 CONDITION ASSESSMENT PROCESS
The sidewalk defects and curb ramp data points were intentionally populated with the data required so that each defect could be categorized, scored, prioritized, and so that estimated repair or replacement costs could be assigned. Through research, review, and discussions with City staff, lists of the typical defect categories and sidewalk end point classifications were developed. Table 2-1 and Figure 2-3 provide the definitions and photographic examples of the different defect categories.

During the project the use of parcel frontage segments to consolidate the defects was considered; however, the reduction in detail of the collected data was decided to be unnecessary.

Table 2-1: Public Sidewalk Defect Categories
Defect Category Description Score
Vertical Fault Vertical offsets in the sidewalk. Severity measured in ½ - 1”, 1 – 3” and > 3” increments.
6, 8, 10*
Horizontal Fault Horizontal gaps or openings of 2” or greater in the sidewalk 8 Obstructions Any obstructions that restrict the operating width of the sidewalk to less than 36”
6 Spalling Surface deterioration of ¼” or greater on the sidewalk 5 Cracking Four or more surface cracks in a sidewalk panel 5 Cross Slope Greater than a 1 in 12 cross slope on sidewalk 5 Ponding Standing water or evidence of standing water on sidewalk 2 Cleanliness Excessive debris and/or poor cleanliness on sidewalk 2 *Heights less than 0.5” were deemed as low severity faults and are not included in this study. 7 Figure 2-3 Public sidewalk Defect Category Examples
Vertical Fault
Horizontal Fault
Spalling
Obstruction
8 Cracking
Cross Slope
Ponding
Cleanliness
9 In addition to the defect categories used to assess the condition of the sidewalk segments, each sidewalk end point was categorized. A sidewalk end point was defined as any termination point of a sidewalk segment. End points included scenarios such as an approach to the intersection of a street surface, a commercial driveway, a gap, and a tee. The end points were grouped into categories based on what type it was. While in the field, personnel would make sure that the sidewalk endpoints were located accurately and correctly described the type of endpoint. The sidewalk curb ramps were visually assessed to see if they do not meet, somewhat meet, or potentially fully meet ADA compliance. This was based off if the curb ramps had no truncated domes or stripes along the sidewalk. Table 2-2 lists the different end point categories and Table 2-3 lists the different ADA compliance statuses with the associated score.

Table 2-2: Public Sidewalk End Point Categories
End Point Category Description
Intersection Sidewalk intersects the roadway surface
Commercial Driveway Sidewalk intersects a commercial driveway that is not at the same elevation as the sidewalk
Gap Sidewalk ends with no appropriate termination structure such as an approach Tee Sidewalk intersects another sidewalk
Table 2-3: Public Sidewalk Curb Ramp ADA Compliance Status Compliance Status Description
Not ADA Compliant Curb ramp structure does not meet or approximate ADA compliance requirements
Some ADA
Compliance
Curb ramp structure that approximates ADA compliance
requirements
Meets Initial ADA
Compliance
Curb ramp structure visually appear to meet ADA compliance requirements* *All necessary measurements of slope, width, etc. were not taken to determine complete ADA compliance.

Figure 2-4 provides photographic examples of the different types of end points that were collected on the public sidewalk network. Figure 2-5 provides photographic examples of the different ADA compliances statuses that were collected for the curb ramps on the public sidewalk network. 10 Figure 2-4 Public Sidewalk Curb Ramp ADA Compliance Status Examples Gap End Point
Intersection End Point
Commercial Driveway End Point
Tee End Point
11 Figure 2-5 Public Sidewalk Curb Ramp ADA Compliance Status Examples Not ADA Compliant
Some ADA Compliance
Meets Initial ADA Compliance

2.2.2 CONDITION ASSESSMENT RESULTS
The following tables and figures show the final defect and curb ramp condition assessment results for the existing public sidewalk.

Table 2-4: Curb Ramp ADA Compliance Statistics
Compliance Status Count of Occurrences Percent of Total Not ADA Compliant 57 8.7%
Some ADA Compliance 393 60.1%
Meets Initial ADA Compliance 204 31.2%
Totals 654 100%
12 Table 2-5: Sidewalk Defect Condition Statistics
Defect Category Count of Occurrences Percent of Total
Vertical Fault 1002* 23.6%*
Horizontal Fault 64 1.5%
Spalling 2070 48.9%
Obstructions 83 2.0%
Cracking 593 14.0%
Cross Slope 16 0.4%
Ponding 18 0.4%
Cleanliness 391 9.2%
Totals 4237 100%
*Includes all magnitudes of vertical faults
As noted in section 2.2.1, the vertical fault defects were broken down into three different severities based on the magnitude of the vertical fault. Table 2-6 shows the detailed breakdown of the approximately one thousand vertical faults that were found on the public sidewalk network.

Table 2-6: Vertical Defect Statistics Breakdown
Vertical Fault Magnitude Count of Occurrences Percent of Total ½” – 1” Offset 876 87.4%
1” – 3” Offset 124 12.4%
> 3” Offset 2 0.2%
Totals 1002 100%
The walkability of the sidewalk is most important when looking at the defects. The team found that the walkability was hindered most when it came to vertical faults. Table 2-6 demonstrates that a vast majority of the vertical faults across the public sidewalk network are less than one inch in severity. While the half to one-inch vertical faults are important measures for the public sidewalk network, they do not significantly impact the overall usability of the sidewalk. Additionally, other defects such as cracks and spalling don’t greatly inhibit the usability of the sidewalk. The vertical faults that were above one inch provided the biggest problem and made the walkability of the sidewalk worse. To determine what needs to be repaired or replaced we analyzed the defect type along with the length of the defect. 13 2.3 PHASE III: DATA ASSESSMENT/MANAGEMENT
The project team worked closely with the City to evaluate the uses of the data in current maintenance practices and in developing and/or improving these practices in the future. The GIS datasets were developed not only to store the data but have been developed with the end goal of generating work orders in the City’s current asset management software (Cityworks). This process including meeting with the City’s GIS consultant (Miller Spatial) to ensure a seamless transition from GIS to Cityworks. It was decided that the continued use of Cityworks to develop work orders for sidewalk defects will be used. Thus, the approach of the SMP was to provide the required attributes to identify, cost and prioritize the existing sidewalk defects. The project team worked closely with the City to develop the following opinions of probable construction costs, prioritization, and work order process.

2.3.1 SIDEWALK DEFECT OPINION OF PROBABLE CONSTRUCTION COST The defects identified in the condition assessment phase of the SMP were used to identify the probable solution for each defect type. For the identified defects, the solutions were identified as shown in Table 2-7 as either clean, repair, or replace. The project team then worked closely with the City to develop a unit cost list for the sidewalk solutions and additions based on recent local construction costs and bids. Table 2-8 displays the unit costs for the various defect solutions and additions.

Table 2-7: Defect Solutions
Defect Category Description Solution
Vertical Fault: 0.5
- 1 in Vertical offsets in the sidewalk. Severity measured ½ - 1” Repair Vertical Fault: 1 -
3 in Vertical offsets in the sidewalk. Severity measured 1 – 3” Replace Vertical Fault: >3
in Vertical offsets in the sidewalk. Severity measured > 3” Replace Horizontal Fault Horizontal gaps or openings of 2” or greater in the sidewalk Repair Spalling Surface deterioration of ¼” or greater on the sidewalk Replace Obstructions Any obstructions that restrict the operating width of the sidewalk to less than 36” Remove
Cracking Four or more surface cracks in a sidewalk panel Replace Cross Slope Greater than a 1 in 12 cross slope on sidewalk Replace Ponding Standing water or evidence of standing water on sidewalk Repair Cleanliness Excessive debris and/or poor cleanliness on sidewalk Clean 14 Table 2-8: Defect Opinion of Probable Construction Costs Solution Type Unit Unit Cost ($)
Ped Ramp G-27 thru G-30* E.A. 5,000
Driveway Ramps G-14* S.F. 20
Sidewalk Removal & Replace G-7* S.F. 15
New Sidewalk G-7* S.F. 25
Sidewalk Repair L.F. 150
*The details for this solution type can be found in the 2018 San Diego Regional Standard Drawings Book.

In GIS the solution types and unit costs were applied as attributes and used along with the individual defect width and length to calculate the opinion of probable construction cost for each defect. The width attribute was provided as part of the Ecopia Tech deliverable and was reviewed to be roughly accurate but does have some discrepancies. The defect length was collected in the field for defects extending multiple sidewalk segments and for defects only on one segment the length was assumed to be four feet. The total opinion of probable construction cost to remedy the 4,237 identified defects is approximately $4.5 million dollars in 2022. Unit costs added during this project are static and should be adjusted annually in Cityworks to account for inflation. Potential funding solutions are identified in section 4.0 of this report.

2.3.2 SIDEWALK DEFECT PRIORITIZATION
The prioritization of sidewalk defects was decided by the City to be done on a per defect basis. The scoring of each defect was developed on a 1–10 scale based on the potential of the defect to inhibit the use the sidewalk. The scores are displayed in Table 2-9 with the highest score of ten being given to the vertical faults greater than three inches. The lowest scores are given to the defects that are presumed to be nuisance defects and not likely to inhibit the use of the sidewalk. The sidewalk scores have been applied as an attribute to the GIS dataset and will be used in Cityworks to prioritize the work order development. Exhibit 3 in Appendix A displays a heatmap of the prioritized defects citywide.

It should be noted that even if there is a defect present, the available right-of-way must be considered when proposing new sidewalk improvements or additions. In some cases, there is not enough space in the public right-of-way to install new sidewalk or the private owner of the parcel would have to give up frontage for the improvement. The right-of-way length GIS file created as part of the Walkability Study and discussed in section 1.6 of that supplemental document can help with the identification of locations that have limited right-of-way for sidewalk improvements.
15 Table 2-9: Defect Scoring
Defect Category Description Score
Vertical Fault: >3 in Vertical offsets in the sidewalk. Severity measured > 3” 10 Vertical Fault: 1 - 3
in Vertical offsets in the sidewalk. Severity measured 1 – 3” 8 Horizontal Fault Horizontal gaps or openings of 2” or greater in the sidewalk 8 Vertical Fault: 0.5 - 1
in Vertical offsets in the sidewalk. Severity measured ½ - 1” 6 Obstructions Any obstructions that restrict the operating width of the sidewalk to less than 36” 6
Spalling Surface deterioration of ¼” or greater on the sidewalk 5 Cracking Four or more surface cracks in a sidewalk panel 5 Cross Slope Greater than a 1 in 12 cross slope on sidewalk 5 Ponding Standing water or evidence of standing water on sidewalk 2 Cleanliness Excessive debris and/or poor cleanliness on sidewalk 2

2.3.3 SIDEWALK WORK ORDER DEVELOPMENT
It was decided that all sidewalk defect work orders will be generated on a per defect basis in Cityworks and that it will be the responsibility of those involved to identify efficiencies by combining neighboring defects when appropriate.
16 3.0 DATA MAINTENANCE POLICIES AND

PROCEDURES
The data maintenance policies and procedures were developed based on multiple conversations with City staff about how to populate, verify, store, and use the GIS data from this project. As stated previously, the data is using the same systems as the City and can be integrated into the existing GIS and Cityworks programs. The efforts of this plan focus on overhauling the existing sidewalk data and give planning level recommendations. Future work can utilize the results from this study and the supplemental Walkability Study to further design and implement recommendations or create other bundled projects based on available funds.
17 4.0 PUBLIC SIDEWALK FUNDING ANALYSIS
There are several options for funding sidewalk improvements including ADA improvements and pedestrian safety. Targeting multiple funding sources and combining these sidewalk improvements with other multimodal projects will help expedite project implementation. It is recommended that the City develop project packages that align with available state funding sources based on prioritization with a focus on combining the sidewalk improvements with larger corridor or active transportation projects. Larger projects that serve both bike and pedestrian improvements as well as connectivity to transit tells a more compelling story to be competitive for these larger grant funds. Standalone sidewalk improvement projects are harder to fund with state and federal funding sources and are typically accomplished through local funding sources such as local tax measures, regional funding through SANDAG, local road maintenance funding, general fund, private development impact fees or imposed project mitigation, or other local funding sources.

Combining the sidewalk improvements with larger, more diverse projects allows for local funding to be used as a match to leverage state and federal funding spreading the local funds out to accomplish larger segments of sidewalk improvements.

SANDAG is currently in the process of developing a Sustainable Communities Plan. It is highly recommended that the City coordinate with SANDAG and other regional partners to incorporate sections of the proposed sidewalk improvements into larger regional projects to help expedite implementation.

Leveraging SANDAG’s planning efforts will also help the City become eligible for state funding sources as described below.

In addition to the regional funding opportunities through SANDAG, below are state sources that the City could target with the assumption that the sidewalk improvements would be combined with other bike and pedestrian safety enhancements as well as ADA improvements, transit projects, or larger corridor improvement projects. Connectivity to schools and transit, disadvantaged areas, or areas with health concerns are also important aspects to make a project more competitive for funding.

Potential state funding sources:
• California Active Transportation Program (ATP) (https://dot.ca.gov/programs/local-assistance/fed-andstate-programs/active-transportation-program) • Call for projects in March
• Typical awards range from $2M to $10M
• More competitive when serving a broad range of active transportation users:
o Safe Routes to School
18 o Connections to community services
o Combined with bicycle improvements
o Safety enhancements included for pedestrian crossings and intersection improvements
o ADA enhancements included
o Transit Connections
• Competitive projects are developed from an Active Transportation Plan with a focus on public outreach, more specifically to disadvantages areas of the community • Clean California Grant Program (https://cleancalifornia.dot.ca.gov/local-grants/local-grant-program); • Call for projects in January
• Typical awards range from $1M to $5M
• More competitive with bicycle improvements, ADA, pedestrian safety, and beautification elements
• SB1 - Solutions for Congested Corridors Program (https://catc.ca.gov/programs/sb1/solutions-forcongested-corridors-program); • Call for projects in August
• Typical awards range from $2M to $10M for smaller cities (few awards) • Project Criteria: safety; congestion; accessibility; economic development, job creation and retention; air pollution and greenhouse gas emission reductions; efficient land use; level of matching funds; and the ability to complete the project in a timely manner. • Project was developed from a comprehensive multimodal corridor plan Federal funding sources will be highly competitive and will require the sidewalk improvements to be tied together with a much larger roadway or corridor improvement project. Most of the sidewalk improvements would not be competitive for these funding sources. Potential Options for Federal Funding include:
• Federal Transit Administration (FTA) funding could be used if the project closed a gap or improved pedestrian safety and access to transit facilities. Coordination with San Diego Metro Transit System (MTS) and SANDAG would be recommended to review opportunities for partnering on larger regional transit projects where sidewalk and pedestrian enhancements could be incorporated. • FHWA offers the Rebuilding American Infrastructure with Sustainability and Equity (RAISE) and Infrastructure for Rebuilding America (INFRA) programs that may include bike and pedestrian improvements. Coordination with SANDAG would be required to determine if any portions of the sidewalk improvements could be included with a larger regional project to be competitive. 19 5.0 CONCLUSIONS
The City of Lemon Grove Sidewalk Master Plan successfully analyzed the public concrete structures, assessed their deficiencies, and is ready for integration into the City’s asset management program. The plan will help the City proactively plan out repairs and funding rather than react to complaints or emergencies as they happen. This report is supplementary to the GIS deliverable which provides all the data collected throughout the project and is available for input into Cityworks asset management program.

This study digitized roughly 60 miles of sidewalks, 65 miles of sidewalk gaps, and had field crews walk all 60 miles of sidewalks to identify, classify, and photograph over 4,000 existing defects. The defects were then prioritized, assigned solutions, and opinions of probable construction costs were calculated. The total opinion of probable construction cost for the 4,237 defects totals just over $4.5 million dollars. The plan also provides supplemental data in the Walkability Study that is intended to be used by the City to further prioritize the repairs and additions of sidewalks citywide.

By maintaining and updating this dataset, the City can continue to improve the public sidewalks, improving the space for all. The plan’s results are available to be integrated into the City’s existing GIS and Cityworks systems, allowing for the City to continue to modify and update the corrected inventory, and proactively plan improvements into the future.
20 6.0 Appendix
A. Exhibits
B. Schema
C. Walkability Study
A
A. Exhibits
58th
S
Re dwood St
Roswell St
Pyramid
St
pe St
las Radio
ystem
Streamview D r
College Grove
Dr
Buena Vista Ave
North Ave
Central Ave
Boren St
Celia V ista Dr
Violet St
S an Miguel Ave
Maria
Pacific Ave
Thorn St
asita Way
Eastridge Dr
High St
O rien Ave
Skyline Dr
Massachusetts Ave
Palm St
Broadway
Federal Blvd
San Miguel Ave
e Ave
94 NB San Diego
Chollas Heights
HSG
Marketplace at
the Grove
Chollas CP
LEMON
GROVE
Brooklyn Ave
69th St
Tooley St
Canton Dr
Larwood Rd
Berry St
Woodrow Ave
Mt Vernon St
San
Altos
P
H
l
il ger St
Angelus
Ave
65th St
Ens enada St
Rad io Dr
Primera
St
Bonita S t
Broadway
Eldora St
Skyline Dr
60th St
Mallard St
Lemon
Grove
Ave
94 Encanto
Expressway
Openspace

ENCANTO
Central Ave
Washington St
Fairway
Dr
Roy St
High St
Oliv
Sweetwater Rd
Palm St
Troy St
Broadway
125
Harness St
Helix St
Carlsbad
St
Ildica St
Ildica St
Mt Vernon St
Cardiff St
Tyler St
125
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EXHIBIT 1
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Legend
Public Sidewalk
Inventory
Public Sidewalk Gaps
City Boundary

LEMON GROVE

SIDEWALK CENTERLINES

AND GAPS MAP
Note: If a street within the City
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representing sidewalk inventory or
gap, that street is considered a
private street.

Jeff St
Streamview Dr
Gayle
St
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ollege
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College Ave
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St
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ms St
Glade
St
Glade St
Hasty St
Thorn St
Kerch St
Nelson St
D
e
m
u
s
St
College
Ave
Chol las
Heights
Res er v oir
Fauna Dr
Indian
Fig
Dr
College Grove Dr
94 NB San Diego
Chollas Heights
HSG
Tooley St
Oriole
St
R
e
public
St
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wan St
Winnett St
Federal Blvd
Mallard St
Big K Market
Radio
Dr
Republic St
63rd St
Wunderlin Ave
Eider St
Broadway
Clear. Site 762
Radio Cyn Ext
Openspace
H
o
p
e
St
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College Grove Dr
69th St
69th St
Billm
an St
Celia Vista Dr
College Ave
College Ave
Racine
Rd
Arago
n
Dr
Thorn St
Bing St
Meridian Ave
Waite Dr
Casita Way
Marlowe Dr
Vista Grande Dr
Suff olk
Dr
Zena Dr
Loma Alta Dr
Na s
sa u Dr
Lemarand Ave
Donna Ave
Shirlene Pl
Veronica Ave
College Ave
94 6B
6 Walmart
Rolando Park
Elementary
College Grove Way
69th St
Central Ave
MacArthur Dr
San Miguel Ave
Jaynia Pl
Cedral Pl
College
Grove
Dr
Hibiscus Dr
Federal Blvd
94 6A
Sam's Club
Thompson
Building
Materials
Sally Beauty
Supply
Jamba Juice
ARCO
Marketplace at
the Grove
Radio Dr
Mulberry St
Tiffin Ave
Klauber Ave
MacArthur Dr
69th St
S
wan St
Springfield St
Springfield St
Plover St
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Charlene Ave
Alcedo S
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luebird St
69th
69th St
Mallard St
Madera
St
Radio Dr
Bittern St
Gibson
St
69th St
Broadway
65th St Scimita r Dr
Tangelos Pl
Hilger St
Plo ver St
Tarbox
St
Wunderlin Ave Wunderlin Ave
Wren St
Evelyn
St
Encanto CP
Clear. Site 761
Encanto
Elementary

ENCANTO
Paula S
Orien Ave
King St
Paula St
Violet St
West St
West St
North Ave North Ave
Harris St Harri s St
Charles St
Hoffman Ave
Vista Ave
Vista Ave
Waite Dr
Pearson St
Pearson St
Citrus St Citrus St
Bass St
Capitol St
Carmenita Rd
Pacific Ave
King St
Marian St
Broadway
Waite Dr
7 7
Vista La Mesa
Academy
San Miguel Ave
Central Ave
Citrus St
Ro semary Ln
Casa Ln
Corona St
Corona St
Daytona St
Nina Rd
Vista Ave
Cornelius Pl
B
onita
St
B
onita St Clari ssa
Ct
Glebe Rd
Florine Dr
Fisher Ln
Drew Ln
San Miguel Ave
Massachusetts Ave
San Miguel
Elementary
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Corta
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La
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McKnight Dr
Dartmoor Dr
Bonita St
Madera
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Primera
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Denstone Pl
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Berr yland
Ct
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Mt Vernon St
Main
St
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Altos
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assachusetts A
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Deville
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Primera
St
Di Marino
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Larwood
Rd
San
Altos
Pl
Avalon Way
Madera
St
Armacost Rd
Imperial Ave
Lemon
Grove
Ave
Eastridge Dr
Apore St
MTS-Orange
Line
Grove St
Sac ram ento Dr
Waite Dr
Chicago Dr
High St
Golden Ave
North Ave North Ave
Lemon Ave
Lemon Grove Way
Lester Ave
Pacific Ave
E astridge Dr
Main St
Lemon Grove Ave
94 8
8 Home Depot
JOANN Fabric
and Craft Stores
Berry's Athletic
Supply
Harbor Freight
Tools
Grove Market
Papa John's
Econo
Lodge-Lemon
Grove
Toda Moda
Mario's Family
Clothing Center
Union Bank
7-Eleven
Courtesy TV
LEMON
GROVE
New Jersey Ave
Buena Vista Ave
Central Ave
Olive St
Olive St
Cypre ss
Ave
Cypress Ave
Longdale Dr
Roosevelt Ave
School Ln
Montana St
Tweed St
Madison Ave
Citro
nella
St
Hardy Dr
Church St
Lincoln St
Arcadia Ave
Main
St
Grange St
Nida Pl
San Miguel Ave
Le
m
o
n
Grove
Av
e
Palm St
Skyline Dr
Kempf St
Lemon Grove
Academy for the
Sciences and
Humanities
MTS-Orange
Line
Englewood Dr
Dayton
Dr
Alton Dr
Barton Dr
Elroy Dr
Main
St
Circl e Dr
Dupont Dr
Canton Dr
Canton Dr
Colfax Dr
Eldora St
Sherwood Dr
Edgerton Dr
Cypress Ave
Beryl St
Mt Vernon St
Mt Vernon St
Noble
St
Ensenada St
Alton Pl
Ravenwood Dr
Loma Dr
Skyline Dr
Lemon
Grove
Ave
Monterey
Heights
Elementary
Woodrow
Ave
Taft St
Canton Dr
Marjorie Dr
Car St
Lansing Dr
Bakersfield St
Solana St
Dup
ont Dr
Glencoe Dr
Calvocado St
Harlan
Cir
Hughes St
Braddock St
Helm St
Britain St
Zemco Dr
Larwood Rd
Shipley Ct
Jud St
Jamacha Rd
Encanto
Expressway
Openspace
94 MTS-Orange Line
Golden Ave
P
ar Dr
Trophy Dr
Washington St
Riviera Dr
Lemon Grove Way
Sweetwater Way
High St
Grove St
Kane Dr
Qu arry
Rd
Kempf St
Broadway
Sweetwater Rd
Martin Luther King Jr Fwy
Martin Luther King Jr Fwy
9B
94 125
15 9B
9A
Grove Motel
St. John of the
Cross School
Camino de las Palmas
Myra St
Golden
Ave
Washington S
Jefferson St
t
Roy St
Longdale Dr
Adams St
Lincoln St
Palm Ln
Darryl St
Crane
St
Dennis Ln
Mulder St
Crestline Dr
Palm St
Troy St
125
125
Mt. Vernon
Elementary
Drexel Dr
Washington St
Washington St
Ildica St
Enfield St
Mazer St
Siegle Dr
Blossom Ln
Canton Dr
Di Foss St
Ca
mino
de las
Palmas
Walbollen St
Blossom
Hill Dr
Mt Vernon St
Vernier Dr
Golden Ave
Panchoy Ln
Sarawak Dr
Lawton Dr
Elkhorn
St
Tarleton St
Folkestone St
125
Carlsbad St
Co rnwall St
Brampton St
Osage Dr
Osage
Dr
Enfield St
Darby
St
Ca meron Dr
Elkelton Blvd
Potrero St
Billo
w
Dr
Walbollen St
Lansing Dr
Drexel Dr
Dorchester St
Tarleton St
C
ardiff St
Purdy St
Wade St
Stansbury St
Jamacha Rd
Skyline Dr
Mount Miguel
High
Avondale
Elementary
Lighthouse
Christian
Academy
F
airwa
y
Dr
Fairway Dr
Par Dr
Golf Dr
Niblick Dr
Link Dr
Birdie Dr
Nereis Dr
B entley Dr
Foursome
Dr
Orion Dr
L ake view Dr
94 Central Ave
Central Ave
Lamar St
Valencia St
S
weetwater Rd
Troy St
125
Ildica St
Tyler St
Crofton St
Hawkins Way
Central Ave
125
125
Ildica Park
Rinda Ln
Helix St
Harness St
Bigford
S
E
t
lkelton Blvd
Gowin St
Janice St
Coushatta Ln
Spring Vista Way
Eileen St
Helix Ct
S
w
e
etw
ater R
d
Jamacha Rd
125
13 Esri Community Maps Contributors, SanGIS, California State Parks, © OpenStreetMap, Microsoft, Esri, HERE, Garmin, Foursquare, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, Bureau of Land Management, EPA, NPS, US Census Bureau, USDA Legend
City Boundary
Crossings
SidewalkCurbRamps
SidewalkEndPoint
Sidewalk Defects
Cleanliness
Cracking
Cross Slope
Horizontal Fault
Obstructions
Ponding
Spalling
Vertical Fault: 0.5 - 1 in
Vertical Fault: 1 - 3 in
Vertical Fault: >3 in

SIDEWALK DEFECT

CLASSIFICATION MAP
0 200 400 800
Feet
\\woodrodgers.loc\ProductionData\Jobs\Jobs\8875_Lemon_Grove\8875001_Lemon_Grove_Sidewalk_Master_Plan\GIS\ArcGISPro\JN8875001_LemonGroveSMP_C.aprx 1/19/2023 2:21 PM cshowley NORTH
EXHIBIT 2
58th
S
Re dwood St
Roswell St
Pyramid
St
pe St
las Radio
ystem
Streamview D r
College Grove
Dr
Buena Vista Ave
North Ave
Central Ave
Boren St
Celia V ista Dr
Violet St
S an Miguel Ave
Maria
Pacific Ave
Thorn St
asita Way
Eastridge Dr
High St
O rien Ave
Skyline Dr
Massachusetts Ave
Palm St
Broadway
Federal Blvd
San Miguel Ave
e Ave
94 NB San Diego
Chollas Heights
HSG
Marketplace at
the Grove
Chollas CP
LEMON
GROVE
Brooklyn Ave
69th St
Tooley St
Canton Dr
Larwood Rd
Berry St
Woodrow Ave
Mt Vernon St
San
Altos
P
H
l
il ger St
Angelus
Ave
65th St
Ens enada St
Rad io Dr
Primera
St
Bonita S t
Broadway
Eldora St
Skyline Dr
60th St
Mallard St
Lemon
Grove
Ave
94 Encanto
Expressway
Openspace

ENCANTO
Central Ave
Washington St
Fairway
Dr
Roy St
High St
Oliv
Sweetwater Rd
Palm St
Troy St
Broadway
125
Harness St
Helix St
Carlsbad
St
Ildica St
Ildica St
Mt Vernon St
Cardiff St
Tyler St
125
SanGIS, California State Parks, Esri, HERE, Garmin, Foursquare, SafeGraph, GeoTechnologies, Inc, METI/ NASA, USGS, Bureau of Land Management, EPA, NPS, US Census Bureau, USDA 0 0.2 0.4 0.8
Miles
\\woodrodgers.loc\ProductionData\Jobs\Jobs\8875_Lemon_Grove\8875001_Lemon_Grove_Sidewalk_Master_Plan\GIS\ArcGISPro\JN8875001_LemonGroveSMP_C.aprx 3/17/2023 3:06 PM cshowley NORTH
Legend
Sidewalk Defect Scores
2 5
6 8
10 City Boundary

LEMON GROVE

SIDEWALK ASSESSMENT

DEFECT HEAT MAP
EXHIBIT 3
B. Schema
DATE 1/20/2023
PROJECT: Lemon Grove Sidewalk Master Plan
LOCATION: Lemon Grove
SUBJECT: Sidewalk Master Plan and Right-of-Way Inventory Feature: Assessment Points
Field Name Description
OBJECTID * GIS generated unique ID
Facility Type
Field input to define whether the condition assessment was on the sidewalk or a curb ramp
Defect Type
Field input to define defects of cracking, cleanliness, spalling, obstructions, cross slope, ponding, vertical fault (1/2 -1", 1-3", and >3"), horizontal fault Defect Length Field input to define the length of the defect if the picture doesn’t capture it all Solution Auto populated using the combination of defect type and length of defect Cost Auto populated based on the solution type and local bid history Score Auto populated based on the scoring criteria
Priority Empty field for future detail to be added
created_user Person who created the point
created_date When the point was created
last_edited_user Last person to edit the point
last_edited_date Last time the point was edited
Condition Empty field for future detail to be added
ADA Compliance Empty field for future detail to be added OLDGLOBAL Superseded global ID
APN Assessor's parcel number
APN_8 Assessor's parcel number 8-digit value
OWN_NAME1 Owner on record of parcel
SITUS_JURI Parcel's jurisdiction
SITUS_STRE Parcel's street name
SITUS_SUFF Parcel's street name suffix
SITUS_ADDR Parcel's street address number
SHAPE * Point in GIS
GlobalID * GIS ID to keep uniqueness across replicas, automatically assigned PIC_URL URL of assessment picture
Defect Width Width of defect
SurveyedDate Date of field survey
Surveyor Field surveyor email
DATE 1/20/2023
PROJECT: Lemon Grove Sidewalk Master Plan
LOCATION: Lemon Grove
SUBJECT: Sidewalk Master Plan and Right-of-Way Inventory Feature: SidewalkCurbRamps
Field Description
OBJECTID * GIS generated unique ID
GlobalID * GIS ID to keep uniqueness across replicas, automatically assigned Facility Identifier Empty field for future identification to be added Ramp Type Empty field for future detail to be added
Detectable Warning Empty field for future detail to be added Width Empty field for future detail to be added
Slope Empty field for future detail to be added
Install Date Empty field for future detail to be added
Condition Empty field for future detail to be added
Owned By Empty field for future detail to be added
Managed By Empty field for future detail to be added
created date When the point was created
created user Person who created the point
last_edited_date Last time the point was edited
last_edited_user Last person to edit the point
SHAPE * Point in GIS
ADA Compliance Level of compliance each curb ramp is either meets, some, or none compliance Defect Type
Field input to define defects of cracking, cleanliness, spalling, obstructions, cross slope, ponding, vertical fault (1/2 -1", 1-3", and >3"), or horizontal fault Defect Length Empty field for future detail to be added DATE 1/20/2023
PROJECT: Lemon Grove Sidewalk Master Plan
LOCATION: Lemon Grove
SUBJECT: Sidewalk Master Plan and Right-of-Way Inventory Feature: Sidewalk_Gaps
Field Description
OBJECTID * GIS generated unique ID
Shape * Polyline
GlobalID * GIS ID to keep uniqueness across replicas, automatically assigned Facility Identifier Empty field for future identification to be added Surface Type Empty field for future detail to be added
ADA Compliant Empty field for future detail to be added Condition Empty field for future detail to be added
Width Empty field for future detail to be added
Install Date Empty field for future detail to be added
Owned By Empty field for future detail to be added
Managed By Empty field for future detail to be added
created_date When the point was created
created_user Person who created the point
last_edited_date Last time the point was edited
last_edited_user Last person to edit the point
APN Empty field for future detail to be added
Sidewalk Marks if a sidewalk is a sidewalk or not
Curb and Gutter Marks if a sidewalk has a curb and gutter Length Length in miles
Curb Height Empty field for future detail to be added
Issue Empty field for future detail to be added
Comment Empty field for future detail to be added
Evaluated Notes that gaps were not evaluated because the sidewalk doesn't exist Shape_Length GIS geometry of polyline
DATE 1/20/2023
PROJECT: Lemon Grove Sidewalk Master Plan
LOCATION: Lemon Grove
SUBJECT: Sidewalk Master Plan and Right-of-Way Inventory Feature: Sidewalk_Inventory
Field Description
OBJECTID * GIS generated unique ID
CateTitle Defines entity as sidewalk
WIDTH Sidewalk width length in meters
WIDTH FEET Sidewalk width length in feet
Surveyed Notes if the sidewalk was surveyed in the field or not RouteID Empty field for future detail to be added
StreetOwner Field input to define private or public
APN Assessor's parcel number
APN_8 Assessor's parcel number 8-digit value
OWN_NAME1 Owner on record of parcel
SITUS_JURI Parcel's jurisdiction
SITUS_STRE Parcel's street name
SITUS_SUFF Parcel's street name suffix
SITUS_ADDR Parcel's street address number
Shape * GIS geometry of polyline
Curb Height Field input to define height of curb
Curb and Gutter Field input to define yes or no
Width Width of sidewalk during field survey
Surface Type Field input to define concrete, asphalt, or paver Shape.STLength() GIS geometry of polyline
DATE 1/20/2023
PROJECT: Lemon Grove Sidewalk Master Plan
LOCATION: Lemon Grove
SUBJECT: Sidewalk Master Plan and Right-of-Way Inventory Feature: Crossings
Field Description
OBJECTID * GIS generated unique ID
SHAPE * Polyline
Material Field input to define concrete or asphalt
GlobalID * GIS ID to keep uniqueness across replicas, automatically assigned created_user Person who created the point
created_date When the point was created
last_edited_user Last person to edit the point
last_edited_date Last time the point was edited
Crosswalk Field input to define yes or no
Cross Gutter Field input to define yes or no
DATE 1/20/2023
PROJECT: Lemon Grove Sidewalk Master Plan
LOCATION: Lemon Grove
SUBJECT: Sidewalk Master Plan and Right-of-Way Inventory Feature: SidewalkEndPoint
Field Name Description
OBJECTID * GIS generated unique ID
EndPointType Field input to define intersection, commercial driveway, gap, and tee SHAPE * Point in GIS
GlobalID * GIS ID to keep uniqueness across replicas, automatically assigned created_user Person who created the point
created_date When the point was created
last_edited_user Last person to edit the point
last_edited_date Last time the point was edited
C. Walkability Study
1 1.0 WALKABILITY STUDY
As part of the City of Lemon Grove’s Sidewalk Master Plan, this Citywide Walkability Study serves to provide data and analysis concerning the walkability of the City and provide additional data to assist in the prioritization of sidewalk improvements and additions citywide.

1.1 Public Facilities with High Pedestrian Traffic
Key points of interest where pedestrians might frequent were gathered to identify areas with a high potential of pedestrian traffic. These features, known as pedestrian attractors, include schools, government buildings, transportation stops, civic facilities (libraries, museums, post offices), shopping centers, and parks. Based on guidance from the April 2015 City of San Diego Final Draft Pedestrian Master Plan (PMP), the features were classified into seven (7) pedestrian attractor types and a 0.25 mile diameter buffer was applied to each of these attractors. Each buffer was assigned a score, as seen in Table 1. The 0.25 mile diameter was deemed a walkable distance based on the San Diego PMP and pedestrians would potentially walk longer because of the turns necessary to take in a grid neighborhood.

Table 1: Pedestrian Attractor Score
Pedestrian Attractor Attractor
Score
Parks & Recreation (excluding non-useable open space) 1 Middle School 2
Neighborhood Civic Facilities (Libraries, Post Office & Religious Facilities) 2 Retail 2
Elementary School (Including Private) 3
Transit Stop (<1,000 boardings per day) 3
Major Transit Stop (>1,000 boardings per day) 4
The scores of the attractor buffer were summed based on their overlapping boundaries and can be seen in the attached heat map. The overlapping zones have scores ranging from 1-35. The higher scored zones occur where multiple pedestrian attractors have overlapping buffers. The highest score of 35 occurs at the intersections of Golden Ave and School Ln, and Pacific Ave and Main St where there are overlapping buffers of transit stops, major transit stops, retail, parks, civic facilities, and middle and elementary schools.

1.2 Safe Routes to School
Schools identified for this task are Montgomery Heights Elementary, Saint John of the Cross, Mount 2 Vernon Elementary, San Altos Elementary, Lemon Grove Academy for the Sciences and Humanities, San Miguel Elementary, Christian Creative Learning Academy, Shiloh Christian Academy, and Lighthouse Christian Academy.

The existing safe routes to school street sections were flagged and the sidewalk inventory was assessed around these locations. The locations had sidewalks present so the focus of this exercise was to identify the deficiencies around a walkable space around sites. Using the same 0.25 mile buffers as in Task 10, sidewalk deficiencies and gaps around each school were identified and quantified below.

Table 2: Defects Around Safe Routes to School
School
Defect Type
Christian
Creative
Learning
Academy
Lemon
Grove
Academy
for the
Sciences &
Humanities
Lighthouse
Christian
Academy
Montgomery
Heights
Elementary
Mount
Vernon
Elementary
Saint
John
of the
Cross
San Altos
Elementary
San Miguel
Elementary
Shiloh
Christian
Academy
Totals
Cleanliness 7 4 8 3 5 3 11 3 2 46
Cracking 22 32 7 2 4 4 3 1 0 75
Cross Slope 2 1 0 0 0 0 0 0 0 3
Horizontal
Fault 1 2 0 0 1 0 2 0 0 6
Obstructions 0 0 4 0 1 1 0 1 1 8
Ponding 0 2 0 0 0 0 0 0 0 2
Spalling 27 676 16 8 35 31 57 31 12 893
Vertical
Fault 0.5 - 1
in 17 15 10 3 8 8 16 6 19 102
Vertical
Fault 1 - 3 in 4 4 2 1 4 4 1 1 0 21
Vertical
Fault > 3 in 0 0 0 0 0 0 0 0 0 -
Total Gaps
(Linear
Feet) 8,157

6,825 1,349 3,424

238

4,150 2,203 904 6,991 34,241
Based on the number of total defects and sidewalk gaps, the following recommendations and conclusions can be made:
• The total defects due to spalling greatly out way all the other defects. • San Altos Elementary along with Lemon Grove Academy for Sciences and Humanities are the top two school zones that have the most defects in the sidewalk. • The sidewalk gaps are very large during certain schools such as the Christian Creative Learning Academy and Shiloh Christian Academy.

This information is available through the GIS datasets and helped inform the traffic count locations. 3 1.3 Pedestrian Traffic Counts
Traffic counts were performed on December 15, 2022, from 7-9 am and 2-4 pm. The locations of interest are based on their proximity to pedestrian attractors and schools as well as the condition of the sidewalks around the locations.

The intersections chosen can be seen in the attached exhibit and include:

1. Grove St and Lester Ave

2. New Jersey Ave and Central Ave

3. Kempf St and Lincoln St

4. Washington St and Mt Vernon St

5. The intersection of Lemon Grove Ave, El Dora St, Massachusetts Ave, and Canton Dr.

Locations 3, and 4 are within the 0.25 mile buffer zone of schools and Locations 2 and 5 are near schools.

Location 1 is in an area with a high volume of homeless people and minimal sidewalks. Total counts for vehicles, adult pedestrians, child pedestrians, and bikes can be found attached to this study, and a summary of the cars and pedestrians can be found below in Table 3.

Table 3: Pedestrian Count Summary
Vehicles Pedestrians
Intersection AM PM AM PM

1. Grove St and Lester Ave 734 823 28 29

2. New Jersey Ave & Central Ave 806 1,104 21 24

3. Kempf St & Lincoln St 1,483 1,596 31 72

4. Washington St & Mt Vernon St 871 734 18 26

5. Lemon Grove Ave & El Dora St & Massachusetts Ave & Canton Dr 2,686 3,200 46 41
Based on the findings of this traffic count, the following recommendations and conclusions can be drawn:
• There is a high volume of children that are walking at the same time as high volume of cars around the middle school. Expanded sidewalks could create a safer environment. • Mt Vernon Elementary does not have many pedestrians but does have a lot of car traffic. Expanded sidewalks could facilitate more pedestrian traffic.
• Positively, pedestrians seem to be using sidewalk infrastructure if it exists. If there is a crosswalk on one side of the street, a higher number of pedestrians will use that over the non-crosswalk side.

However, it seems that when there are no crosswalks, the pedestrians will cross the street from the side where sidewalks exist.
• There are some intersections with the large number of pedestrians walking on a street. 4 1.4 Streets to be Designated as Rural or Urban Development Zones
Streets will be designated as rural or urban based on the land use of the adjacent properties. The Lemon Grove General Plan states that land use categories were developed according to the permitted density/intensity. The maximum amount of development that can occur within each land use category is shown in Table CD-1 of the Lemon Grove General Plan, 1996. According to the Lemon Grove General Plan, residential densities below 14 units per acre usually consist of detached separated houses while greater densities consist of attached units, such as duplexes, apartments, and condos.

The City of San Diego uses similar land use categories. According to the City of San Diego General Plan, the City has primarily two tiers of land:
• Proposition ‘A’ Lands (Managed Growth Initiative) – characterized by very low-density, residential, open space, natural resource-based park, and agricultural uses; • Urbanized Lands – Characterized by older, recently developed, and developing communities at urban and suburban levels of density and intensity.

The definition of urban and rural land is not stated in the Lemon Grove General Plan or the City of San Diego General Plan. Therefore, it is recommended that a land use of low-density residential, parks, and open space be defined as rural, while land use such as medium/high density residential, commercial, and industrial be defined as urban.

This table quantifies the defect types and total gaps per roadway classification. This data was collected using ArcGIS Pro, where we designated each roadway, a classification based off its cross section. By doing that we were able to create a buffer on each different roadway classification and use the data of the sidewalk gaps and sidewalk defects to see how many there were in each roadway classification. 5 Table 4: Defects Along Streets to be Designated as Rural or Urban Development Zones Roadway Classification
Defect Type
FourLaneMajor
Class I
Collector
Class II
Collector
Class III
Collector
Residential/Local
Collector Totals
Cleanliness 21 0 68 56 246 391
Cracking 118 0 77 70 328 593
Cross Slope 4 0 1 3 8 16
Horizontal Fault 12 0 10 5 37 64
Obstructions 5 0 28 13 37 83
Ponding 7 0 1 1 9 18
Spalling 145 0 347 233 1345 2,070
Vertical Fault 0.5 - 1 in 59 0 125 132 560 876
Vertical Fault 1 - 3 in 10 0 11 13 90 124
Vertical Fault > 3 in 0 0 0 0 2 2
Total Gaps (Linear Feet) 13,340 1,010 10,451 62,121 234,352 321,275 Based on the number of total defects and sidewalk gaps, the following recommendations and conclusions can be made:
• The number of defects in the sidewalk and the total gaps in the sidewalk are both very high. • Residential areas have a significantly higher amount of sidewalk defects and gaps than any other roadway type.
• Spalling is tremendously higher than any other sidewalk defect.

1.5 Ultimate Street Design Criteria
Based on conversations with City staff and review of neighboring community roadway cross-section updates, the attached roadway classifications and associated cross-sections were provided as a potential update to relocate the parkway strip to between the curb and sidewalk. See attached for exhibit of crosssections for the recommended update to the general plan approved cross sections.

1.6 Update City’s Proposed Ultimate Right-of-Way
This section along with the supplemental GIS feature classes provide an approach in which the City can use to collect and file right-of-way (ROW) data as it is collected. The attached Right-of-Way Length Map uses the available GIS data to approximate the existing ROW length from each parcel line to the road centerline.
6 The user needs the following to update the data:
• ESRI ArcMap or ArcPro
• LemonGrove_ParcelsPolylines_ROW (GIS feature class)
• APN number of the parcel in which they are going to be updating the ROW extents First the Map will need to be opened and the “LemonGrove_ParcelsPolylines_ROW” feature class will need to be referenced into the map. Once that is open the user can proceed with the following:

Figure 1: Example ESRI ArcPro Map for User Updates
• Using the Select By Attributes function, the user will search the “LemonGrove_ParcelsPolylines_ROW” dataset for the APN number they are working on. 7 Figure 2: Example APN Search
• The user can then view the current ROW approximation.

Figure 3: Example Current ROW Length
• The user can then update the following fields with the new data. o Updated ROW Length
o Source of Updated Length
o User who Entered Update
o Date the Update was Entered
o Update Reference Document
• As the ROW lengths and documents are recorded the file will become more accurate and will eventually provide a true ROW feature for the City.
•

2.0 Attachments

1. Pedestrian Traffic Map

2. Safe Routes to School Map

3. Pedestrian Count Intersection Map

4. Traffic Count Results

5. Roadway Classifications Map

6. Urban and Rural Cross Section Exhibit

7. City Right-of-Way Heatmap
Pedestrian Traffic Map
Re dwood St
58th
S
l St
Roswell St
rape St
Pyramid
St
ollas Radio
System
Loma Alta D
Buena Vista Ave
Maria
Pacific Ave
College Grove
Dr
Streamview D r
Central Ave
Violet St
asita Way
Boren St
O rien Ave
S an Miguel Ave
High St
Thorn St
North Ave
Broadway
Massachusetts Ave
Federal Blvd
San Miguel Ave
Skyline Dr
Palm St
e Ave
94 NB San Diego
Chollas Heights
HSG
Marketplace at
the Grove
Chollas CP
LEMON
GROVE
Primera
St
Angelus
Ave
69th St
Hil ger St
Canton Dr
Larwood Rd
Rad io Dr
Ens enada St
65th St
El Prado
Ave
Tooley St
Bonita S t
Madera
St
Woodrow Ave
Eldora St
Brooklyn Ave
Broadway
Mt Vernon St
Berry St
Skyline Dr
Mallard St
60th St
Lemon
Grove
Ave
94 Encanto
Expressway
Openspace

ENCANTO
Niblick Dr
Washington St
Central Ave
High St
Roy St
Crane
St
Broadway
Troy St
Palm St
Sweetwater Rd
125
Harness St
Tyler St
Carlsbad
St
Ildica St
Ildica St
Helix St
Billow
Dr
Mt Vernon St
125
SanGIS, California State Parks, Esri, HERE, Garmin, Foursquare, SafeGraph, GeoTechnologies, Inc, METI/ NASA, USGS, Bureau of Land Management, EPA, NPS, US Census Bureau, USDA 0 0.2 0.4 0.8
Miles
\\woodrodgers.loc\ProductionData\Jobs\Jobs\8875_Lemon_Grove\8875001_Lemon_Grove_Sidewalk_Master_Plan\GIS\ArcGISPro\JN8875001_LemonGroveSMP_AT.aprx 11/21/2022 3:27 PM cshowley NORTH
Legend
Pedestrian Attractors
Neighborhood Civic
Facilities (Libraries,
Post Office &
Religious Facilities)
Elementary School
(Including Private)
Major Transit Stop
(>1,000 boardings
per day)
Middle School
Parks & Recreation
(excluding nonuseable open space)
Retail
Transit Stop (<1,000
boardings per day)
Pedestrian Attractor Score
1-5
6-10
11-15
16-20
21-25
26-30
31-35
City Boundary
Pedestrian Attractor Attractor Score
Parks & Recreation (excluding non-useable open space) 1 Middle School 2
Neighborhood Civic Facilities (Libraries, Post Office & Religious Facilities) 2 Retail 2
Elementary School (Including Private) 3
Transit Stop (<1,000 boardings per day) 3
Major Transit Stop (>1,000 boardings per day) 4

LEMON GROVE

PEDESTRIAN TRAFFIC MAP
Safe Routes to School Map
Esri, NASA, NGA, USGS, FEMA, SanGIS, California State Parks, Esri, HERE, Garmin, Foursquare, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, Bureau of Land Management, EPA, NPS, US Census Bureau, USDA
Legend
City Boundary
School Buffer--1/4 Mile
Diameter
Sidewalk Gaps
Sidewalk Defects
Cleanliness
Cracking
Cross Slope
Horizontal Fault
Obstructions
Ponding
Spalling
Vertical Fault: 0.5 - 1 in
Vertical Fault: 1 - 3 in
Vertical Fault: >3 in
0 0.2 0.4 0.8
Miles

LEMON GROVE

SAFE ROUTES TO SCHOOL MAP NORTH
Pedestrian Count Intersection Map
58th
S
Re dwood St
Pyramid
St
Roswell St
pe St
las Radio
ystem
Celia V ista Dr
Buena Vista Ave
Violet St
Streamview D r
North Ave
Central Ave
Boren St
Eastridge Dr
High St
S an Miguel Ave
Thorn St
College Grove
Dr
Maria
asita Way
O rien Ave
Pacific Ave
Massachusetts Ave
San Miguel Ave
Broadway
Federal Blvd
Palm St
Skyline Dr
e Ave
94 NB San Diego
Chollas Heights
HSG
Marketplace at
the Grove
Chollas CP
LEMON
GROVE
Winnett St
Madera
St
Canton Dr
Rad io Dr
Larwood Rd
Berry St
Brooklyn Ave
Mt Vernon St
San
Altos
Pl
Primera
St
Broadway
65th St
Woodrow Ave
Angelus
Ave
Eldora St
Bonita S t
Hil ger St
Ens enada St Skyline Dr
60th St
Mallard St
Lemon
Grove
Ave
94 Encanto
Expressway
Openspace

ENCANTO
Lamar St
Washington St
Fairway
Dr
High St
Oliv
Roy St
Sweetwater Rd
Broadway
Troy St
Palm St
125
Ildica St
Ildica St
Harness St
Helix St
Carlsbad
St
Cardiff St
Tyler St
Mt Vernon St
125
Grove St and
Lester Ave
Central Ave and
New Jersey Ave
Kempf St and Lincoln St
Washington
St and Mt
Vernon St
Lemon Grove Ave, El
Dora St, Massachusetts
Ave, and Canton Dr.
1 2
3 4
5 SanGIS, California State Parks, Esri, HERE, Garmin, Foursquare, SafeGraph, GeoTechnologies, Inc, METI/ NASA, USGS, Bureau of Land Management, EPA, NPS, US Census Bureau, USDA 0 0.2 0.4 0.8
Miles
\\woodrodgers.loc\ProductionData\Jobs\Jobs\8875_Lemon_Grove\8875001_Lemon_Grove_Sidewalk_Master_Plan\GIS\ArcGISPro\JN8875001_LemonGroveSMP_C.aprx 12/22/2022 9:36 AM cshowley NORTH
Legend
Intersections of
Interest
Pedestrian Attractors
Neighborhood Civic
Facilities (Libraries,
Post Office &
Religious Facilities)
Elementary School
(Including Private)
Major Transit Stop
(>1,000 boardings
per day)
Middle School
Parks & Recreation
(excluding nonuseable open space)
Retail
Transit Stop (<1,000
boardings per day)
City Boundary
Intersections of
Interest--Name Label

LEMON GROVE

PEDESTRIAN COUNT

INTERSECTIONS MAP
Traffic Count Results
National Data & Surveying ServicesIntersection Turning Movement Count Location: Grove St & Lester Ave
City: Lemon Grove Project ID:

Control: 1-Way Stop(EB) Date:

NS/EW Streets:
0 1 0 0 0 1 0 0 0 1 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 3 48 0 0 0 8 2 0 0 0 0 0 0 0 0 0 61
7:15 AM 6 62 0 0 0 11 2 0 0 0 3 0 0 0 0 0 84
7:30 AM 3 72 0 0 0 13 1 0 1 0 1 0 0 0 0 0 91
7:45 AM 3 86 1 0 0 24 3 0 1 0 2 0 0 0 1 0 121
8:00 AM 1 69 0 0 0 38 0 0 0 0 7 0 0 0 0 0 115
8:15 AM 8 64 0 0 0 23 0 0 1 0 7 0 0 0 0 0 103
8:30 AM 2 50 0 0 0 18 0 0 0 0 6 0 0 0 0 0 76
8:45 AM 5 45 0 1 1 16 2 1 1 0 11 0 0 0 0 0 83

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 31 496 1 1 1 151 10 1 4 0 37 0 0 0 1 0 734 APPROACH %'s : 5.86% 93.76% 0.19% 0.19% 0.61% 92.64% 6.13% 0.61% 9.76% 0.00% 90.24% 0.00% 0.00% 0.00% 100.00% 0.00% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 15 291 1 0 0 98 4 0 3 0 17 0 0 0 1 0 430
PEAK HR FACTOR : 0.469 0.846 0.250 0.000 0.000 0.645 0.333 0.000 0.750 0.000 0.607 0.000 0.000 0.000 0.250 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 1 0 0 0 1 0 0 0 1 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 2 30 0 1 0 29 0 0 2 0 14 0 1 0 0 0 79
2:15 PM 3 32 0 0 0 33 0 0 0 0 11 0 0 0 0 0 79
2:30 PM 2 41 0 1 0 54 3 0 2 0 13 0 0 0 0 0 116
2:45 PM 2 47 0 1 0 32 5 0 5 0 15 0 0 0 0 0 107
3:00 PM 5 61 0 0 0 39 0 0 0 0 12 0 0 0 0 0 117
3:15 PM 2 41 0 0 2 51 0 0 1 0 11 0 0 0 1 0 109
3:30 PM 3 42 0 0 0 48 1 0 5 0 19 0 0 0 1 0 119
3:45 PM 4 36 1 0 1 44 0 0 2 0 7 0 1 0 1 0 97

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 23 330 1 3 3 330 9 0 17 0 102 0 2 0 3 0 823 APPROACH %'s : 6.44% 92.44% 0.28% 0.84% 0.88% 96.49% 2.63% 0.00% 14.29% 0.00% 85.71% 0.00% 40.00% 0.00% 60.00% 0.00% PEAK HR : 02:45 PM 284 0 0 TOTAL
PEAK HR VOL : 12 191 0 1 2 170 6 0 11 0 57 0 0 0 2 0 452 PEAK HR FACTOR : 0.600 0.783 0.000 0.250 0.250 0.833 0.300 0.000 0.550 0.000 0.750 0.000 0.000 0.000 0.500 0.000 Data - Totals
Grove St Grove St Lester Ave Lester Ave

0.853 0.671 0.625 0.250
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
22-040220-001
12/15/2022
02:45 PM - 03:45 PM

0.950 0.773 0.840 0.708 0.500
07:30 AM - 08:30 AM

0.888
National Data & Surveying ServicesIntersection Turning Movement Count Location: Grove St & Lester Ave
City: Lemon Grove Project ID:

Control: 1-Way Stop(EB) Date:

NS/EW Streets:
0 1 0 0 0 1 0 0 0 1 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2
7:30 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 2 0 0 0 1 1 0 0 0 0 0 0 0 0 0 4
APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 50.00% 50.00% 0.00% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
PEAK HR FACTOR : 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 1 0 0 0 1 0 0 0 1 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
2:15 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 1 0 0 0 1 0 0 1 0 0 0 0 0 0 0 3
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 2 0 0 0 3 0 0 1 0 0 0 0 0 0 0 6
APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% PEAK HR : 02:45 PM 284 0 0 TOTAL
PEAK HR VOL : 0 2 0 0 0 1 0 0 1 0 0 0 0 0 0 0 4
PEAK HR FACTOR : 0.000 0.500 0.000 0.000 0.000 0.250 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Data - Bikes
Grove St Grove St Lester Ave Lester Ave

0.250
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
22-040220-001
12/15/2022
02:45 PM - 03:45 PM

0.333 0.500 0.250 0.250
07:30 AM - 08:30 AM

0.250
National Data & Surveying ServicesIntersection Turning Movement Location: Grove St & Lester Ave Count Project ID:

City: Lemon Grove Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0
7:30 AM 1 1 0 3 0 3 0 0 8
7:45 AM 0 0 0 4 0 8 1 0 13
8:00 AM 0 0 0 0 1 0 0 0 1
8:15 AM 0 0 1 0 1 0 0 0 2
8:30 AM 0 0 0 0 1 0 0 0 1
8:45 AM 0 0 0 0 2 0 0 1 3

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 1 1 1 7 5 11 1 1 28
APPROACH %'s : 50.00% 50.00% 12.50% 87.50% 31.25% 68.75% 50.00% 50.00% PEAK HR : 07:30 AM 38 -1 -1 TOTAL
PEAK HR VOL : 1 1 1 7 2 11 1 0 24
PEAK HR FACTOR : 0.250 0.250 0.250 0.438 0.500 0.344 0.250 Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
2:00 PM 0 0 0 0 0 2 0 0 2
2:15 PM 0 0 0 0 0 1 0 1 2
2:30 PM 0 0 0 0 0 1 1 0 2
2:45 PM 0 0 0 0 5 0 0 0 5
3:00 PM 1 0 0 0 0 0 1 0 2
3:15 PM 0 0 2 0 3 2 0 0 7
3:30 PM 0 0 0 0 1 0 0 0 1
3:45 PM 0 0 0 0 1 5 0 2 8

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 1 0 2 0 10 11 2 3 29
APPROACH %'s : 100.00% 0.00% 100.00% 0.00% 47.62% 52.38% 40.00% 60.00% PEAK HR : 02:45 PM 281 -3 -3 TOTAL
PEAK HR VOL : 1 0 2 0 9 2 1 0 15
PEAK HR FACTOR : 0.250 0.250 0.450 0.250 0.250
Data - Total Peds
Grove St Grove St Lester Ave Lester Ave

0.500 0.406 0.250
07:30 AM - 08:30 AM

AM NORTH LEG SOUTH LEG EAST LEG WEST LEG

PM NORTH LEG SOUTH LEG EAST LEG WEST LEG
22-040220-001
12/15/2022

0.536 0.250 0.250 0.550 0.250
02:45 PM - 03:45 PM

0.462 0.250
National Data & Surveying ServicesIntersection Turning Movement Location: Grove St & Lester Ave Count Project ID:

City: Lemon Grove Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0
7:30 AM 1 1 0 2 0 2 0 0 6
7:45 AM 0 0 0 1 0 2 0 0 3
8:00 AM 0 0 0 0 1 0 0 0 1
8:15 AM 0 0 1 0 1 0 0 0 2
8:30 AM 0 0 0 0 1 0 0 0 1
8:45 AM 0 0 0 0 2 0 0 1 3

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 1 1 1 3 5 4 0 1 16
APPROACH %'s : 50.00% 50.00% 25.00% 75.00% 55.56% 44.44% 0.00% 100.00% PEAK HR : 07:30 AM 38 -1 -1 TOTAL
PEAK HR VOL : 1 1 1 3 2 4 0 0 12
PEAK HR FACTOR : 0.250 0.250 0.250 0.375 0.500 0.500
Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
2:00 PM 0 0 0 0 0 2 0 0 2
2:15 PM 0 0 0 0 0 1 0 1 2
2:30 PM 0 0 0 0 0 1 0 0 1
2:45 PM 0 0 0 0 1 0 0 0 1
3:00 PM 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 3 1 0 0 4
3:30 PM 0 0 0 0 1 0 0 0 1
3:45 PM 0 0 0 0 1 2 0 1 4

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 0 0 0 0 6 7 0 2 15
APPROACH %'s : 46.15% 53.85% 0.00% 100.00%
PEAK HR : 02:45 PM 281 -3 -3 TOTAL
PEAK HR VOL : 0 0 0 0 5 1 0 0 6
PEAK HR FACTOR : 0.417 0.250
Data - Peds_Adults
Grove St Grove St Lester Ave Lester Ave

0.500 0.750
07:30 AM - 08:30 AM

AM NORTH LEG SOUTH LEG EAST LEG WEST LEG

PM NORTH LEG SOUTH LEG EAST LEG WEST LEG
22-040220-001
12/15/2022

0.375 0.375
02:45 PM - 03:45 PM

0.500 0.250
National Data & Surveying ServicesIntersection Turning Movement Location: Grove St & Lester Ave Count Project ID:

City: Lemon Grove Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 1 0 1 0 0 2
7:45 AM 0 0 0 3 0 6 1 0 10
8:00 AM 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 0 0 0 4 0 7 1 0 12
APPROACH %'s : 0.00% 100.00% 0.00% 100.00% 100.00% 0.00% PEAK HR : 07:30 AM 38 -1 -1 TOTAL
PEAK HR VOL : 0 0 0 4 0 7 1 0 12
PEAK HR FACTOR : 0.333 0.292 0.250
Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
2:00 PM 0 0 0 0 0 0 0 0 0
2:15 PM 0 0 0 0 0 0 0 0 0
2:30 PM 0 0 0 0 0 0 1 0 1
2:45 PM 0 0 0 0 4 0 0 0 4
3:00 PM 1 0 0 0 0 0 1 0 2
3:15 PM 0 0 2 0 0 1 0 0 3
3:30 PM 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 3 0 1 4

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 1 0 2 0 4 4 2 1 14
APPROACH %'s : 100.00% 0.00% 100.00% 0.00% 50.00% 50.00% 66.67% 33.33% PEAK HR : 02:45 PM 281 -3 -3 TOTAL
PEAK HR VOL : 1 0 2 0 4 1 1 0 9
PEAK HR FACTOR : 0.250 0.250 0.250 0.250 0.250
Data - Peds_Kids
Grove St Grove St Lester Ave Lester Ave

0.333 0.292 0.250
07:30 AM - 08:30 AM

AM NORTH LEG SOUTH LEG EAST LEG WEST LEG

PM NORTH LEG SOUTH LEG EAST LEG WEST LEG
22-040220-001
12/15/2022

0.563 0.250 0.250 0.313 0.250
02:45 PM - 03:45 PM

0.300
Prepared by National Data & Surveying Services
ID: 22-040220-001 Day:

City: Lemon Grove Date:

AM 4 98 0 0 AM
NOON 0 0 0 0 NOON
PM 6 170 2 0 PM

AM NOON PM PM NOON AM
0 1 0 0 0 2 0 1
0 0 0 0
0 0 0 0 0 0 0 0
3 0 11 0 TEV 430 0 452 0 0 0 0
0 0 0 1 PHF 0.89 0.95
17 0 57 0
0 0 1 0

AM NOON PM PM NOON AM
PM 1 12 191 0 PM
NOON 0 0 0 0 NOON
AM 0 15 291 1 AM
0 NONE
02:45 PM - 03:45 PM 204
Grove St & Lester Ave
Peak Hour Turning Movement Count
Grove St Thursday
SOUTHBOUND 12/15/2022 PEAK HOURS 2:00 PM - 04:00 PM
07:30 AM - 08:30 AM 295 7:00 AM - 09:00 AM COUNT PERIODS NONE 2 0 1
Totals (AM) 228 Total Bikes (AM) Lester Ave EASTBOUNDWESTBOUND Lester Ave 19 0 18

CONTROL
1-Way Stop(EB)
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 115

NORTHBOUND
Grove St
Totals (NOON) Total Bikes (NOON)

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM

NOON PMNOON AMAMNOON PM PMNOON AMAMNOON PM
0 0
0 1
0 1
20 170 0
9 0
2 2
0 11
10 110 0
0 0
0 0
0 1
010
020
0 0
0 0
0 0
000
000
0 0
0 0
0 0
000
020
2 0
57 0
0 11
61702 12191
0 0
0 0 0
0 0
000
000
1 0
17 0
0 3
4980 15291
1 National Data & Surveying ServicesIntersection Turning Movement Count Location: New Jersey Ave & Central Ave
City: Lemon Grove Project ID:

Control: 4-Way Stop Date:

NS/EW Streets:
0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 2 8 2 0 2 7 5 0 4 9 0 0 0 17 6 0 62
7:15 AM 1 24 4 0 6 4 2 0 0 12 3 0 0 18 10 0 84
7:30 AM 3 14 3 0 2 12 3 0 4 27 1 0 3 24 7 0 103
7:45 AM 5 25 9 0 5 11 4 0 2 40 3 0 4 26 5 0 139
8:00 AM 7 24 9 0 10 3 4 0 3 39 0 0 9 36 9 0 153
8:15 AM 2 19 1 0 5 7 2 0 3 17 2 0 5 19 5 0 87
8:30 AM 6 6 2 0 7 13 2 0 8 18 1 0 2 19 7 0 91
8:45 AM 2 5 3 0 5 15 3 0 6 21 2 0 2 17 6 0 87

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 28 125 33 0 42 72 25 0 30 183 12 0 25 176 55 0 806 APPROACH %'s : 15.05% 67.20% 17.74% 0.00% 30.22% 51.80% 17.99% 0.00% 13.33% 81.33% 5.33% 0.00% 9.77% 68.75% 21.48% 0.00% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 17 82 22 0 22 33 13 0 12 123 6 0 21 105 26 0 482 PEAK HR FACTOR : 0.607 0.820 0.611 0.000 0.550 0.688 0.813 0.000 0.750 0.769 0.500 0.000 0.583 0.729 0.722 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 1 9 3 0 7 16 3 0 7 22 5 0 5 19 6 0 103
2:15 PM 4 13 1 0 10 22 4 0 7 37 4 0 4 22 4 0 132
2:30 PM 2 23 2 0 11 15 6 0 4 43 3 0 0 26 8 0 143
2:45 PM 4 14 4 0 19 18 4 0 2 51 8 0 3 33 4 0 164
3:00 PM 3 11 3 0 15 16 4 0 5 44 5 0 7 35 8 0 156
3:15 PM 2 15 4 0 11 18 3 0 4 41 4 0 8 31 6 0 147
3:30 PM 0 9 3 0 18 25 4 0 6 27 6 0 6 29 7 0 140
3:45 PM 1 9 2 0 9 23 3 0 3 34 2 0 3 24 6 0 119

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 17 103 22 0 100 153 31 0 38 299 37 0 36 219 49 0 1104 APPROACH %'s : 11.97% 72.54% 15.49% 0.00% 35.21% 53.87% 10.92% 0.00% 10.16% 79.95% 9.89% 0.00% 11.84% 72.04% 16.12% 0.00% PEAK HR : 02:30 PM 283 0 0 TOTAL
PEAK HR VOL : 11 63 13 0 56 67 17 0 15 179 20 0 18 125 26 0 610 PEAK HR FACTOR : 0.688 0.685 0.813 0.000 0.737 0.931 0.708 0.000 0.750 0.877 0.625 0.000 0.563 0.893 0.813 0.000 Data - Totals
New Jersey Ave New Jersey Ave Central Ave Central Ave

0.756 0.850 0.783 0.704
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
22-040220-002
12/15/2022
02:30 PM - 03:30 PM

0.930 0.806 0.854 0.877 0.845
07:30 AM - 08:30 AM

0.788
National Data & Surveying ServicesIntersection Turning Movement Count Location: New Jersey Ave & Central Ave
City: Lemon Grove Project ID:

Control: 4-Way Stop Date:

NS/EW Streets:
0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 2
7:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1
8:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1
8:30 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 2 0 0 1 0 2 0 0 1 0 0 2 1 1 0 10
APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 33.33% 0.00% 66.67% 0.00% 0.00% 100.00% 0.00% 0.00% 50.00% 25.00% 25.00% 0.00% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 0 2 0 0 0 0 1 0 0 1 0 0 1 0 1 0 6
PEAK HR FACTOR : 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.250 0.000 0.000 0.250 0.000 0.250 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 0 1 0 0 0 0 0 1 1 0 0 0 0 0 1 0 4
2:15 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
2:30 PM 0 1 0 0 0 0 0 0 1 0 0 0 1 0 0 0 3
2:45 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1
3:00 PM 0 0 0 0 0 3 0 0 0 0 0 0 0 0 1 0 4
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 2 0 0 0 4 2 1 2 0 0 0 1 2 2 0 16
APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 57.14% 28.57% 14.29% 100.00% 0.00% 0.00% 0.00% 20.00% 40.00% 40.00% 0.00% PEAK HR : 02:30 PM 283 0 0 TOTAL
PEAK HR VOL : 0 1 0 0 0 3 1 0 1 0 0 0 1 0 1 0 8
PEAK HR FACTOR : 0.000 0.250 0.000 0.000 0.000 0.250 0.250 0.000 0.250 0.000 0.000 0.000 0.250 0.000 0.250 0.000 Data - Bikes
New Jersey Ave New Jersey Ave Central Ave Central Ave

0.250 0.250 0.250 0.500
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
22-040220-002
12/15/2022
02:30 PM - 03:30 PM

0.500 0.250 0.333 0.250 0.500
07:30 AM - 08:30 AM

0.750
National Data & Surveying ServicesIntersection Turning Movement Location: New Jersey Ave & Central Ave Count Project ID:

City: Lemon Grove Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 1 0 0 0 0 0 1
7:30 AM 1 1 1 0 0 0 0 0 3
7:45 AM 0 0 4 0 0 0 0 0 4
8:00 AM 1 1 5 0 0 0 1 0 8
8:15 AM 0 1 0 3 0 0 0 0 4
8:30 AM 1 0 0 0 0 0 0 0 1
8:45 AM 0 0 0 0 0 0 0 0 0

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 3 3 11 3 0 0 1 0 21
APPROACH %'s : 50.00% 50.00% 78.57% 21.43% 100.00% 0.00% PEAK HR : 07:30 AM 38 -1 -1 TOTAL
PEAK HR VOL : 2 3 10 3 0 0 1 0 19
PEAK HR FACTOR : 0.500 0.750 0.500 0.250 0.250
Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
2:00 PM 0 1 0 0 0 0 0 1 2
2:15 PM 0 0 1 0 0 0 0 0 1
2:30 PM 1 0 1 0 0 0 0 0 2
2:45 PM 1 1 0 0 0 0 0 0 2
3:00 PM 0 0 0 6 1 0 0 0 7
3:15 PM 0 1 1 1 0 0 0 1 4
3:30 PM 0 1 1 2 0 0 1 1 6
3:45 PM 0 0 0 0 0 0 0 0 0

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 2 4 4 9 1 0 1 3 24
APPROACH %'s : 33.33% 66.67% 30.77% 69.23% 100.00% 0.00% 25.00% 75.00% PEAK HR : 02:30 PM 280 -3 -3 TOTAL
PEAK HR VOL : 2 2 2 7 1 0 0 1 15
PEAK HR FACTOR : 0.500 0.500 0.500 0.292 0.250 0.250
Data - Total Peds
New Jersey Ave New Jersey Ave Central Ave Central Ave

0.650 0.250
07:30 AM - 08:30 AM

AM NORTH LEG SOUTH LEG EAST LEG WEST LEG

PM NORTH LEG SOUTH LEG EAST LEG WEST LEG
22-040220-002
12/15/2022

0.536 0.500 0.375 0.250 0.250
02:30 PM - 03:30 PM

0.594 0.625
National Data & Surveying ServicesIntersection Turning Movement Location: New Jersey Ave & Central Ave Count Project ID:

City: Lemon Grove Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 1 0 0 0 0 0 1
7:30 AM 0 1 0 0 0 0 0 0 1
7:45 AM 0 0 1 0 0 0 0 0 1
8:00 AM 1 0 1 0 0 0 1 0 3
8:15 AM 0 1 0 1 0 0 0 0 2
8:30 AM 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 1 2 3 1 0 0 1 0 8
APPROACH %'s : 33.33% 66.67% 75.00% 25.00% 100.00% 0.00% PEAK HR : 07:30 AM 38 -1 -1 TOTAL
PEAK HR VOL : 1 2 2 1 0 0 1 0 7
PEAK HR FACTOR : 0.250 0.500 0.500 0.250 0.250
Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
2:00 PM 0 1 0 0 0 0 0 1 2
2:15 PM 0 0 1 0 0 0 0 0 1
2:30 PM 0 0 1 0 0 0 0 0 1
2:45 PM 1 0 0 0 0 0 0 0 1
3:00 PM 0 0 0 1 0 0 0 0 1
3:15 PM 0 0 0 1 0 0 0 0 1
3:30 PM 0 1 1 0 0 0 0 1 3
3:45 PM 0 0 0 0 0 0 0 0 0

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 1 2 3 2 0 0 0 2 10
APPROACH %'s : 33.33% 66.67% 60.00% 40.00% 0.00% 100.00% PEAK HR : 02:30 PM 280 -3 -3 TOTAL
PEAK HR VOL : 1 0 1 2 0 0 0 0 4
PEAK HR FACTOR : 0.250 0.250 0.500
Data - Peds_Adults
New Jersey Ave New Jersey Ave Central Ave Central Ave

0.750 0.250
07:30 AM - 08:30 AM

AM NORTH LEG SOUTH LEG EAST LEG WEST LEG

PM NORTH LEG SOUTH LEG EAST LEG WEST LEG
22-040220-002
12/15/2022

1.000 0.250 0.750
02:30 PM - 03:30 PM

0.583 0.750
National Data & Surveying ServicesIntersection Turning Movement Location: New Jersey Ave & Central Ave Count Project ID:

City: Lemon Grove Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0
7:30 AM 1 0 1 0 0 0 0 0 2
7:45 AM 0 0 3 0 0 0 0 0 3
8:00 AM 0 1 4 0 0 0 0 0 5
8:15 AM 0 0 0 2 0 0 0 0 2
8:30 AM 1 0 0 0 0 0 0 0 1
8:45 AM 0 0 0 0 0 0 0 0 0

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 2 1 8 2 0 0 0 0 13
APPROACH %'s : 66.67% 33.33% 80.00% 20.00%
PEAK HR : 07:30 AM 38 -1 -1 TOTAL
PEAK HR VOL : 1 1 8 2 0 0 0 0 12
PEAK HR FACTOR : 0.250 0.250 0.500 0.250
Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
2:00 PM 0 0 0 0 0 0 0 0 0
2:15 PM 0 0 0 0 0 0 0 0 0
2:30 PM 1 0 0 0 0 0 0 0 1
2:45 PM 0 1 0 0 0 0 0 0 1
3:00 PM 0 0 0 5 1 0 0 0 6
3:15 PM 0 1 1 0 0 0 0 1 3
3:30 PM 0 0 0 2 0 0 1 0 3
3:45 PM 0 0 0 0 0 0 0 0 0

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 1 2 1 7 1 0 1 1 14
APPROACH %'s : 33.33% 66.67% 12.50% 87.50% 100.00% 0.00% 50.00% 50.00% PEAK HR : 02:30 PM 280 -3 -3 TOTAL
PEAK HR VOL : 1 2 1 5 1 0 0 1 11
PEAK HR FACTOR : 0.250 0.500 0.250 0.250 0.250 0.250
Data - Peds_Kids
New Jersey Ave New Jersey Ave Central Ave Central Ave

0.625
07:30 AM - 08:30 AM

AM NORTH LEG SOUTH LEG EAST LEG WEST LEG

PM NORTH LEG SOUTH LEG EAST LEG WEST LEG
22-040220-002
12/15/2022

0.458 0.750 0.300 0.250 0.250
02:30 PM - 03:30 PM

0.600 0.500
Prepared by National Data & Surveying Services
ID: 22-040220-002 Day:

City: Lemon Grove Date:

AM 13 33 22 0 AM
NOON 0 0 0 0 NOON
PM 17 67 56 0 PM

AM NOON PM PM NOON AM
0 1 0 0 0 26 0 26
1 125 0 105
0 0 0 0 0 18 0 21
12 0 15 0 TEV 482 0 610 0 0 0 0
123 0 179 1 PHF 0.79 0.93
6 0 20 0
0 0 1 0

AM NOON PM PM NOON AM
PM 0 11 63 13 PM
NOON 0 0 0 0 NOON
AM 0 17 82 22 AM
0 NONE
02:30 PM - 03:30 PM 104
New Jersey Ave & Central Ave
Peak Hour Turning Movement Count
New Jersey Ave Thursday
SOUTHBOUND 12/15/2022 PEAK HOURS 2:00 PM - 04:00 PM
07:30 AM - 08:30 AM 120 7:00 AM - 09:00 AM COUNT PERIODS NONE 248 0 167
Totals (AM) 105 Total Bikes (AM) Central Ave EASTBOUNDWESTBOUND Central Ave 135 0 153

CONTROL
4-Way Stop
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 60

NORTHBOUND
New Jersey Ave
Totals (NOON) Total Bikes (NOON)

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM

NOON PMNOON AMAMNOON PM PMNOON AMAMNOON PM
1 0
0 0
0 1
20 1030 7
1 0
0 0
0 0
20 230 2
1 0
0 1
0 1
130
010
0 0
0 0
0 0
000
000
1 0
0 1
1 0
100
020
26 125
20 18
179
15 176756 116313
0 0
0 0
0 0
000
000
26 105
6 21
123
12 133322 178222
National Data & Surveying ServicesIntersection Turning Movement Count Location: Kempf St/Skyline Dr & Lincoln St
City: Lemon Grove Project ID:

Control: 4-Way Stop Date:

NS/EW Streets:
1 1 0 0 1 1 0 0 0 1 0 0 0 1 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 12 59 0 0 0 11 2 0 1 1 3 0 0 4 2 0 95
7:15 AM 26 71 2 0 1 20 11 0 4 7 8 0 0 14 5 0 169
7:30 AM 23 86 0 0 0 19 6 0 1 7 13 0 2 8 2 0 167
7:45 AM 41 95 1 0 2 27 8 0 9 9 21 0 1 18 2 0 234
8:00 AM 84 80 1 0 3 48 36 0 4 14 22 0 1 30 8 0 331
8:15 AM 33 72 1 0 4 47 9 0 3 8 29 0 0 12 4 0 222
8:30 AM 12 60 1 0 3 28 2 0 2 7 16 0 2 5 5 1 144
8:45 AM 10 47 0 0 1 39 1 0 5 6 8 0 0 3 1 0 121

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 241 570 6 0 14 239 75 0 29 59 120 0 6 94 29 1 1483 APPROACH %'s : 29.50% 69.77% 0.73% 0.00% 4.27% 72.87% 22.87% 0.00% 13.94% 28.37% 57.69% 0.00% 4.62% 72.31% 22.31% 0.77% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 181 333 3 0 9 141 59 0 17 38 85 0 4 68 16 0 954 PEAK HR FACTOR : 0.539 0.876 0.750 0.000 0.563 0.734 0.410 0.000 0.472 0.679 0.733 0.000 0.500 0.567 0.500 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 1 0 0 1 1 0 0 0 1 0 0 0 1 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 16 45 0 0 2 39 4 0 2 12 26 0 0 3 5 0 154
2:15 PM 24 40 2 0 3 40 5 0 5 10 18 0 1 8 2 0 158
2:30 PM 29 50 1 0 6 51 10 0 5 11 27 0 2 14 6 0 212
2:45 PM 28 48 2 0 6 55 21 0 7 16 23 0 1 12 4 0 223
3:00 PM 20 49 1 0 8 74 7 0 7 21 45 0 3 11 8 0 254
3:15 PM 14 49 0 0 3 70 6 0 10 11 31 0 1 3 2 0 200
3:30 PM 16 58 1 0 9 61 7 0 4 18 25 0 2 5 4 0 210
3:45 PM 15 52 1 0 7 57 4 0 3 11 22 0 1 7 5 0 185

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 162 391 8 0 44 447 64 0 43 110 217 0 11 63 36 0 1596 APPROACH %'s : 28.88% 69.70% 1.43% 0.00% 7.93% 80.54% 11.53% 0.00% 11.62% 29.73% 58.65% 0.00% 10.00% 57.27% 32.73% 0.00% PEAK HR : 02:30 PM 283 0 0 TOTAL
PEAK HR VOL : 91 196 4 0 23 250 44 0 29 59 126 0 7 40 20 0 889 PEAK HR FACTOR : 0.784 0.980 0.500 0.000 0.719 0.845 0.524 0.000 0.725 0.702 0.700 0.000 0.583 0.714 0.625 0.000 22-040220-003
12/15/2022
02:30 PM - 03:30 PM

0.875 0.909 0.890 0.733 0.761
07:30 AM - 08:30 AM

0.721
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.783 0.601 0.875 0.564
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
Kempf St/Skyline Dr Kempf St/Skyline Dr Lincoln St Lincoln St National Data & Surveying ServicesIntersection Turning Movement Count Location: Kempf St/Skyline Dr & Lincoln St
City: Lemon Grove Project ID:

Control: 4-Way Stop Date:

NS/EW Streets:
1 1 0 0 1 1 0 0 0 1 0 0 0 1 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
7:45 AM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
8:00 AM 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 2
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 1 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 5
APPROACH %'s : 50.00% 50.00% 0.00% 0.00% 0.00% 0.00% 100.00% 0.00% 100.00% 0.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 1 1 0 0 0 0 0 0 1 0 0 0 0 1 0 0 4
PEAK HR FACTOR : 0.250 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 1 0 0 1 1 0 0 0 1 0 0 0 1 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:15 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
3:30 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 1 0 0 0 1 0 0 1 0 0 0 0 0 0 0 3
APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% PEAK HR : 02:30 PM 283 0 0 TOTAL
PEAK HR VOL : 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
PEAK HR FACTOR : 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 22-040220-003
12/15/2022
02:30 PM - 03:30 PM

0.250 0.250
07:30 AM - 08:30 AM

0.500
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.500 0.250 0.250
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Bikes
Kempf St/Skyline Dr Kempf St/Skyline Dr Lincoln St Lincoln St National Data & Surveying ServicesIntersection Turning Movement Location: Kempf St/Skyline Dr & Lincoln St Count Project ID:

City: Lemon Grove Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0
7:15 AM 0 3 0 0 2 0 0 0 5
7:30 AM 0 2 0 0 1 0 1 0 4
7:45 AM 2 4 0 0 1 1 3 0 11
8:00 AM 0 1 0 0 0 0 4 2 7
8:15 AM 0 1 0 0 0 0 0 0 1
8:30 AM 0 3 0 0 0 0 0 0 3
8:45 AM 0 0 0 0 0 0 0 0 0

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 2 14 0 0 4 1 8 2 31
APPROACH %'s : 12.50% 87.50% 80.00% 20.00% 80.00% 20.00% PEAK HR : 07:30 AM 38 -1 -1 TOTAL
PEAK HR VOL : 2 8 0 0 2 1 8 2 23
PEAK HR FACTOR : 0.250 0.500 0.500 0.250 0.500 0.250
Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
2:00 PM 0 0 0 0 0 0 0 0 0
2:15 PM 0 0 0 0 0 0 0 0 0
2:30 PM 0 0 0 0 0 0 0 0 0
2:45 PM 5 1 0 0 0 0 0 0 6
3:00 PM 28 2 0 0 0 10 0 12 52
3:15 PM 2 1 0 0 1 1 0 2 7
3:30 PM 0 0 0 0 0 2 1 0 3
3:45 PM 0 1 1 0 1 0 0 1 4

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 35 5 1 0 2 13 1 15 72
APPROACH %'s : 87.50% 12.50% 100.00% 0.00% 13.33% 86.67% 6.25% 93.75% PEAK HR : 02:30 PM 280 -3 -3 TOTAL
PEAK HR VOL : 35 4 0 0 1 11 0 14 65
PEAK HR FACTOR : 0.313 0.500 0.250 0.275 0.292
22-040220-003
12/15/2022

0.313 0.325 0.300 0.292
02:30 PM - 03:30 PM

0.523 0.417

PM NORTH LEG SOUTH LEG EAST LEG WEST LEG

0.375 0.417
07:30 AM - 08:30 AM

AM NORTH LEG SOUTH LEG EAST LEG WEST LEG
Data - Total Peds
Kempf St/Skyline Dr Kempf St/Skyline Dr Lincoln St Lincoln St National Data & Surveying ServicesIntersection Turning Movement Location: Kempf St/Skyline Dr & Lincoln St Count Project ID:

City: Lemon Grove Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0
7:15 AM 0 2 0 0 1 0 0 0 3
7:30 AM 0 0 0 0 0 0 1 0 1
7:45 AM 1 1 0 0 0 1 1 0 4
8:00 AM 0 0 0 0 0 0 2 2 4
8:15 AM 0 0 0 0 0 0 0 0 0
8:30 AM 0 1 0 0 0 0 0 0 1
8:45 AM 0 0 0 0 0 0 0 0 0

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 1 4 0 0 1 1 4 2 13
APPROACH %'s : 20.00% 80.00% 50.00% 50.00% 66.67% 33.33% PEAK HR : 07:30 AM 38 -1 -1 TOTAL
PEAK HR VOL : 1 1 0 0 0 1 4 2 9
PEAK HR FACTOR : 0.250 0.250 0.250 0.500 0.250
Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
2:00 PM 0 0 0 0 0 0 0 0 0
2:15 PM 0 0 0 0 0 0 0 0 0
2:30 PM 0 0 0 0 0 0 0 0 0
2:45 PM 0 1 0 0 0 0 0 0 1
3:00 PM 1 1 0 0 0 0 0 0 2
3:15 PM 1 1 0 0 1 0 0 0 3
3:30 PM 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 1 0 0 0 0 1 2

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 2 3 1 0 1 0 0 1 8
APPROACH %'s : 40.00% 60.00% 100.00% 0.00% 100.00% 0.00% 0.00% 100.00% PEAK HR : 02:30 PM 280 -3 -3 TOTAL
PEAK HR VOL : 2 3 0 0 1 0 0 0 6
PEAK HR FACTOR : 0.500 0.750 0.250
22-040220-003
12/15/2022

0.500 0.625 0.250
02:30 PM - 03:30 PM

0.563 0.250

PM NORTH LEG SOUTH LEG EAST LEG WEST LEG

0.250 0.375
07:30 AM - 08:30 AM

AM NORTH LEG SOUTH LEG EAST LEG WEST LEG
Data - Peds_Adults
Kempf St/Skyline Dr Kempf St/Skyline Dr Lincoln St Lincoln St National Data & Surveying ServicesIntersection Turning Movement Location: Kempf St/Skyline Dr & Lincoln St Count Project ID:

City: Lemon Grove Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0
7:15 AM 0 1 0 0 1 0 0 0 2
7:30 AM 0 2 0 0 1 0 0 0 3
7:45 AM 1 3 0 0 1 0 2 0 7
8:00 AM 0 1 0 0 0 0 2 0 3
8:15 AM 0 1 0 0 0 0 0 0 1
8:30 AM 0 2 0 0 0 0 0 0 2
8:45 AM 0 0 0 0 0 0 0 0 0

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 1 10 0 0 3 0 4 0 18
APPROACH %'s : 9.09% 90.91% 100.00% 0.00% 100.00% 0.00% PEAK HR : 07:30 AM 38 -1 -1 TOTAL
PEAK HR VOL : 1 7 0 0 2 0 4 0 14
PEAK HR FACTOR : 0.250 0.583 0.500 0.500
Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
2:00 PM 0 0 0 0 0 0 0 0 0
2:15 PM 0 0 0 0 0 0 0 0 0
2:30 PM 0 0 0 0 0 0 0 0 0
2:45 PM 5 0 0 0 0 0 0 0 5
3:00 PM 27 1 0 0 0 10 0 12 50
3:15 PM 1 0 0 0 0 1 0 2 4
3:30 PM 0 0 0 0 0 2 1 0 3
3:45 PM 0 1 0 0 1 0 0 0 2

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 33 2 0 0 1 13 1 14 64
APPROACH %'s : 94.29% 5.71% 7.14% 92.86% 6.67% 93.33%
PEAK HR : 02:30 PM 280 -3 -3 TOTAL
PEAK HR VOL : 33 1 0 0 0 11 0 14 59
PEAK HR FACTOR : 0.306 0.250 0.275 0.292
22-040220-003
12/15/2022

0.295 0.304 0.275 0.292
02:30 PM - 03:30 PM

0.500 0.500

PM NORTH LEG SOUTH LEG EAST LEG WEST LEG

0.500 0.500
07:30 AM - 08:30 AM

AM NORTH LEG SOUTH LEG EAST LEG WEST LEG
Data - Peds_Kids
Kempf St/Skyline Dr Kempf St/Skyline Dr Lincoln St Lincoln St Prepared by National Data & Surveying Services
ID: 22-040220-003 Day:

City: Lemon Grove Date:

AM 59 141 9 0 AM
NOON 0 0 0 0 NOON
PM 44 250 23 0 PM

AM NOON PM PM NOON AM
0 1 1 0 0 20 0 16
1 40 0 68
0 0 0 0 0 7 0 4
17 0 29 0 TEV 954 0 889 0 0 0 0
38 0 59 1 PHF 0.72 0.88
85 0 126 0
0 1 1 0

AM NOON PM PM NOON AM
PM 0 91 196 4 PM
NOON 0 0 0 0 NOON
AM 0 181 333 3 AM
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 230

NORTHBOUND
Kempf St/Skyline Dr
Totals (NOON) Total Bikes (NOON)
NONE
86 0 50
Totals (AM) 383 Total Bikes (AM) Lincoln St EASTBOUNDWESTBOUND Lincoln St 308 0 175

CONTROL
4-Way Stop
0 NONE
02:30 PM - 03:30 PM 245
Kempf St/Skyline Dr & Lincoln St
Peak Hour Turning Movement Count
Kempf St/Skyline Dr Thursday
SOUTHBOUND 12/15/2022 PEAK HOURS 2:00 PM - 04:00 PM
07:30 AM - 08:30 AM 366 7:00 AM - 09:00 AM COUNT PERIODS

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM

NOON PMNOON AMAMNOON PM PMNOON AMAMNOON PM
14 0
2 0
0 8
00 000 0
1 0
2 11
0 1 350 2
80 4
0 0
0 0
0 0
000
010
0 0
0 0
0 0
000
000
0 1
0 0
0 1
000
110
20 40
126 7
59 29 44250 23 91196
4 0
0 0 0
0 0
000
000
16 68
85 4
38 17 59141
9 181 333
3 National Data & Surveying ServicesIntersection Turning Movement Count Location: Washington St & Mt Vernon St
City: Lemon Grove Project ID:

Control: 4-Way Stop Date:

NS/EW Streets:
0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 1 11 1 0 9 2 0 0 4 13 2 0 0 15 16 0 74
7:15 AM 2 8 3 0 5 4 1 0 3 11 1 0 1 5 8 0 52
7:30 AM 2 12 4 0 30 7 4 0 8 25 0 0 1 14 26 0 133
7:45 AM 1 12 24 0 59 4 1 0 12 49 1 0 14 39 35 0 251
8:00 AM 1 19 7 0 25 8 6 0 6 18 0 0 12 37 47 0 186
8:15 AM 2 8 2 0 13 10 1 0 5 14 2 0 2 5 4 0 68
8:30 AM 0 11 2 0 5 6 3 0 3 7 1 0 4 7 19 0 68
8:45 AM 0 9 2 0 5 3 3 0 1 6 1 0 1 3 5 0 39

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 9 90 45 0 151 44 19 0 42 143 8 0 35 125 160 0 871 APPROACH %'s : 6.25% 62.50% 31.25% 0.00% 70.56% 20.56% 8.88% 0.00% 21.76% 74.09% 4.15% 0.00% 10.94% 39.06% 50.00% 0.00% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 6 51 37 0 127 29 12 0 31 106 3 0 29 95 112 0 638 PEAK HR FACTOR : 0.750 0.671 0.385 0.000 0.538 0.725 0.500 0.000 0.646 0.541 0.375 0.000 0.518 0.609 0.596 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 0 7 4 0 25 7 2 0 1 17 2 0 3 5 4 0 77
2:15 PM 3 16 12 0 31 4 4 0 7 18 1 0 11 38 42 0 187
2:30 PM 3 11 4 0 16 12 4 0 7 9 2 0 8 32 23 1 132
2:45 PM 1 9 0 0 6 8 3 0 8 2 1 0 1 11 13 0 63
3:00 PM 0 7 2 0 10 13 3 0 3 10 2 0 0 7 7 0 64
3:15 PM 0 10 0 0 11 5 2 0 1 7 3 1 3 11 15 0 69
3:30 PM 2 7 2 0 6 14 6 0 2 8 6 1 1 5 9 0 69
3:45 PM 3 17 0 0 8 18 4 0 5 6 2 0 0 4 6 0 73

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 12 84 24 0 113 81 28 0 34 77 19 2 27 113 119 1 734 APPROACH %'s : 10.00% 70.00% 20.00% 0.00% 50.90% 36.49% 12.61% 0.00% 25.76% 58.33% 14.39% 1.52% 10.38% 43.46% 45.77% 0.38% PEAK HR : 02:00 PM 281 0 0 TOTAL
PEAK HR VOL : 7 43 20 0 78 31 13 0 23 46 6 0 23 86 82 1 459 PEAK HR FACTOR : 0.583 0.672 0.417 0.000 0.629 0.646 0.813 0.000 0.719 0.639 0.750 0.000 0.523 0.566 0.488 0.250 Data - Totals
Washington St Washington St Mt Vernon St Mt Vernon St

0.635 0.656 0.565 0.615
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
22-040220-004
12/15/2022
02:00 PM - 03:00 PM

0.614 0.565 0.782 0.721 0.527
07:30 AM - 08:30 AM

0.635
National Data & Surveying ServicesIntersection Turning Movement Count Location: Washington St & Mt Vernon St
City: Lemon Grove Project ID:

Control: 4-Way Stop Date:

NS/EW Streets:
0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1
APPROACH %'s : 0.00% 100.00% 0.00% 0.00%
PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1
PEAK HR FACTOR : 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2
APPROACH %'s : 0.00% 0.00% 100.00% 0.00% 0.00% 100.00% 0.00% 0.00% PEAK HR : 02:00 PM 281 0 0 TOTAL
PEAK HR VOL : 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
PEAK HR FACTOR : 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Data - Bikes
Washington St Washington St Mt Vernon St Mt Vernon St

0.250
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
22-040220-004
12/15/2022
02:00 PM - 03:00 PM
07:30 AM - 08:30 AM

0.250
National Data & Surveying ServicesIntersection Turning Movement Location: Washington St & Mt Vernon St Count Project ID:

City: Lemon Grove Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 2 1 0 0 0 1 4
7:30 AM 0 0 0 1 1 0 0 0 2
7:45 AM 0 0 0 1 0 0 2 0 3
8:00 AM 0 0 0 0 0 0 1 0 1
8:15 AM 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 1 3 0 0 0 2 6
8:45 AM 0 0 0 0 1 1 0 0 2

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 0 0 3 6 2 1 3 3 18
APPROACH %'s : 33.33% 66.67% 66.67% 33.33% 50.00% 50.00% PEAK HR : 07:30 AM 38 -1 -1 TOTAL
PEAK HR VOL : 0 0 0 2 1 0 3 0 6
PEAK HR FACTOR : 0.500 0.250 0.375
Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
2:00 PM 0 0 1 1 1 0 0 0 3
2:15 PM 0 0 1 5 0 1 0 0 7
2:30 PM 0 0 0 0 0 1 0 0 1
2:45 PM 0 0 0 1 0 1 1 0 3
3:00 PM 0 0 0 0 0 0 4 0 4
3:15 PM 0 0 0 0 1 1 0 0 2
3:30 PM 0 0 1 0 0 0 0 1 2
3:45 PM 0 0 0 0 1 1 1 1 4

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 0 0 3 7 3 5 6 2 26
APPROACH %'s : 30.00% 70.00% 37.50% 62.50% 75.00% 25.00% PEAK HR : 02:00 PM 278 -3 -3 TOTAL
PEAK HR VOL : 0 0 2 7 1 3 1 0 14
PEAK HR FACTOR : 0.500 0.350 0.250 0.750 0.250
Data - Total Peds
Washington St Washington St Mt Vernon St Mt Vernon St

0.500 0.250 0.375
07:30 AM - 08:30 AM

AM NORTH LEG SOUTH LEG EAST LEG WEST LEG

PM NORTH LEG SOUTH LEG EAST LEG WEST LEG
22-040220-004
12/15/2022

0.500 0.375 1.000 0.250
02:00 PM - 03:00 PM

0.500
National Data & Surveying ServicesIntersection Turning Movement Location: Washington St & Mt Vernon St Count Project ID:

City: Lemon Grove Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 2 1 0 0 0 1 4
7:30 AM 0 0 0 1 1 0 0 0 2
7:45 AM 0 0 0 1 0 0 2 0 3
8:00 AM 0 0 0 0 0 0 1 0 1
8:15 AM 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 1 3 0 0 0 1 5
8:45 AM 0 0 0 0 0 1 0 0 1

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 0 0 3 6 1 1 3 2 16
APPROACH %'s : 33.33% 66.67% 50.00% 50.00% 60.00% 40.00% PEAK HR : 07:30 AM 38 -1 -1 TOTAL
PEAK HR VOL : 0 0 0 2 1 0 3 0 6
PEAK HR FACTOR : 0.500 0.250 0.375
Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
2:00 PM 0 0 1 1 1 0 0 0 3
2:15 PM 0 0 1 1 0 1 0 0 3
2:30 PM 0 0 0 0 0 1 0 0 1
2:45 PM 0 0 0 1 0 0 1 0 2
3:00 PM 0 0 0 0 0 0 3 0 3
3:15 PM 0 0 0 0 1 1 0 0 2
3:30 PM 0 0 1 0 0 0 0 1 2
3:45 PM 0 0 0 0 0 0 1 1 2

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 0 0 3 3 2 3 5 2 18
APPROACH %'s : 50.00% 50.00% 40.00% 60.00% 71.43% 28.57% PEAK HR : 02:00 PM 278 -3 -3 TOTAL
PEAK HR VOL : 0 0 2 3 1 2 1 0 9
PEAK HR FACTOR : 0.500 0.750 0.250 0.500 0.250
Data - Peds_Adults
Washington St Washington St Mt Vernon St Mt Vernon St

0.500 0.250 0.375
07:30 AM - 08:30 AM

AM NORTH LEG SOUTH LEG EAST LEG WEST LEG

PM NORTH LEG SOUTH LEG EAST LEG WEST LEG
22-040220-004
12/15/2022

0.750 0.625 0.750 0.250
02:00 PM - 03:00 PM

0.500
National Data & Surveying ServicesIntersection Turning Movement Location: Washington St & Mt Vernon St Count Project ID:

City: Lemon Grove Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 1 1
8:45 AM 0 0 0 0 1 0 0 0 1

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 0 0 0 0 1 0 0 1 2
APPROACH %'s : 100.00% 0.00% 0.00% 100.00%
PEAK HR : 07:30 AM 38 -1 -1 TOTAL
PEAK HR VOL : 0 0 0 0 0 0 0 0 0
PEAK HR FACTOR :

Headers NEB NWB SEB SWB ENS ESB WNB WSB

EB WB EB WB NB SB NB SB TOTAL
2:00 PM 0 0 0 0 0 0 0 0 0
2:15 PM 0 0 0 4 0 0 0 0 4
2:30 PM 0 0 0 0 0 0 0 0 0
2:45 PM 0 0 0 0 0 1 0 0 1
3:00 PM 0 0 0 0 0 0 1 0 1
3:15 PM 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 1 1 0 0 2

EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 0 0 0 4 1 2 1 0 8
APPROACH %'s : 0.00% 100.00% 33.33% 66.67% 100.00% 0.00% PEAK HR : 02:00 PM 278 -3 -3 TOTAL
PEAK HR VOL : 0 0 0 4 0 1 0 0 5
PEAK HR FACTOR : 0.250 0.250
Data - Peds_Kids
Washington St Washington St Mt Vernon St Mt Vernon St
07:30 AM - 08:30 AM

AM NORTH LEG SOUTH LEG EAST LEG WEST LEG

PM NORTH LEG SOUTH LEG EAST LEG WEST LEG
22-040220-004
12/15/2022

0.313 0.250 0.250
02:00 PM - 03:00 PM
Prepared by National Data & Surveying Services
ID: 22-040220-004 Day:

City: Lemon Grove Date:

AM 12 29 127 0 AM
NOON 0 0 0 0 NOON
PM 13 31 78 0 PM

AM NOON PM PM NOON AM
0 1 0 0 0 82 0 112
1 86 0 95
0 0 0 0 0 23 0 29
31 0 23 0 TEV 638 0 459 0 1 0 0
106 0 46 1 PHF 0.64 0.61
3 0 6 0
0 0 1 0

AM NOON PM PM NOON AM
PM 0 7 43 20 PM
NOON 0 0 0 0 NOON
AM 0 6 51 37 AM
0 NONE
02:00 PM - 03:00 PM 148
Washington St & Mt Vernon St
Peak Hour Turning Movement Count
Washington St Thursday
SOUTHBOUND 12/15/2022 PEAK HOURS 2:00 PM - 04:00 PM
07:30 AM - 08:30 AM 194 7:00 AM - 09:00 AM COUNT PERIODS NONE 145 0 270
Totals (AM) 60 Total Bikes (AM) Mt Vernon St EASTBOUNDWESTBOUND Mt Vernon St 113 0 106

CONTROL
4-Way Stop
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 61

NORTHBOUND
Washington St
Totals (NOON) Total Bikes (NOON)

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM

NOON PMNOON AMAMNOON PM PMNOON AMAMNOON PM
0 0
0 1
0 3
20 020 7
1 0
1 3
0 0
00 000 0
0 0
0 0
0 0
000
000
0 0
0 0
0 0
000
000
0 1
0 0
0 0
000
000
82 86
6 23
46 23 133178
74320
0 0
0 0
0 0
000
000
112
95 3 29
106
31 1229127
65137
National Data & Surveying ServicesIntersection Turning Movement Count Location: Lemon Grove Ave/El Dora St & Massachusetts Ave/Canton Dr City: Lemon Grove Project ID:

Control: Signalized Date:

NS/EW Streets:
1 2 0 0 0 1 2 0 0 0 1 1 1 0 0 0.5 0.5 1 0 0 0 0 0 0
NL NT NR NU NT2 SL ST SR SU SU2 EL ET ER EU EL2 WL WT WR WU WR2 S2L2 S2T2 S2R2 S2U2 TOTAL 7:00 AM 23 53 1 0 2 2 22 7 0 2 11 21 13 0 1 3 54 17 0 2 0 1 16 7 258 7:15 AM 22 61 3 0 2 1 43 7 0 0 16 29 27 0 3 2 51 12 0 1 0 2 3 6 291 7:30 AM 30 93 6 0 0 5 24 16 1 0 9 25 32 0 3 7 57 16 0 1 0 3 6 6 340 7:45 AM 36 108 3 0 1 5 45 17 0 1 29 42 28 0 3 1 65 21 0 3 0 3 7 6 424 8:00 AM 29 122 5 0 0 11 46 45 0 1 31 38 27 0 2 3 59 18 0 3 0 2 4 8 454 8:15 AM 18 76 5 0 2 9 49 19 0 2 16 45 33 0 10 5 48 14 0 2 0 1 7 5 366 8:30 AM 19 68 3 0 1 5 27 8 0 0 13 31 28 0 5 1 47 16 0 2 0 2 6 1 283 8:45 AM 24 51 2 0 1 7 34 16 1 2 17 30 27 0 2 2 37 7 0 1 0 1 4 4 270 NL NT NR NU NT2 SL ST SR SU SU2 EL ET ER EU EL2 WL WT WR WU WR2 S2L2 S2T2 S2R2 S2U2 TOTAL TOTAL VOLUMES : 201 632 28 0 9 45 290 135 2 8 142 261 215 0 29 24 418 121 0 15 0 15 53 43 2686 APPROACH %'s : 23.10% 72.64% 3.22% 0.00% 1.03% 9.38% 60.42% 28.13% 0.42% 1.67% 21.95% 40.34% 33.23% 0.00% 4.48% 4.15% 72.32% 20.93% 0.00% 2.60% 0.00% 13.51% 47.75% 38.74% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 113 399 19 0 3 30 164 97 1 4 85 150 120 0 18 16 229 69 0 9 0 9 24 25 1584 PEAK HR FACTOR : 0.785 0.818 0.792 0.000 0.375 0.682 0.837 0.539 0.250 0.500 0.685 0.833 0.909 0.000 0.450 0.571 0.881 0.821 0.000 0.750 0.000 0.750 0.857 0.781 Headers NBL NBT NBR NBU NBT2 SBL SBT SBR SBU SBU2 EBL EBT EBR EBU EBL2 WBL WBT WBR WBU WBR2 SB2L2 SB2T2 SB2R2 SB2U2 1 2 0 0 0 1 2 0 0 0 1 1 1 0 0 0.5 0.5 1 0 0 0 0 0 0
NL NT NR NU NT2 SL ST SR SU SU2 EL ET ER EU EL2 WL WT WR WU WR2 S2L2 S2T2 S2R2 S2U2 TOTAL 2:00 PM 21 55 2 0 3 10 44 19 1 1 9 51 37 0 9 2 37 11 0 2 0 0 6 2 322 2:15 PM 24 56 3 0 1 14 58 22 0 2 18 56 37 0 10 3 35 9 0 1 1 2 3 5 360 2:30 PM 27 59 4 0 2 18 75 26 1 2 21 62 42 0 9 4 37 11 0 2 0 1 2 5 410 2:45 PM 24 63 5 0 1 21 82 32 2 1 19 58 43 0 8 5 39 8 0 3 0 2 4 6 426 3:00 PM 25 74 4 0 1 24 87 34 3 1 17 50 44 0 7 7 42 13 0 4 0 1 8 7 453 3:15 PM 30 84 5 0 3 15 65 18 1 2 16 56 50 0 7 5 42 16 0 2 0 2 3 5 427 3:30 PM 25 64 2 0 1 21 48 10 0 0 12 74 56 0 4 4 39 18 0 1 0 3 6 3 391 3:45 PM 26 75 5 0 2 12 53 19 0 0 12 74 41 0 7 1 63 9 0 1 0 2 5 4 411 NL NT NR NU NT2 SL ST SR SU SU2 EL ET ER EU EL2 WL WT WR WU WR2 S2L2 S2T2 S2R2 S2U2 TOTAL TOTAL VOLUMES : 202 530 30 0 14 135 512 180 8 9 124 481 350 0 61 31 334 95 0 16 1 13 37 37 3200 APPROACH %'s : 26.03% 68.30% 3.87% 0.00% 1.80% 16.00% 60.66% 21.33% 0.95% 1.07% 12.20% 47.34% 34.45% 0.00% 6.00% 6.51% 70.17% 19.96% 0.00% 3.36% 1.14% 14.77% 42.05% 42.05% PEAK HR : 02:30 PM 283 0 0 TOTAL
PEAK HR VOL : 106 280 18 0 7 78 309 110 7 6 73 226 179 0 31 21 160 48 0 11 0 6 17 23 1716 PEAK HR FACTOR : 0.883 0.833 0.900 0.000 0.583 0.813 0.888 0.809 0.583 0.750 0.869 0.911 0.895 0.000 0.861 0.750 0.952 0.750 0.000 0.688 0.000 0.750 0.531 0.821 Explanations for extra leg 1 movements
Movements entering the extra leg
NT2
SU2
EL2
WR2
Movements exiting the extra leg
S2T2
S2U2
S2L2
S2R2
Movements exiting from Extra Leg 1 (El Dora St) entering into Lemon Grove Ave heading NB Movements exiting from Extra Leg 1 (El Dora St) entering into Canton Dr heading EB Movements exiting from Extra Leg 1 (El Dora St) entering into Massachusetts Ave heading WB Movements coming from NB on Lemon Grove entering into the Extra Leg 1 (El Dora St) Movements coming from SB on Lemon Grove entering into the Extra Leg 1 (El Dora St) Movements coming from EB on Lemon Massachusetts Ave entering into the Extra Leg 1 (El Dora St) Movements coming from WB on Lemon Canton Dr entering into the Extra Leg 1 (El Dora St) Movements exiting from Extra Leg 1 (El Dora St) entering into Lemon Grove Ave heading SB 22-040220-005
12/15/2022
02:30 PM - 03:30 PM

0.947 0.842 0.856 0.950 0.909
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
SOUTHBOUND2
07:30 AM - 08:30 AM

0.872 0.856 0.718 0.897 0.897
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
Lemon Grove Ave/El Dora St Lemon Grove Ave/El Dora St Massachusetts Ave/Canton Dr Massachusetts Ave/Canton Dr National Data & Surveying ServicesIntersection Turning Movement Count Location: Lemon Grove Ave/El Dora St & Massachusetts Ave/Canton Dr City: Lemon Grove Project ID:

Control: Signalized Date:

NS/EW Streets:
1 2 0 0 0 1 2 0 0 0 1 1 1 0 0 0.5 0.5 1 0 0 0 0 0 0
NL NT NR NU NT2 SL ST SR SU SU2 EL ET ER EU EL2 WL WT WR WU WR2 S2L2 S2T2 S2R2 S2U2 TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 4 7:15 AM 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 2 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 NL NT NR NU NT2 SL ST SR SU SU2 EL ET ER EU EL2 WL WT WR WU WR2 S2L2 S2T2 S2R2 S2U2 TOTAL TOTAL VOLUMES : 0 1 0 0 0 0 0 2 0 0 0 0 0 0 0 0 2 1 0 0 0 3 2 0 11 APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% 66.67% 33.33% 0.00% 0.00% 0.00% 60.00% 40.00% 0.00% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 0 0 1 0 0 4 PEAK HR FACTOR : 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.250 0.000 0.000 0.000 0.250 0.000 0.000 Headers NBL NBT NBR NBU NBT2 SBL SBT SBR SBU SBU2 EBL EBT EBR EBU EBL2 WBL WBT WBR WBU WBR2 SB2L2 SB2T2 SB2R2 SB2U2 1 2 0 0 0 1 2 0 0 0 1 1 1 0 0 0.5 0.5 1 0 0 0 0 0 0
NL NT NR NU NT2 SL ST SR SU SU2 EL ET ER EU EL2 WL WT WR WU WR2 S2L2 S2T2 S2R2 S2U2 TOTAL 2:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2:15 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2:30 PM 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 3:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 3:15 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NL NT NR NU NT2 SL ST SR SU SU2 EL ET ER EU EL2 WL WT WR WU WR2 S2L2 S2T2 S2R2 S2U2 TOTAL TOTAL VOLUMES : 0 3 0 0 0 1 3 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 10 APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 25.00% 75.00% 0.00% 0.00% 0.00% 0.00% 66.67% 0.00% 33.33% 0.00% PEAK HR : 02:30 PM 283 0 0 TOTAL
PEAK HR VOL : 0 1 0 0 0 1 2 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 6 PEAK HR FACTOR : 0.000 0.250 0.000 0.000 0.000 0.250 0.500 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 22-040220-005
12/15/2022
02:30 PM - 03:30 PM

0.750 0.250 0.750 0.500
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
SOUTHBOUND2
07:30 AM - 08:30 AM

0.500 0.375
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Bikes
Lemon Grove Ave/El Dora St Lemon Grove Ave/El Dora St Massachusetts Ave/Canton Dr Massachusetts Ave/Canton Dr National Data & Surveying ServicesIntersection Turning Movement Count Location: Lemon Grove Ave/El Dora St & Massachusetts Ave/Canton Dr Project ID:

City: Lemon Grove Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB EB WB TOTAL
7:00 AM 0 2 0 0 0 0 1 2 0 0 5
7:15 AM 0 1 1 2 0 0 0 2 0 0 6
7:30 AM 0 1 1 1 0 0 0 0 0 0 3
7:45 AM 0 2 1 1 0 2 0 3 0 0 9
8:00 AM 2 1 0 2 0 0 1 1 0 0 7
8:15 AM 0 1 0 1 0 0 0 2 0 1 5
8:30 AM 1 0 1 2 0 0 1 0 0 0 5
8:45 AM 1 0 2 1 0 0 0 0 2 0 6

EB WB EB WB NB SB NB SB EB WB TOTAL
TOTAL VOLUMES : 4 8 6 10 0 2 3 10 2 1 46
APPROACH %'s : 33.33% 66.67% 37.50% 62.50% 0.00% 100.00% 23.08% 76.92% 66.67% 33.33% PEAK HR : 07:30 AM 38 -1 -1 TOTAL
PEAK HR VOL : 2 5 2 5 0 2 1 6 0 1 24
PEAK HR FACTOR : 0.250 0.625 0.500 0.625 0.250 0.250 0.500 0.250 Headers NEB NWB SEB SWB ENS ESB WNB WSB N2EB N2WB

EB WB EB WB NB SB NB SB EB WB TOTAL
2:00 PM 0 0 0 1 0 0 0 0 0 2 3
2:15 PM 0 2 0 1 0 1 0 2 0 0 6
2:30 PM 1 1 0 1 1 1 1 1 0 2 9
2:45 PM 0 0 1 1 0 0 0 2 1 1 6
3:00 PM 0 0 1 0 0 0 0 0 0 0 1
3:15 PM 1 0 2 1 1 0 1 0 0 0 6
3:30 PM 0 0 3 1 1 1 0 0 1 0 7
3:45 PM 1 0 0 1 0 0 1 0 0 0 3

EB WB EB WB NB SB NB SB EB WB TOTAL
TOTAL VOLUMES : 3 3 7 7 3 3 3 5 2 5 41
APPROACH %'s : 50.00% 50.00% 50.00% 50.00% 50.00% 50.00% 37.50% 62.50% 28.57% 71.43% PEAK HR : 02:30 PM 280 -3 -3 TOTAL
PEAK HR VOL : 2 1 4 3 2 1 2 3 1 3 22
PEAK HR FACTOR : 0.500 0.250 0.500 0.750 0.500 0.250 0.500 0.375 0.250 0.375 22-040220-005
12/15/2022

0.611 0.375 0.583 0.375 0.625 0.500
02:30 PM - 03:30 PM
NORTH LEG 2 PM NORTH LEG SOUTH LEG EAST LEG WEST LEG

0.667 0.583 0.875 0.250 0.583 0.250
07:30 AM - 08:30 AM
AM NORTH LEG SOUTH LEG EAST LEG WEST LEG NORTH LEG 2
Data - Total Peds
Lemon Grove Ave/El Dora
St
Lemon Grove Ave/El Dora
St
Massachusetts Ave/Canton
Dr
Massachusetts Ave/Canton
Dr
National Data & Surveying ServicesIntersection Turning Movement Count Location: Lemon Grove Ave/El Dora St & Massachusetts Ave/Canton Dr Project ID:

City: Lemon Grove Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB EB WB TOTAL
7:00 AM 0 1 0 0 0 0 1 1 0 0 3
7:15 AM 0 1 0 1 0 0 0 2 0 0 4
7:30 AM 0 1 1 1 0 0 0 0 0 0 3
7:45 AM 0 0 1 1 0 2 0 1 0 0 5
8:00 AM 0 1 0 2 0 0 0 1 0 0 4
8:15 AM 0 0 0 1 0 0 0 1 0 1 3
8:30 AM 1 0 1 1 0 0 1 0 0 0 4
8:45 AM 0 0 1 1 0 0 0 0 2 0 4

EB WB EB WB NB SB NB SB EB WB TOTAL
TOTAL VOLUMES : 1 4 4 8 0 2 2 6 2 1 30
APPROACH %'s : 20.00% 80.00% 33.33% 66.67% 0.00% 100.00% 25.00% 75.00% 66.67% 33.33% PEAK HR : 07:30 AM 38 -1 -1 TOTAL
PEAK HR VOL : 0 2 2 5 0 2 0 3 0 1 15
PEAK HR FACTOR : 0.500 0.500 0.625 0.250 0.750 0.250
Headers NEB NWB SEB SWB ENS ESB WNB WSB N2EB N2WB

EB WB EB WB NB SB NB SB EB WB TOTAL
2:00 PM 0 0 0 1 0 0 0 0 0 2 3
2:15 PM 0 2 0 0 0 0 0 2 0 0 4
2:30 PM 0 1 0 1 0 0 1 1 0 2 6
2:45 PM 0 0 0 0 0 0 0 1 1 1 3
3:00 PM 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 1 0 1 1 0 0 1 0 0 0 4
3:30 PM 0 0 3 1 1 1 0 0 1 0 7
3:45 PM 1 0 0 1 0 0 1 0 0 0 3

EB WB EB WB NB SB NB SB EB WB TOTAL
TOTAL VOLUMES : 2 3 4 5 1 1 3 4 2 5 30
APPROACH %'s : 40.00% 60.00% 44.44% 55.56% 50.00% 50.00% 42.86% 57.14% 28.57% 71.43% PEAK HR : 02:30 PM 280 -3 -3 TOTAL
PEAK HR VOL : 1 1 1 2 0 0 2 2 1 3 13
PEAK HR FACTOR : 0.250 0.250 0.250 0.500 0.500 0.500 0.250 0.375 22-040220-005
12/15/2022

0.542 0.500 0.375 0.500 0.500
02:30 PM - 03:30 PM
NORTH LEG 2 PM NORTH LEG SOUTH LEG EAST LEG WEST LEG

0.750 0.500 0.875 0.250 0.750 0.250
07:30 AM - 08:30 AM
AM NORTH LEG SOUTH LEG EAST LEG WEST LEG NORTH LEG 2
Data - Peds_Adults
Lemon Grove Ave/El Dora
St
Lemon Grove Ave/El Dora
St
Massachusetts Ave/Canton
Dr
Massachusetts Ave/Canton
Dr
National Data & Surveying ServicesIntersection Turning Movement Count Location: Lemon Grove Ave/El Dora St & Massachusetts Ave/Canton Dr Project ID:

City: Lemon Grove Date:

NS/EW Streets:

EB WB EB WB NB SB NB SB EB WB TOTAL
7:00 AM 0 1 0 0 0 0 0 1 0 0 2
7:15 AM 0 0 1 1 0 0 0 0 0 0 2
7:30 AM 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 2 0 0 0 0 0 2 0 0 4
8:00 AM 2 0 0 0 0 0 1 0 0 0 3
8:15 AM 0 1 0 0 0 0 0 1 0 0 2
8:30 AM 0 0 0 1 0 0 0 0 0 0 1
8:45 AM 1 0 1 0 0 0 0 0 0 0 2

EB WB EB WB NB SB NB SB EB WB TOTAL
TOTAL VOLUMES : 3 4 2 2 0 0 1 4 0 0 16
APPROACH %'s : 42.86% 57.14% 50.00% 50.00% 20.00% 80.00% PEAK HR : 07:30 AM 38 -1 -1 TOTAL
PEAK HR VOL : 2 3 0 0 0 0 1 3 0 0 9
PEAK HR FACTOR : 0.250 0.375 0.250 0.375
Headers NEB NWB SEB SWB ENS ESB WNB WSB N2EB N2WB

EB WB EB WB NB SB NB SB EB WB TOTAL
2:00 PM 0 0 0 0 0 0 0 0 0 0 0
2:15 PM 0 0 0 1 0 1 0 0 0 0 2
2:30 PM 1 0 0 0 1 1 0 0 0 0 3
2:45 PM 0 0 1 1 0 0 0 1 0 0 3
3:00 PM 0 0 1 0 0 0 0 0 0 0 1
3:15 PM 0 0 1 0 1 0 0 0 0 0 2
3:30 PM 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0

EB WB EB WB NB SB NB SB EB WB TOTAL
TOTAL VOLUMES : 1 0 3 2 2 2 0 1 0 0 11
APPROACH %'s : 100.00% 0.00% 60.00% 40.00% 50.00% 50.00% 0.00% 100.00% PEAK HR : 02:30 PM 280 -3 -3 TOTAL
PEAK HR VOL : 1 0 3 1 2 1 0 1 0 0 9
PEAK HR FACTOR : 0.250 0.750 0.250 0.500 0.250 0.250
22-040220-005
12/15/2022

0.750 0.250 0.500 0.375 0.250
02:30 PM - 03:30 PM
NORTH LEG 2 PM NORTH LEG SOUTH LEG EAST LEG WEST LEG

0.563 0.625 0.500
07:30 AM - 08:30 AM
AM NORTH LEG SOUTH LEG EAST LEG WEST LEG NORTH LEG 2
Data - Peds_Kids
Lemon Grove Ave/El Dora
St
Lemon Grove Ave/El Dora
St
Massachusetts Ave/Canton
Dr
Massachusetts Ave/Canton
Dr
Prepared by National Data & Surveying Services
ID: 22-040220-005 Day:

City: Lemon Grove Date:

AM 97 164 30 1 AM
NOON 0 0 0 0 NOON
PM 110 309 78 7 PM

AM NOON PM PM NOON AM
0 2 1 0 1 48 0 69

0.5 160 0 229
0 0 0 0 0.5 21 0 16
85 0 73 1 TEV 1492 0 1615 0 0 0 0
150 0 226 1 PHF 0.87 0.95
120 0 179 1
0 1 2 0

AM NOON PM PM NOON AM
PM 0 106 280 18 PM
NOON 0 0 0 0 NOON
AM 0 113 399 19 AM
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 300

NORTHBOUND
Lemon Grove Ave/El Dora St
Totals (NOON) Total Bikes (NOON)
NONE
322 0 199
Totals (AM) 509 Total Bikes (AM) Massachusetts Ave/Canton Dr EASTBOUNDWESTBOUND Massachusetts Ave/Canton Dr 439 0 376

CONTROL
Signalized
0 NONE
02:30 PM - 03:30 PM 408
Lemon Grove Ave/El Dora St & Massachusetts Ave/Canton Dr Peak Hour Turning Movement Count
Lemon Grove Ave/El Dora St Thursday
SOUTHBOUND 12/15/2022 PEAK HOURS 2:00 PM - 04:00 PM
07:30 AM - 08:30 AM 554 7:00 AM - 09:00 AM COUNT PERIODS

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM

NOON PMNOON AMAMNOON PM PMNOON AMAMNOON PM
3 0
6 2
0 1
40 250 3
2 0
0 1
0 2
20 250 1
0 0
0 0
1 0
021
010
0 0
0 0
0 0
000
000
1 2
0 0
0 0
000
000
48 160
179 21
226
73 110 309 78 106 280 18
0 0
0 0
0 0
000
000
69 229
120 16
150
85 97164 30 113 399 19
Roadway Classifications Map
Esri, NASA, NGA, USGS, FEMA, SanGIS, California State Parks, Esri, HERE, Garmin, Foursquare, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, Bureau of Land Management, EPA, NPS, US Census Bureau, USDA
Legend
Roadway Classification
Class l Collector
Class ll Collector
Class lll Collector
Four-Lane-Major
Residential/Local Collector
City Boundary
0 0.2 0.4 0.8
Miles

LEMON GROVE

ROADWAY CLASSIFICATIONS
\\woodrodgers.loc\ProductionData\Jobs\Jobs\8875_Lemon_Grove\8875001_Lemon_Grove_Sidewalk_Master_Plan\GIS\ArcGISPro\JN8875001_LemonGroveSMP_TS.aprx 1/30/2023 11:14 AM athies NORTH
*Roadway Classifications are digitized from the City's General Plan Mobility Element sections
Urban and Rural Cross Section Exhibit
Descriptions
These cross-sections are updated from the City’s General Plan Mobility Element sections to relocate the parkway
between the curb and sidewalk.

Four-Lane Major: A four-lane divided roadway with access and parking controlled as necessary to maintain flow.

Primary function is to provide mobility; access is secondary.

Class I Collector: A four-lane undivided road intended to provide access between major roads and local or residential streets; parking controlled as necessary.

Class II Collector: A two-lane roadway with a center turn lane to allow for safe access to and from adjacent
properties; parking is typically allowed.

Class III Collector: A two-lane undivided road. The main function is to provide access to adjacent properties and distribute traffic to and from higher class roadways; parking is typically allowed.

Residential: A two-lane undivided road. The main function is to provide access to neighborhoods; parking is typically allowed.

Note: Total Right-of-Way can vary depending on whether
parking and/or sidewalk strip is provided.

Urban and Rural Cross Sections
City Right-of-Way Heatmap
Esri, NASA, NGA, USGS, FEMA, SanGIS, California State Parks, Esri, HERE, Garmin, Foursquare, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, Bureau of Land Management, EPA, NPS, US Census Bureau, USDA
0 0.25 0.5 1
Miles
\\woodrodgers.loc\ProductionData\Jobs\Jobs\8875_Lemon_Grove\8875001_Lemon_Grove_Sidewalk_Master_Plan\GIS\ArcGISPro\JN8875001_LemonGroveSMP_AT_2.aprx 1/30/2023 10:11 AM athies NORTH
Legend
Half Street ROW width (ft)
0 - 28
29 - 30
31 - 36
37 - 42
43 - 60
City Boundary

LEMON GROVE

RIGHT-OF-WAY WIDTH MAP

Pavement Management Program Report
April 4, 2023

CITY OF LEMON GROVE

CITY COUNCIL

STAFF REPORT
Item No. 5
Meeting Date: April 4, 2023
Submitted to: Honorable Mayor and Members of the City Council Department: Public Works
Staff Contact: Izzy Murguia, Public Works Director
[email protected]
Item Title: Acceptance of the Pavement Management Program Report Recommended Action: Adopt a resolution (Attachment A) accepting the Pavement Management Program report and provide comments and direction to staff as appropriate.

Summary: On October 4, 2022, the Council awarded a professional services agreement to Nichols Consulting Engineers (NCE) to update the Pavement Management Program (PMP).

The PMP was last updated in 2018 and has been used to establish a prioritization of streets receiving treatment in the City’s street network. In March 2023, NCE completed the draft report. Since that time, City and NCE staff have worked together to revise the draft report to produce the final product (Attachment B). The PMP summarizes the results of the most recent update, and its purpose is to help educate staff and the Council about the current condition of the pavement network and the impact of various funding scenarios on future network conditions.

Background: The City of Lemon Grove last updated its PMP in 2018. Since then staff used the schedule and treatment types called for in the PMP to make up the list of streets treated as part of its annual Street Rehabilitation Capital Improvement Project (CIP). Similar to the process followed in 2018, an update to the PMP will evaluate the condition of the street network to calculate a new Pavement Condition Index (PCI) in order to prepare a five-year plan to repair the City’s street network.

On October 4, 2022, the Council awarded a professional services agreement to Nichols Consulting Engineers (NCE) to update the PMP. In March 2023, NCE completed the draft report. Since that time, City and NCE staff have worked together to revise the draft report to produce the final product.

Pavement Management Program Report
April 4, 2023

Discussion: One of the most difficult tasks that a Public Works Department is charged with is to accurately forecast the rate of pavement deterioration over time. There are several variables that come into play that degrade street segments faster than others, such as:
• Age (since the age of many streets is unknown and pavements degrade at an exponentially faster rate as they age);
• Adequacy of drainage;
• Quality of the original construction; and
• Traffic volumes (which includes the percentage of heavy vehicular travel).

For these reasons staff continues to re-evaluate pavement conditions to ensure that the pavement system is rehabilitated in the most cost-effective manner possible. Furthermore, the type of treatment is a critical component of the PMP because matching the best treatment with the current condition of the street segment is vital to prolonging the street system. The intent is to select and schedule the pavement’s needed treatment before the pavement deteriorates to a point where the next, more aggressive, and costly treatment is required. The focus is trying to do the right treatment at the right time to the right pavement.

Objectives of the PMP: NCE identified four objectives when completing the PMP update.

Staff listed the objectives with a brief description below.

1. Implementation – Assist the City with creating and implementing a PMP by inventorying the street sections and creating a document that will allow strategic decisions to be made by the Council.

2. Inspections – Perform walking inspections of the entire street network determine the overall pavement condition.

3. Strategies – Discuss and recommend the appropriate maintenance and rehabilitation (M&R) strategies.

4. Budgetary Analysis – Based on all known and estimated funding sources, create a budget analysis that will treat the existing system. Additionally determine what the M&R funding needs are of the City.

PMP Update Process: In November 2022, NCE performed a walking inspection of the entire street network, which consisted of approximately 70 centerline miles of streets of which 10.8 miles are arterials, 17.6 miles are collectors, 41.1 miles are residential, 0.5 miles are parking lots. After the inspection, NCE concluded that the City’s weighted (by area) PCI is 58. This is a fair condition.

Pavement Management Program Report
April 4, 2023

Next, NCE reviewed the M&R strategies with City staff. This process specifically focused on the selection of appropriate and most effective treatments such as slurry seals or overlays and determining an accurate unit cost. City staff provided unit costs based on recent bid information that the City and other surrounding agencies have recently received. Once M&R alternatives were established, NCE entered the information into StreetSaver, a pavement management system, for a five-year budgetary analysis based on the amount of funds the City anticipates to receive as well as what it would take to achieve set PCI goals.

In discussions with NCE, City staff concluded that there should be three funding scenarios that account for PCI goals and deferred maintenance costs during the next five-year period.

Three alternative budget scenarios were performed to illustrate the impacts of different funding levels in a five-year analysis period.

1. Scenario 1: City’s Budget ($1.16 million to $1.26 million): Scenario 1 evaluates the City’s pavement conditions utilizing the City’s existing budget during the five-year analysis period. With a street M&R budget of $6.04 million over the analysis period, the network PCI is expected to decrease from 58 to 52 and the deferred maintenance will increase from $41.16 million to $55.31 million by Fiscal Year 2027-2028. By the end of the analysis period, 50.9 percent of the streets will be in the “Good” condition category, 6.9 percent will be in the in “Fair” condition category while 42.2 percent will be in “Poor” or “Very Poor” condition categories.

2. Scenario 2 (NCE Recommended): Scenario 2 evaluates increasing the network PCI by one point per year. In this scenario, the City will need to spend approximately $2.32 million to $4.50 million annually over the next five years. An assumption was made to spend $1.16 million in the first year on roads that had a PCI of less than 25.

This scenario will increase the City’s PCI to an average pavement condition of 63 and increase the portion of the network in “Good” condition. The deferred maintenance would remain almost the same at approximately $41.61 million. This scenario will require an average annual budget of approximately $3.81 million which is $2.61 million more than the City’s existing budget of $1.16-1.26 million per year.

3. Scenario 3: Achieve a PCI of 70: Approximately $26.5 million over the analysis period is required to achieve a citywide average PCI of 70. The deferred maintenance will decrease to $31.9 million by Fiscal Year 2027-28. At the end of the analysis period,

76.1 percent of the streets will be in the “Good” condition category, 4.4 percent will be in the “Fair” condition category, while 19.5 percent will be in “Poor” or “Very Poor” condition categories.

Pavement Management Program Report
April 4, 2023

City staff recommends a hybrid approach of Scenario 1 and Scenario 2. With budget constraints in mind, it is recommended the Council consider increasing its current funding level of $1.16-1.26 million per year during the analysis period by three to five percent to keep up with inflation as well as general construction cost escalation. Additionally, it is recommended the Council allocate one-time funds, when available, to address streets requiring more intensive rehabilitation (e.g., streets with a PCI less than 25). Staff will also be bringing to the Council a request for FY 23-24 to consider additional personnel in order to implement a more robust and aggressive maintenance and rehabilitation program (e.g., crack sealing, minor overlays, dig-outs, skin patching) to ensure roadway sections do not deteriorate such that they would require expensive rehabilitation.

Next Steps: Pending the Council’s approval of the PMP and overall direction, the Council’s input will provide the guidance necessary to ensure the timely development of the City’s fiveyear road capital improvement plan (CIP), which will be brought before Council at an upcoming meeting. Following approval of the PMP, staff will delve deeper into the PMP findings and recommendations and incorporate engineering analysis on recommended street treatments to ensure proposed repairs/treatments are reflective of actual conditions.

Environmental Review:

Not subject to review Negative Declaration
Categorical Exemption, Section Mitigated Negative Declaration Fiscal Impact: There is no fiscal impact associated with receiving this report.

Public Notification: None.

Staff Recommendation: Adopt a resolution (Attachment A) accepting the Pavement Management Program report and provide comments and direction to staff as appropriate.

Attachments:

Attachment A – Resolution
Attachment B – Pavement Management Program Report
Pavement Management Program Report
April 4, 2023

Attachment A
RESOLUTION NO. 2023-___

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LEMON GROVE,

CALIFORNIA, ACCEPTING THE PAVEMENT MANAGEMENT PROGRAM
REPORT
WHEREAS, in 2018 the City Council approved the City’s pavement management program; and
WHEREAS, the pavement management program is an analysis of the street network which generates a pavement condition index; and
WHEREAS, on October 4, 2022, the City awarded a professional services agreement to Nichols Consulting Engineers (NCE) to update the PMP; and WHEREAS, NCE identified four objectives to include in the final PMP report that included inventorying of street sections, performing walking inspections of all street segments, recommending appropriate maintenance and rehabilitation strategies, and use estimated funding sources to complete a budget analysis; and WHEREAS, in March 2023, NCE completed and submitted the final report to the City; and
WHEREAS, the City Council has reviewed and accepted the report.

NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Lemon Grove, California hereby:

1. Accepts the final Pavement Management Program Report.

2. Authorizes the City Manager or her designee to manage the project and close out process.

Pavement Management Program Report
April 4, 2023

PASSED AND ADOPTED on April 4, 2023, the City Council of the City of Lemon Grove, California, adopted Resolution No. _______, passed by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
__________________________
Racquel Vasquez, Mayor
Attest:
_____________________________
Deborah Harrington, Interim City Clerk
Approved as to Form:
_________________________
Kristen Steinke, City Attorney
City of Lemon Grove
3232 Main Street
Lemon Grove, CA 91945
Pavement Management Program
2023 Update
Final Report
March 2023
Fountain Valley, CA
17050 Bushard St. Suite 200
Fountain Valley, CA 92708
Attachment B
Final Report
Pavement Management Program 2023 Update
Lemon Grove, CA
March 2023
Prepared for:

City of Lemon Grove
3232 Main Street,
Lemon Grove, CA 91945
Prepared by:

NCE
17050 Bushard St. #200
Fountain Valley, CA 92708
(714) 848-8837
NCE Project No. 605.04.30
This Page Intentionally Left Blank
PAVEMENT MANAGEMENT PROGRAM 2023 UPDATE

EXECUTIVE SUMMARY LEMON GROVE, CA
FINAL REPORT MARCH 2023
ES-1
Executive Summary
The City of Lemon Grove (City) has worked with Nichols Consulting Engineers, Chtd. (NCE) to update their pavement management program (PMP) every five years over the last few years. This report summarizes the results of the most recent update, and its purpose is to help educate policy makers about the current condition of the pavement network and the impact of various funding scenarios on future network conditions.

The City’s pavement network consists of 148.1 lane miles of streets, of which 16.4 percent are arterial, 29.0 percent are collector, 53.7 percent are residential, and

0.9 percent parking lots. Overall, the City’s pavement network is currently in “Fair” condition with an average pavement condition index (PCI) of 58. Approximately,

57.4 percent of the network is in “Good” or “Fair” condition and 42.6 percent is in “Poor” or “Very Poor” condition.

Functional
Class
Centerline
Mileage
Lane
Miles
# of
Sections
Sum of
Area (FF)
%
Pavement
Area
Weighted
Average PCI
Arterial 10.8 24.2 68 2,021,081 16.4% 65
Collector 17.6 42.5 96 3,576,718 29.0% 56
Residential/Local 41.1 81.4 315 6,643,758 53.7% 56
Parking Lots N/A N/A 7 113,040 0.9% 54
Grand Total 69.5 148.1 486 12,354,597 100.00% 58
Three alternative budget scenarios were performed to illustrate the impacts of different funding levels in a five-year analysis period. The following table lists each scenario with its corresponding five-year budget and the PCI at the end of the analysis period for the respective grouping as well as the total network.

Scenario Description 5-Year
Budget ($M)
Fiscal Year
27/28 PCI
1 Existing Budget $1.16 to $1.26
annually 52
2 Increase by 1 PCI point per
year
$2.32 to $4.50
annually 63
3 Improve Network PCI to 70 $5.30 annually 70
NCE recommends Scenario 2, which would increase the City’s PCI to an average pavement condition of 63 and increase the portion of the network in “Good” condition. In total over the next 5 years, Scenario 2 would require the City to invest $19.03 million ($13.0 million more than the City’s current budget).

PAVEMENT MANAGEMENT PROGRAM 2023 UPDATE

TABLE OF CONTENTS LEMON GROVE, CA
FINAL REPORT MARCH 2023
i
Table of Contents
1 Introduction and Background ............................................................1

1.1 Study Objectives .............................................................................. 1

1.2 Scope of Work ................................................................................. 2 2 Network Summary & Pavement Condition .........................................3 3 Maintenance and Rehabilitation Strategies ......................................10 4 Budget Analyses ..............................................................................12

4.1 Budget Needs Analysis .................................................................... 13

4.2 Scenario 1: City’s Existing Budget ($1.16M to $1.26M annually) ........... 15

4.3 Scenario 2: Increase by 1 PCI point per year ($2.32M to $4.50M annually) ................................................................................................. 16

4.4 Scenario 3: Increase PCI by 5 points................................................. 18

4.5 Scenarios Comparison..................................................................... 19 5 Conclusions and Recommendations .................................................21

5.1 Recommended Scenario .................................................................. 21

5.2 Pavement Funding.......................................................................... 21

5.3 Pavement Maintenance Strategies .................................................... 22

5.4 Re-inspection Strategies.................................................................. 22

5.5 Maintenance and Rehabilitation Decision Tree..................................... 22

5.6 Next Steps .................................................................................... 22 List of Figures
Figure 1. Common Distresses for AC Pavements................................................ 4 Figure 2. Common Distresses for PCC Pavements .............................................. 5 Figure 3. Pavement Condition Categories ......................................................... 6 Figure 4. Examples of AC Streets with Different PCIs. ........................................ 7 Figure 5. Pavement Network Breakdown by Condition Category .......................... 9 Figure 6. PCI Comparison with Other Agencies.................................................. 9 Figure 7. Cost of Maintaining Pavements over Time. ........................................ 11 Figure 8. PCI vs Deferred Maintenance for Scenario 1 ...................................... 15 Figure 9. PCI vs Deferred Maintenance for Scenario 2 ...................................... 16 PAVEMENT MANAGEMENT PROGRAM 2023 UPDATE

TABLE OF CONTENTS LEMON GROVE, CA
FINAL REPORT MARCH 2023
ii
Figure 10. PCI vs Deferred Maintenance for Scenario 3 .................................... 18 Figure 11. Comparison of Annual PCI by Scenario............................................ 19 Figure 12. Comparisons between Scenarios .................................................... 20 Figure 13. Pavement Network Condition Breakdown for Budget Scenarios........... 20 List of Tables
Table 1. Pavement Condition Categories .......................................................... 6 Table 2. Network Summary Statistics .............................................................. 8 Table 3. Pavement Condition Breakdown by Functional Classification.................... 8 Table 4. Summary Results for Budget Needs Analysis ...................................... 14 Table 5. Summary Results for Scenario 1 ....................................................... 15 Table 6. Summary Results for Scenario 2 ....................................................... 16 Table 7. Summary of Sections with PCI less than 25........................................ 17 Table 8. Summary Results for Scenario 3 ....................................................... 18 List of Appendices
Appendix A
Quality Control Plan (QCP)
Appendix B
Section PCI Listing
Appendix C
Maintenance and Rehabilitation (M&R) Decision Tree
Appendix D
Budget Needs
Appendix E
Budget Scenario Results
Appendix F
Scenario 1 - Section Selected for Treatment
Appendix G
Current Condition & Scenario 1 - GIS Maps.....................................................

PAVEMENT MANAGEMENT PROGRAM 2023 UPDATE

INTRODUCTION LEMON GROVE, CA
FINAL REPORT MARCH 2023
1 1 Introduction and Background
NCE was selected by the City of Lemon Grove to perform an update of its Pavement Management Program (PMP). The City’s last update was performed by NCE in 2018 using the StreetSaver® software. StreetSaver® is a web-based pavement and asset management software that assists agencies in maintaining an inventory database, tracking inspection and maintenance data, monitoring current conditions, and analyzing performance predictions. The goal of this project is to update the PMP with current pavement conditions and to perform funding analyses. The results of the funding analyses will help inform and educate policy makers on funding levels needed to maintain the pavement network.

Broadly, a “… pavement management system is designed to provide objective information and useful data for analysis so that … managers can make more consistent, cost-effective, and defensible decisions related to the preservation of a pavement network.”1 In other words, a PMP is designed to assist cities with answering questions such as:
• What does the City’s street network consist of and what are the street conditions?
• How will the condition of the City’s maintained streets respond over time under the existing funding level?
• What maintenance and rehabilitation (M&R) strategies exist to improve the current street conditions?
• What is the backlog of M&R work that should be done to achieve the City’s pavement condition goal?
• What are the future M&R needs?
• What are the street repair priorities?
• How much funding is needed to maintain or improve the current street conditions?
For the 2023 update, the City’s entire street network was inspected via walking inspection method as outlined in the “modified” ASTM D64332.

1.1 STUDY OBJECTIVES
The objectives of this study were to:
• Implement a PMP to assist the City with inventorying its street sections and assist policy makers in making decisions regarding street maintenance. 1 AASHTO “Guidelines for Pavement Management Systems”. American Association of State Highway and Transportation Officials, Washington DC, July 1990.
2 ASTM. “ASTM D6433.” Standard Practice for Roads and Parking Lots Pavement Condition Index Inspections.

PAVEMENT MANAGEMENT PROGRAM 2023 UPDATE

INTRODUCTION LEMON GROVE, CA
FINAL REPORT MARCH 2023
2 • Perform pavement condition inspections of the City’s maintained street network and determine the overall PCI.
• Develop appropriate M&R strategies.
• Perform budgetary analysis and determine the M&R funding needs.

Finally, this report links the recommended repair program costs to the City’s current and projected budget alternatives to improve the overall network condition.

It also assesses the adequacy of existing revenues to meet the recommended maintenance needs, and maximizes the return from expenditures by:
• Recommending a multi-year street M&R program;
• Developing a preventive maintenance program; and
• Selecting streets for the most cost-effective repairs.

1.2 SCOPE OF WORK
The scope of work included performing pavement condition inspections on the entire City’s maintained street network as per the protocols described in ASTM D64332. The inspections were completed in November of 2022 using a walking inspection method.

Note that the condition inspections did not address non-pavement issues such as traffic, safety and street hazards, geometric issues, drainage issues, or immediate maintenance needs. As part of this task, a Quality Control Plan was developed and implemented. A copy is included in Appendix A.

Upon completion of the data collection activities, NCE reviewed M&R strategies with the City staff. This included the selection of appropriate treatments such as surface seals or overlays, and the determination of unit costs. The unit costs are based on recent bid tabs from the City and surrounding agencies and include the related construction, engineering, and design costs. Once appropriate M&R alternatives are defined, they were entered into the StreetSaver® decision tree for budgetary analyses.

Similar to the 2018 PMP report, NCE performed a budget needs analysis using an analysis period of five years with an annual inflation rate of 3 percent. The StreetSaver® software analyzed M&R requirements for each street section and calculated the total M&R effort over the analysis period under different funding levels. The purpose of a five-year plan is to prepare and recommend a five-year plan to assist the City in its Capital Improvement Plan (CIP) preparation.

PAVEMENT MANAGEMENT PROGRAM 2023 UPDATE

NETWORK SUMMARY & PAVEMENT CONDITION LEMON GROVE, CA
FINAL REPORT MARCH 2023
3 2 Network Summary & Pavement Condition
The City of Lemon Grove is responsible for the repair and maintenance of approximately 69.5 centerline miles of streets of which 10.8 miles are arterials,

17.6 miles are collectors, and 41.1 miles are residentials. Street pavements are one of the City’s most valuable assets, and the replacement value is estimated to be approximately $126.7 million, which was calculated by combining each street section’s projected reconstruction cost. It should be noted, this estimated cost does not include the value of other non-pavement street components, such as curb and gutters, sidewalks, drainage etc.

The PCI is a measurement of pavement grade or condition and ranges from 0 to 100. The pavement condition is primarily affected by the climate, traffic loads and volumes, construction materials and age. For example, a newly constructed street will have a PCI of 100, while a street that is near the end of its service life will generally have a PCI of 25 or less. The service life of a street also depends primarily on traffic loads and volumes. For instance, an arterial such as Lemon Grove Avenue that may see an abundance of heavy-truck traffic could have a service life of 15 to 20 years while a residential street such as Lansing Drive, with a trash truck service once or twice a week, may have a longer service life (25 to 30 years). Some of the distresses manifested by a pavement as it ages are:

Asphalt Concrete (AC) Pavement:
• Alligator (Fatigue) Cracking* • Patching and Utility Cut Patching • Block Cracking • Rutting*
• Depression • Raveling
• Longitudinal/Transverse Cracking • Weathering
Portland Cement Concrete (PCC) Pavement:
• Corner Break* • Linear Cracking
• Divided Slab* • Spalling (Corner and Joint)
• Durability Cracking* • Scaling/Map Cracking/Crazing
• Patching (Large and Small)
*Indicates load-related distresses
A more detailed description of each distress type is available in the “modified” ASTM D64332 and photographs of some common distresses are shown in the following figures. Figure 1 and Figure 2 shows generic examples of common distresses found in AC and PCC pavement, respectively.

PAVEMENT MANAGEMENT PROGRAM 2023 UPDATE

NETWORK SUMMARY & PAVEMENT CONDITION LEMON GROVE, CA
FINAL REPORT MARCH 2023
4 Figure 1. Common Distresses for AC Pavements
Alligator Cracking Block Cracking
Bumps and Sags Patching
Potholes Raveling
Note: Photos are not from the City of Lemon Grove.

PAVEMENT MANAGEMENT PROGRAM 2023 UPDATE

NETWORK SUMMARY & PAVEMENT CONDITION LEMON GROVE, CA
FINAL REPORT MARCH 2023
5 Figure 2. Common Distresses for PCC Pavements
Patching Linear Cracking
Scaling Divided Slab
Blowup Spalling
Note: Photos are not from the City of Lemon Grove.

PAVEMENT MANAGEMENT PROGRAM 2023 UPDATE

NETWORK SUMMARY & PAVEMENT CONDITION LEMON GROVE, CA
FINAL REPORT MARCH 2023
6 The definitions of the pavement condition categories and PCI ranges are identified in Table 1 and Figure 3. As noted below, streets in a “Fair” condition includes streets with both non-load related (block cracking, weathering or raveling) and load related (alligator cracking, rutting) distresses. Since the appropriate treatments for these conditions are different, they are separated into distinct categories and generally, streets with load-related distress are more expensive to repair. The two categories of a “Fair” condition pavement are identified by II (non-load related) and III (load related) and further explained in Table 1 below. StreetSaver® will assign the appropriate treatments and costs to streets identified within each category.

Table 1. Pavement Condition Categories
Condition
Category PCI Pavement Description
(I) Good 70-
100
Pavements which have no surface distress or minimal surface distress which may include some hairline longitudinal/transverse cracks and/or weathering. The pavement structure is sound and minor oxidation may occur.
(II) Fair, NonLoad50-69
Pavements which have a significant level of distress that are predominantly non-load related such as longitudinal/transverse cracks, bleeding, block cracking, weathering, and raveling, etc. The pavement structure is sound, and some oxidation has occurred. (III) Fair, LoadRelated 50-69
Pavements which have a significant level of distress that are predominantly load related such as alligator cracking and minor rutting, etc. The pavement structure is becoming deficient (minimal base failure).
(IV) Poor 25-49
The pavement has moderate to severe surface distresses. Extensive weathering or raveling, block cracking, and load-related distresses such as alligator cracking, rutting, and potholes may occur. (V) Very Poor 0-24
The pavement has severe weather-related distress as well as large quantities of load-related distresses. The pavement is nearing the end of its service life.

Figure 3. Pavement Condition Categories
PAVEMENT MANAGEMENT PROGRAM 2023 UPDATE

NETWORK SUMMARY & PAVEMENT CONDITION LEMON GROVE, CA
FINAL REPORT MARCH 2023
7 The photographs in Figure 4 illustrate the City’s AC streets and show a range of PCIs.

Figure 4. Examples of AC Streets with Different PCIs.

PCI:65
Skyline Dr.

Palm St. to Mt Vernon St.

Central Ave.

New Jersey Ave. to Cypress Ave.

PCI:30
Mulder St.

Palm St. to Haven St
PCI:20
Madera St.

Massachusetts Ave. to Ramon St.

PCI:96 PCI:80
PCI:44
Palm St.

Citronella St. to Skyline Dr.

Placentia St.

El Prado Ave. to San Altos Pl.

PAVEMENT MANAGEMENT PROGRAM 2023 UPDATE

NETWORK SUMMARY & PAVEMENT CONDITION LEMON GROVE, CA
FINAL REPORT MARCH 2023
8 The City’s average weighted (by area)3 PCI is 58; this is considered to be in a “Fair” condition. The average network PCI shows a two-point drop since 2018. However, the average PCI does not completely describe the City’s pavement network. As shown in Table 2, the average PCI of arterial streets improved by 3 points, but the average PCI of residential and collector streets dropped 3-4 points since 2018. A better representation of the overall network condition includes a breakdown by the functional class as shown in Table 2.

Table 2. Network Summary Statistics
Functional
Class
# of
Sections
Centerline
Miles
Pavement
Area (sf)
Pavement
Area
(%)
Weighted
Average
PCI
2022/2023
Weighted
Average
PCI
2017/2018
Arterial 68 10.8 2,021,081 16.4% 65 62
Collector 96 17.6 3,576,718 29.0% 56 59
Residential
/Local 315 41.1 6,643,758 53.7% 56 60
Parking
Lots 7 N/A 113,040 0.9% 54 74
Total 486 69.5 12,354,597 100.0% 58 60
Table 3 shows the distribution of pavements as a percentage of the entire network by functional class and condition category. For example, 26.1 percent of the network consists of residential pavements in “Good” condition. Figure 5 depicts the same distribution of pavements as a percentage of each functional class by category. More than half (57.4 percent) of the City’s streets are in “Good” or “Fair” condition, while 42.6 percent are in either a “Poor” or a “Very Poor” condition.

Appendix B contains the PCI listing for all streets in the City.

Table 3. Pavement Condition Breakdown by Functional Classification Condition
Category
PCI
Range
Percent of Entire Network (%)
Arterial Collector Residential
/Local
Parking
Lot Total
Good 70-100 8.4 13.3 26.1 0.4 48.2
Fair 50-69 0.8 2.4 6.0 0.0 9.2
Poor 25-49 5.4 4.8 9.2 0.5 19.9
Very Poor <25 1.8 8.5 12.4 0.0 22.7
Total 16.4 29.0 53.7 0.9 100.00
3 The weighted average PCI is a result of multiplying the area of each street section by the PCI of that section, totaling all sections together, and then dividing by the total area of the network area or functional classification.

PAVEMENT MANAGEMENT PROGRAM 2023 UPDATE

NETWORK SUMMARY & PAVEMENT CONDITION LEMON GROVE, CA
FINAL REPORT MARCH 2023
9 Figure 5. Pavement Network Breakdown by Condition Category Figure 6 illustrates PCI comparisons between Lemon Grove and the surrounding agencies using information gathered from the 2022 California Statewide Local Streets and Roads Needs Assessment.

Figure 6. PCI Comparison with Other Agencies
Good (I)
PCI (70-100)

48.2%
Fair (II/III)
PCI (50-69)

9.2%
Poor (IV)
PCI (25-49)

19.9%
Very Poor (V)
PCI (<25)

22.7%
Entire Network

48.5%

11.2%

17.1%

23.0%
Residential
(53.8% of Network)

45.9%

8.3%

16.6%

29.0%
Collector
(29.0% of
Network)

51.2%

4.9%

32.9%

11.0%
Arterial
(16.4% of
Network)

44.4% 55.6%
Parking Lot
(0.9% of
Network)
79 77 79
74 73
70 72
64 63
58 0
10 20
30 40
50 60
70 80
90 100
Poway Carlsbad San MarcosChula
Vista
El Cajon La Mesa Encinitas San Diego
(County)
Santee Lemon Grove Network PCI
Agencies
PAVEMENT MANAGEMENT PROGRAM 2023 UPDATE

MAINTENANCE AND REHABILITATION STRATEGIES LEMON GROVE, CA FINAL REPORT MARCH 2023
10 3 Maintenance and Rehabilitation Strategies
In meetings with the City staff, alternative treatment approaches were discussed based on the underlying philosophy of keeping good streets in good condition while also rehabilitating and reconstructing poor streets as allowed by the available budget.

Preventive maintenance treatments such as slurry seals or chip seals are suitable for pavements in the “Good” and “Fair” condition categories and should be applied every five to seven years if the pavement condition is appropriate. Slurry sealing is a process where an asphalt emulsion is mixed with fine aggregate and additives and placed in a thin layer to seal, fill, and renew pavement surfaces and protect it against moisture and the sun. Crack seals and minor localized repairs may be incorporated if needed. It should be noted that the roads having recent surface treatments (i.e., slurry seals) were likely to show a high PCI immediately following application since all the distresses would be covered up underneath the surface treatment. However, the resulting PCI deterioration rate would also be higher because of the treatment’s shorter service life (5-7 years).

When the pavement condition deteriorates to lower PCIs, grind and overlays and surface reconstruction treatments should be performed and these are considered “rehabilitation or reconstruction” treatments. In addition, localized base repairs are commonly used as preparatory work prior to overlays.

Figure 7 illustrates that pavement maintenance follows the old colloquial saying of "pay now or pay more later". History has shown that it costs less to maintain streets in good condition than to repair streets that have failed. By letting pavements deteriorate, a street that once costs $5 per square yard (SY) to seal may, in a few years, costs as much as $115 per SY to reconstruct.

PAVEMENT MANAGEMENT PROGRAM 2023 UPDATE

MAINTENANCE AND REHABILITATION STRATEGIES LEMON GROVE, CA FINAL REPORT MARCH 2023
11 Figure 7. Cost of Maintaining Pavements over Time.

The pavement deterioration curve shown in Figure 7 by the blue line also describes how pavements deteriorate over time. In general, arterials will be expected to have a service life of 20 years, while those for residential streets may exceed 30 years.

The 2023 PMP update followed the same strategy as the 2018 update where no treatment was recommended for street sections with a PCI of 90 or above. This will allow for some cost savings as the City would not have to slurry seal streets that are still in excellent condition and the savings could be used towards overlay work if needed. Arterial streets will continue to be treated on a five-year maintenance cycle based on the rehabilitation needs and funding availability.

The M&R decision tree (shown in Appendix C) serves as a basis for the various funding scenarios. As noted earlier, the M&R decision tree was developed based on NCE’s discussion with the City staff. It determines when a street section should be treated, the type of treatment, and the cost of treatment. The budget analysis results shown in this report are a result of treatments as determined by the decision tree.

It should also be noted that the decision tree shall be re-evaluated during the preparation of the CIP budget by using project level analysis to ensure that the treatment is appropriate and cost effective.
2” Grind and Overlay w/ Base Repairs
$32-35/SY
Slurry Seal and Crack Seal
$5/SY
3” Grind and Overlay w/ Base Repairs
$47-51/SY
Reconstruct Surface
$70-115/SY
Do Nothing
Chip Seal and Base Repairs
$10/SY
PAVEMENT MANAGEMENT PROGRAM 2023 UPDATE

BUDGET ANALYSES LEMON GROVE, CA
FINAL REPORT MARCH 2023
12 4 Budget Analyses
Based on the principle that it costs less to maintain streets in good condition than it does to repair those that have failed, cost-effective PMPs employ strategies that eliminate the deferred maintenance and then maintain the network with on-going preventive maintenance. Such strategies bring the network condition to an optimal PCI that can be maintained over time.

The first step in developing such a cost-effective strategy is to scope the total maintenance budget needs of the network:
o Budget Needs (unconstrained budget) – The City’s maintenance budget needs amount to a total of $44.37 million over the next five years. In this hypothetical scenario, if the City were to financially commit to this expenditure the network PCI would increase from 58 to 84 by FY 2027/28.

Having determined the five-year maintenance needs of the City’s street network, the next step in developing a cost-effective M&R strategy is to conduct a “what if” analysis. Using the StreetSaver® budget scenario module, the impacts of the City’s budget can be evaluated. This module seeks to answer the following questions:

The next step is to conduct alternative budget scenario analyses. In consultation with the City, three funding scenarios were selected for analysis and performed using StreetSaver®:
o Scenario 1: City's Existing Budget ($1.16 million to $1.26 million annually) – The City’s projected annual paving budget is between $1.16 million to $1.26 million over the next five years. At this funding level, the network PCI will decrease from 58 to 52 over the next five years.

Furthermore, the deferred maintenance will increase from $41.23 million to $55.31 million in FY 2027/28.
o Scenario 2: Increase by 1 point a year after spending 1.16M the first year on roads with PCI <25 ($2.32 million to $4.50 million per year) – The City would need to spend between $2.32 million to $4.50 million per year on street rehabilitation and preventive maintenance projects in order to increase the PCI by one point a year after spending half of the first year’s budget ($1.16 million) on the rehab of streets having PCI less than 25. The deferred maintenance will increase slightly from $41.23 million to $41.55 million in FY 2027/28.

If funding is constrained, what is the most cost-effective way to spend the funds? What are the consequences on the PCI and deferred maintenance? Which streets will be prioritized for repairs and when will they be repaired? PAVEMENT MANAGEMENT PROGRAM 2023 UPDATE

BUDGET ANALYSES LEMON GROVE, CA
FINAL REPORT MARCH 2023
13 o Scenario 3: Improve PCI to 70 ($5.3 million per year) – In order to improve the network PCI from 58 to 70 over the next five years, the City would need to spend approximately $26.50 million over the five years between fiscal year 2023/24 and 2027/28. As a result, the deferred maintenance will also decrease to $31.89 million by FY 2027/28.

The budget needs analysis and budget scenarios are presented in the following subsections. The detailed results of the budget needs analysis are provided in Appendix D. The detailed results of the budget scenarios are provided in Appendix E.

4.1 BUDGET NEEDS ANALYSIS
Once the pavement condition and the appropriate maintenance treatments have been determined, then it is possible to establish the funding needs for the City’s streets. Simplistically, the StreetSaver® program seeks to answer the following questions:

StreetSaver® will determine the amount of funding required for each street in the network to achieve an optimal level based on the policy established in the decision tree. For each street section, the software projects the PCI value without treatment, assigns the applicable treatments, and calculates the costs of the treatment(s) over the analysis period by multiplying the unit cost by the pavement section area. This procedure uses section description data, PCI values, and the established decision tree.

Based on the strategies outlined in the decision tree, StreetSaver® determines the appropriate treatment needed for each street section, when it should receive that next treatment, as well as the cost of treatment. Pavement begins to deteriorate immediately after treatment and as a result, subsequent preventive maintenance may be required per the decision tree.

StreetSaver® calculates total budget needs of approximately $44.37 million over the next five years at an annual inflation rate of three percent. If the City had sufficient funds and followed this funding strategy as recommended by the program, the average PCI will increase to the mid-80s. In essence, the maintenance needs summarized in Table 4 illustrates the level of expenditures required to improve the pavement condition to a state of good repair4. 4 “State of good repair” describe an overall network condition where most pavements are in the “Good” condition category and typically require preventative maintenance (e.g., crack sealing and surface seals) to maintain this network condition.

If funding is not a constraint, how much money is needed to bring the pavement condition to a state of good repair?
PAVEMENT MANAGEMENT PROGRAM 2023 UPDATE

BUDGET ANALYSES LEMON GROVE, CA
FINAL REPORT MARCH 2023
14 Table 4. Summary Results for Budget Needs Analysis
Fiscal Year Current 23/24 24/25 25/26 26/27 27/28 Total Budget Needs ($M) NA 41.23 0.76 1.15 1.18 0.06 44.37
Rehabilitation ($M) NA 41.16 0.45 0.86 0.25 0.05 42.77
Preventive
Maintenance ($M) NA 0.09 0.30 0.29 0.93 0.01 1.59
Treated PCI 58 91 88 86 86 84 NA
Untreated PCI/Do
Nothing 58 57 54 51 49 47 NA
Since it is less expensive to maintain good streets than poor streets, the budget needs module aims to place all street sections in a “Good” condition category. As a result, the total budget needs are “front-loaded”, as it is cheaper to repair the streets in the first year than in subsequent years due to the effect of deferring maintenance and inflation. After front-loading $41.23 million (the City’s deferred maintenance in the first year), most streets would be in “Good” condition. However, the condition of these streets will continue to degrade until it eventually reaches a point where another treatment is needed. This principle is reflected in the result of Table 4 as the PCI gradually drops from 91 to 84 by the end of the analysis period.

Although very few agencies can afford this “front-loaded” approach, it highlights the next treatments each street section needs and becomes a reference point for the other funding scenarios.

Of the $44.37 million in the five-year maintenance needs, approximately $1.59 million is programmed for preventive maintenance, while roughly $42.77 million is allocated for more costly rehabilitation and reconstruction treatments over the next five years.

Budget needs also correlate to deferred maintenance, which is pavement preservation and rehabilitation activities that are needed but cannot be performed due to lack of funding. Essentially, deferred maintenance is the deficit derived from budget needs after the City exhausts its available budget. Shrinking budgets have forced many cities and counties to defer much needed pavement maintenance activities. By deferring these activities, not only does the frequency of resident complaints about the condition of the pavement network increase, but the cost to repair these streets rises as well.

It should be noted that the prediction models in StreetSaver® may result in a more conservative performance because the impacts of the use of newer and more costeffective technologies are not included. For example, if improved materials are utilized (e.g., asphalt-binder with rubber or polymers), the actual performance of these treatments may be under-stated by the models. However, if the City continues to assess the pavement conditions regularly, the prediction of future conditions will continue to improve.

PAVEMENT MANAGEMENT PROGRAM 2023 UPDATE

BUDGET ANALYSES LEMON GROVE, CA
FINAL REPORT MARCH 2023
15 4.2 SCENARIO 1: CITY’S EXISTING BUDGET ($1.16M TO $1.26M ANNUALLY) The five-year projected annual paving budget of between $1.16 million and $1.26 million. At this funding level, the network PCI will show a five-point drop, from 58 to 52, by the end of the analysis period. The deferred maintenance will increase by 34 percent, from $41.16 million to $55.31 million over the next five years. By the end of the analysis period, 50.9 percent of the streets will be in the “Good” condition category, 6.9 percent will be in the in “Fair” condition category while 42.2 percent will be in “Poor” or “Very Poor” condition categories. Table 5 and Figure 8 summarize the results from Scenario 1.

Table 5. Summary Results for Scenario 1
Fiscal Year Current 23/24 24/25 25/26 26/27 27/28 Total Budget ($M) NA 1.16 1.19 1.20 1.23 1.26 6.04
Rehabilitation
($M) NA 1.06 0.88 0.91 0.30 1.24 4.4
Preventive
Maintenance ($M) NA 0.06 0.30 0.29 0.93 0.01 1.6
Deferred
Maintenance ($M) 41.23 40.10 44.67 49.09 51.83 55.31 NA Network PCI 58 58 56 55 53 52 NA
Figure 8. PCI vs Deferred Maintenance for Scenario 1

41.23 40.10 44.67 49.09 51.83 55.31
58 58 56 55 53 52
0 10
20 30
40 50
60 70
80 90
100
0 20
40 60
80 100
120
Current 23/24 24/25 25/26 26/27 27/28
Network PCI
Deferred Maintenance ($M)
Fiscal Year
Deferred Maintenance ($M)
Treated PCI
PAVEMENT MANAGEMENT PROGRAM 2023 UPDATE

BUDGET ANALYSES LEMON GROVE, CA
FINAL REPORT MARCH 2023
16 4.3 SCENARIO 2: INCREASE BY 1 PCI POINT PER YEAR ($2.32M TO $4.50M

ANNUALLY)
To increase the network PCI by one point per year, the City will need to spend approximately $2.32 million to $4.50 million annually over the next five years. In this scenario, an assumption was made to spend $1.16 million in the first year on roads that had a PCI of less than 25. In this case, the deferred maintenance will slightly increase to $41.61 million by FY 2027/28. At the end of the analysis period,

67.3 percent of the streets will be in the “Good” condition category, 4.4 percent will be in the in “Fair” condition category, while 28.2 percent will be in ”Poor” or “Very Poor” condition categories. Table 6 and Figure 9 summarize the results from Scenario 2.

Table 6. Summary Results for Scenario 2
Fiscal Year Current 23/24 24/25 25/26 26/27 27/28 Total Budget ($M) NA 2.32 4.15 4.50 4.30 3.80 19.03
Rehabilitation
($M) NA 2.28 3.79 4.18 3.39 3.74 17.45
Preventive
Maintenance ($M) NA 0.04 0.36 0.32 0.91 0.06 1.58
Deferred
Maintenance ($M) 41.23 38.91 40.51 41.53 40.98 41.61 NA Network PCI 58 59 60 61 62 63 NA
Figure 9. PCI vs Deferred Maintenance for Scenario 2

41.23 38.91 40.51 41.53 40.98 41.61
58 59 60 61 62 63
0 10
20 30
40 50
60 70
80 90
100
0 20
40 60
80 100
120
Current 23/24 24/25 25/26 26/27 27/28
Network PCI
Deferred Maintenance ($M)
Fiscal Year
Deferred Maintenance ($M)
Treated PCI
PAVEMENT MANAGEMENT PROGRAM 2023 UPDATE

BUDGET ANALYSES LEMON GROVE, CA
FINAL REPORT MARCH 2023
17 Table 7 shows a breakdown by functional class for streets that have PCI less than

25. As shown in the table, a total of 16.0 miles of the network fall in the “Very Poor” category. Specifically, 1.2 miles are arterials, 4.9 miles are collectors, and 9.8 miles are residential/local streets that have a PCI value below 25. As mentioned above, Scenario 2 targeted these roads by spending $1.16 million to perform the required rehabilitation in the first year. However, this amount was sufficient to perform the necessary rehabilitation on only 1.6 percent of the roads that have PCI less than 25. Following the decision tree, $29.03 million is the funding required to treat all roads with PCI less than 25. A list of the streets below PCI 25 are included in Appendix B. Please note, streets with PCI less than 25 require reconstruction of the pavement structure (as per the decision tree), but it is recommended to carry out pavement evaluation and design before finalizing the rehabilitation treatment for any of these streets.

Table 7. Summary of Sections with PCI less than 25
Functiona
l Class Miles Area (sf) # of Sections
Network
(%)
Unit
Cost5
($/SY)
Mill and Overlay
Cost ($M)
Arterial 1.2 225,777 7 1.8 120 3.01
Collector 4.9 1,053,686 22 8.5 115 13.46
Residential
/Local 9.8 1,591,159 76 12.9 71 12.55
Total 16.0 2,870,622 105 23.2 N/A 29.03
5 Fully loaded unit cost (including engineering costs) for reconstruction of the pavement structure per the decision tree
PAVEMENT MANAGEMENT PROGRAM 2023 UPDATE

BUDGET ANALYSES LEMON GROVE, CA
FINAL REPORT MARCH 2023
18 4.4 SCENARIO 3: INCREASE PCI BY 5 POINTS
Approximately 5.3 million annually is required to improve the citywide average PCI to 70 over the next five years. The deferred maintenance will decrease to $31.9 million by FY 2027/28. At the end of the analysis period, 76.1 percent of the streets will be in the “Good” condition category, 4.4 percent will be in the in “Fair” condition category, 1.5 percent will be in the in “Fair” condition category, while 19.5 percent will be in ”Poor” or “Very Poor” condition categories. Table 8 and Figure 10 summarize the results from Scenario 3.

Table 8. Summary Results for Scenario 3
Fiscal Year Current 23/24 24/25 25/26 26/27 27/28 Total Budget ($M) NA 5.30 5.30 5.30 5.30 5.30 26.50
Rehabilitation
($M) NA 5.26 5.03 5.03 4.40 5.20 24.76
Preventive
Maintenance ($M) NA 0.04 0.27 0.27 0.90 0.10 1.74
Deferred
Maintenance ($M) 41.23 35.93 36.25 36.33 34.61 32.86 NA Network PCI 58 62 64 65 67 70 NA
Figure 10. PCI vs Deferred Maintenance for Scenario 3

41.23 35.93 36.25 36.33 34.61 32.86
58 62 64 65 67 70
0 10
20 30
40 50
60 70
80 90
100
0 20
40 60
80 100
120
Current 23/24 24/25 25/26 26/27 27/28
Network PCI
Deferred Maintenance ($M)
Fiscal Year
Deferred Maintenance ($M)
Treated PCI
PAVEMENT MANAGEMENT PROGRAM 2023 UPDATE

BUDGET ANALYSES LEMON GROVE, CA
FINAL REPORT MARCH 2023
19 4.5 SCENARIOS COMPARISON
Figure 11 compares the resulting PCIs for each of the scenarios. The City’s current annual budget is insufficient to maintain the current pavement condition over the next five years in “Fair” condition. Scenario 2 illustrates that annual budget between $2.32 million and $4.50 million will be required in order to increase the PCI by one point per year over the next five years after spending $1.16 million of the streets that have PCI less than 25 on for the first year. Scenario 3 illustrates that the City would need to spend approximately $5.30 million annually over the next five years in order to increase the network PCI to 70. Finally, the impact of no funding is shown as a reference. A tabular list of selected sections for Scenario 1 can be found in Appendix F. GIS maps showing the City’s current PCI condition as well as the selected sections for Scenario 1 are included in Appendix G. Figure 12 below compares the deferred maintenance for the three scenarios discussed in this report.

Figure 11. Comparison of Annual PCI by Scenario
58 56 55 53 52
59 60 61 62 63 62 64 65 67
70 57
54 51
49 47
0 10
20 30
40 50
60 70
80 90
100
Current 23/24 24/25 25/26 26/27 27/28
PCI
Fiscal Year
S1: Existing Funding ($12M/Yr)
S2: Maintain PCI at 60
S3: Improve PCI by Functional Class
Untreted PCI/Do Nothing
PAVEMENT MANAGEMENT PROGRAM 2023 UPDATE

BUDGET ANALYSES LEMON GROVE, CA
FINAL REPORT MARCH 2023
20 Figure 12. Comparisons between Scenarios
Figure 13 below compares the change in the pavement condition distribution for each of the budget scenarios. Currently, approximately 42.6 percent of the street network falls into “Poor” or “Very Poor” condition category. In Scenario 1, the amount of “Poor” and “Very Poor” streets will remain about the same at 42.2 percent. As the funding increases in Scenarios 2 and 3, the amount of “Poor” and “Very Poor” streets will decrease to 28.2 percent and 19.8 percent, respectively.

Figure 13. Pavement Network Condition Breakdown for Budget Scenarios Scenario-3
Scenario-2
Scenario-1
0 10
20 30
40 50
60 Current 23/24 24/25
25/26
26/27
27/28

41.23 32.86

41.23 41.61

41.23 55.31
Deferred Maintenance ($M)
Fiscal Year

48.2%

50.9%

67.3%

75.8%

9.2%

6.9%

4.4%

4.4%

19.9%

7.4%

3.1%

1.5%

22.7%

34.8%

25.1%

18.3%

0.0% 20.0% 40.0% 60.0% 80.0% 100.0%
Current Condition
S1: City's Budget
($1.21M annually)
S2: Improve 1 PCI per Year
($3.81M annually)
S3: Improve PCI to 70
($5.30M annually)
Projected Condition for FY27/28
Citywide Pavement Area
Good (I): PCI 70-100 Fair (II/III): PCI 50-69
Poor (IV): PCI 25-49 Very Poor (V): PCI 0-24
PAVEMENT MANAGEMENT PROGRAM 2023 UPDATE

CONCLUSIONS AND RECOMMENDATIONS LEMON GROVE, CA
FINAL REPORT MARCH 2023
21 5 Conclusions and Recommendations
The City of Lemon Grove has a substantial investment in its street network, with an estimated replacement cost of more than $126.7 million. Overall, the network is in a “Fair” condition with a citywide average PCI of 58. Currently, half of the City’s streets are in the good condition category. On the other hand, 42.6 percent of the City’s streets fall in either the “Poor” or “Very Poor” condition category. Three scenarios were evaluated. Scenario 1 consisted in using the City’s existing budget which ranges from $1.16 million to $1.26 million per year, this will result in a decrease in the network PCI to 52, a “Fair” condition, while also increasing the deferred maintenance to $55.45 million over the next five years. Scenario 2 aimed to increase the PCI by 1 point every year. The estimated budget needed for this scenario is approximately $2.32 million to $4.50 million per year. Similarly, a budget of approximately $5.3 per year is required to increase the PCI to 70 after five years.

5.1 RECOMMENDED SCENARIO
The primary goal of a PMS should be to offer users a safe and functional pavement network without unduly increasing the maintenance burden in the future. With that in mind, the recommended scenario for the City is Scenario 2. This scenario will increase the City’s PCI to an average pavement condition of 63 and increase the portion of the network in “Good” condition. The deferred maintenance would remain almost the same at approximately $41.61 million. This scenario will require an average annual budget of approximately $3.81 million which is $2.61 million (~200 percent) more than the City’s existing budget of $1.16-1.26 million per year.

If the City cannot increase their annual budget as required in Scenario 2, then it is recommended that the City consider increasing its current funding level of $1.16-

1.26 million (Scenario 1) by approximately 3 to 5 percent annually to keep up with inflation as well as general construction cost escalation.

5.2 PAVEMENT FUNDING
If sufficient funding is unavailable for street M&R, the average PCI is expected to decrease, and the deferred maintenance or unfunded backlog will increase. The higher deferred maintenance will result in increased future costs as more capitalintensive treatments (such as reconstruction) will be required. Repairs are deferred until less expensive treatments (such as surface seals or overlays) are no longer effective.

It should be noted that a significant unknown is the future cost of rehabilitation; with the volatility in oil prices which affects the cost of asphalt, we would recommend that the City carefully monitor future construction costs and be ready to adapt to large increases if necessary.

PAVEMENT MANAGEMENT PROGRAM 2023 UPDATE

CONCLUSIONS AND RECOMMENDATIONS LEMON GROVE, CA
FINAL REPORT MARCH 2023
22 5.3 PAVEMENT MAINTENANCE STRATEGIES
Since 42.6 percent of the network is in “Poor” or “Very Poor” condition, it is important to have a robust and aggressive maintenance and rehabilitation program to ensure these roadway section do not deteriorate such that they would require expensive rehabilitation such as reconstruction. For the 57.4 percent of the City’s vehicular street network which are either in the “Good” or “Fair” condition categories, it is important to preserve these good pavements. For the roadways in “Good” or “Fair” condition, NCE recommends that the City maintain a well-funded preventive maintenance program, utilizing treatments such as slurry seals while increasing funding for rehabilitation at the same time.

5.4 RE-INSPECTION STRATEGIES
To make appropriate management decisions based on current data, NCE recommends that the City perform pavement condition inspections on arterials and collectors every 2 years and on residentials at least every 4 to 5 years. Additionally, since StreetSaver® and other prediction models do not yet consider the effect of specialized materials such as asphalt-binders with rubber or polymers, the actual performance of City pavements may not be fully modeled in the analysis. For this additional reason, NCE recommends regular pavement condition surveys to ensure model accuracy and relevance.

5.5 MAINTENANCE AND REHABILITATION DECISION TREE
Considering the recent volatility in oil prices and curb ramp requirements, the future cost of construction is unknown and unpredictable. NCE therefore recommends that the City annually review and update the M&R treatment strategies and associated unit costs to reflect current construction techniques and changing costs. This will ensure that the results for the budget analyses are reliable and as accurate as possible.

5.6 NEXT STEPS
To summarize, we recommend that the City consider the following steps:
• Establish a well-funded preventive maintenance program. • More robust and aggressive preservation program.
• Use the established M&R decision tree as a guideline in developing the CIP plan.
• Carry out pavement evaluation and design for streets requiring rehabilitation and reconstruction.

PAVEMENT MANAGEMENT PROGRAM 2023 UPDATE

CONCLUSIONS AND RECOMMENDATIONS LEMON GROVE, CA
FINAL REPORT MARCH 2023
23 • Reach out to the effected constituents about the anticipated benefits from the new treatment approach.
• As maintenance treatments change, the City should seek alternative treatments in order to “stretch” the dollar.
• Review and update the M&R decision tree and associated unit costs annually. • To address the gap between the City’s existing funding and the recommended scenario, NCE recommends the City pursue additional funding sources. Potential funding sources:

Federal Funding Sources
o American Rescue Plan Act (ARPA)
o Community Development Block Grants (CDBG)
o Congestion Mitigation and Air Quality Improvement Program (CMAQ) o Federal Emergency Management Agency (FEMA)
o Highway Safety Improvement Program (HSIP)
o Bipartisan Infrastructure Investment and Jobs Act (IIJA) o Regional Surface Transportation Program (RSTP)
o Surface Transportation Program (STP)
o Secure Rural Schools and Community Self-Determination Act State Funding Sources
o Active Transportation Program (ATP), which now includes the Bicycle Transportation Account (BTA) and Safe Routes to Schools (SR2S) o AB 2766 (vehicle surcharge)
o CalRecycle grants
o State Transportation Improvement Program (STIP)
o State Water Resource Control Board
o Transportation Development Act (TDA)
o Traffic Safety Fund
o Transportation Uniform Mitigation Fee (TUMF)
o Vehicle License Fees (VLF)
PAVEMENT MANAGEMENT PROGRAM 2023 UPDATE

CONCLUSIONS AND RECOMMENDATIONS LEMON GROVE, CA
FINAL REPORT MARCH 2023
24 Local/Regional Funding Sources
o Development impact fees
o Flood Control Districts
o General funds
o Local sales tax measures
o Parcel/property taxes
o Solid waste funds
o Traffic impact fees
o Traffic safety/circulation fees
o Transportation mitigation fees
o Transient Occupancy Taxes (TOT)
o Underground impact fees
o Utilities (e.g., stormwater, water, wastewater enterprise funds) o Various assessment districts (lighting, maintenance, flood control, community facilities)
o Vehicle registration fees
o Vehicle code fines
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Appendix A

QUALITY CONTROL PLAN (QCP)
This Page Intentionally Left Blank
City of Lemon Grove
3232 Main Street
Lemon Grove, CA 91945
Quality Control Plan
2022 Citywide Pavement Management Program / PMP
11/04/2022
Fountain Valley, CA
17050 Bushard St.

Suite 200
Fountain Valley, CA 92708
The content of this report is the confidential property of NCE and should not be copied, modified, retransmitted, or used for any purpose except with NCE’s written
authorization.

City of Lemon Grove
Pavement Management Program Update 2022/2023
Quality Control Plan
i

TABLE OF CONTENTS

1. Introduction........................................................................ 1

1.1. Objectives.......................................................................................1

1.2. Structure ........................................................................................1

2. Quality Control Plan ............................................................ 2

2.1. Condition Inspection Procedures ........................................................2

2.2. Data Collection Accuracy Requirements ..............................................2

2.3. Inspector Qualifications and Experience ..............................................4

3. Safety Procedures............................................................... 5 Appendix C1 Resumes of Field Inspectors
City of Lemon Grove
Pavement Management Program Update 2022/2023
Quality Control Plan
1 1. Introduction
The need for quality control is paramount when performing data collection in any field, as it is essential for accurate planning, analysis, and design. NCE’s Quality Assurance Management Plan (QAMP) affirms that:

NCE is dedicated to achieving technical and management excellence and to delivering professional engineering and environmental services that meet or exceed our clients' needs. NCE's Quality Assurance/Quality Control (QA/QC) Program is designed to achieve these goals. This QA Management Plan (QAMP) describes NCE's QA Program, which is based on four principles: client satisfaction, employee participation, problem prevention, and continuous quality improvements.

NCE's QAMP establishes minimum quality standards for performance and procedures for assuring that our clients receive quality service. It requires the participation of employees at every level. It encourages Project Managers and technical staff to take pride in their work and to assume responsibility for ensuring that the work is done correctly the first time. The QAMP is designed to reduce the incidence of quality-related and, where necessary, results in corrective actions and modification of work procedures to minimize the incidence of future problems.

NCE has also prepared detailed and specific quality control plans (QCPs) for projects; the most notable example is for the Long-Term Pavement Performance (LTPP) – Western Regional Support Contract for the Federal Highway Administration (FHWA). This is a 150- page document that covers data collection on highways, including deflection, profile, pavement distresses, traffic, maintenance and rehabilitation history, materials testing and sampling as well as document control.

1.1. Objectives
This document constitutes a formal QCP for the City of Lemon Grove. It was prepared in November 4, 2022. The QCP focuses on data collection issues as part of the pavement management update. Specifically, it is intended for the 2022/23 Pavement Management Update. The focus is on the collection of network‐level pavement distress data. As defined by the National Cooperative Highway Research Program Synthesis 401 Quality Management of Pavement Data Collection, “Network‐level data collection involves collection of large quantities of pavement condition data, which is often converted to individual condition indices or aggregated into composite condition indices.”

1.2. Structure
The following components are addressed in this QCP:
• Condition inspection procedures,
• Data collection accuracy requirements,
• Inspector qualifications and experience, and
• Safety procedures.

City of Lemon Grove
Pavement Management Program Update 2022/2023
Quality Control Plan
2 2. Quality Control Plan

2.1. Condition Inspection Procedures
The governing document for performing condition surveys for the City of Lemon Grove is “MODIFIED” ASTM D6433. Eight asphalt concrete (AC) distresses and seven Portland cement concrete (PCC) distresses are included in this protocol. The following distresses are collected for each pavement type.

AC Pavements PCC Concrete (Jointed) Pavements

1. Alligator (fatigue) cracking

2. Block cracking

3. Distortions

4. Longitudinal and transverse cracking

5. Patching and utility cut patching

6. Rutting and depressions

7. Raveling

8. Weathering

1. Corner breaks

2. Divided slab

3. Faulting

4. Linear cracking (longitudinal,
transverse, and diagonal cracks)

5. Patching and utility cuts

6. Scaling, map cracking, and crazing

7. Spalling
Any exceptions to the ASTM procedures will be discussed with the City before any inspections are performed. Exceptions are usually related to distresses or situations that are not covered in the manuals. Examples include slippage cracks, roller check marks, or edge cracking on streets with no curbs and gutters. Others include the raveling of surface seals or surveying the open-graded AC mixes. Any modifications will be documented and submitted to the City for approval.

All distress or condition inspections are performed as walking inspections, and a minimum 10% sampling rate is utilized. Field crew is typically a certified technician for lower-volume roads and additional technicians will join the inspection team when surveying on highervolume facilities such as arterials. The sample units for this project will be based upon the length and width of the street sections. This data will be collected to match the existing management sections of StreetSaver®.

2.2. Data Collection Accuracy Requirements
The accuracy required for data collection has two components, both of which are further described in the following paragraphs.
• Re-inspections
• PCI comparisons with past inspections

2.2.1 Re-Inspection “Check”
At least 5% of all inspections are randomly re-inspected by other team members. A different inspector will review these sites and determine the revised pavement distress measurements.

City of Lemon Grove
Pavement Management Program Update 2021/2022
Quality Control Plan
3 If the initial inspection is determined to be inaccurate, the original inspector is given refresher training before being allowed to continue with any further inspections. Should the data be inaccurate for a certain day, all the data for that day will be re-inspected following refresher training to ensure accuracy.

Acceptability Criteria
At the time of re-inspection, the actual distresses will be re-inspected and verified, and any corrections made, if necessary. Distress types and severities must be the same and remeasured quantities must be within ±10% of the original measured quantity.

If corrections are required on more than 10% of the re-inspected sample units, then an additional 5% will be re-inspected. This will continue until more than 95% of the re-inspected sections meet the acceptability criteria.

2.2.2 PCI Comparisons with Past Inspections
As another level of quality control, the new PCIs are compared with the previous PCIs. If they differ by more than ±10 PCI points, these sections are automatically flagged for further investigation.

If PCI Increases 10 points:

The section is investigated to see if maintenance and rehabilitation (M&R) activities have been performed since the last inspection but have not been recorded. This can only be resolved with feedback from the City. Typical M&R activities that may have occurred include:
• Crack sealing – changes medium- or high-severity cracking to low-severity. • Patching – alligator cracking has been removed and patched, so that the resultant PCI is increased.
• Surface seals.
• Overlay.

Therefore, an up-to-date M&R history file in the StreetSaver® database is desirable, both for historical accuracy as well as to provide additional quality control.

If PCI Decreases 10 points:

The section is checked to see if the average deterioration rate (usually 3 to 4 points per year) is exceeded. If the drop in PCI is within the acceptable range, no further action is required. If the drop is more than the acceptable range, a re-inspection will be performed. The default performance curves in the pavement management software form the basis for acceptability.

City of Lemon Grove
Pavement Management Program Update 2021/2022
Quality Control Plan
4 2.3. Inspector Qualifications and Experience
All NCE’s inspectors are required to attend formal training on condition distress inspections.

For example, any of NCE’s inspectors working on the LTPP project are required to attend a week-long training workshop every year to maintain their certifications. The Regional Transportation Commission (RTC) of Washoe County requires inspectors to be calibrated prior to performing any work using the ASTM D6433 protocols (also known as the pavement management inspections).

For pavement management (or ASTM D6433) inspections, NCE’s inspectors attend the distress training conducted by the Metropolitan Transportation Commission (MTC). After the formal training, technicians work with an experienced inspector before they are allowed to work on their own. Within the first month of working on their own, up to 20% of their work is checked weekly. Any necessary corrections are made immediately.

Finally, NCE conducts a one-day training and calibration workshop for all NCE staff involved with data collection. This is conducted once a year. The following table lists the inspectors assigned to this project and their most recent training date.

Inspector Name Date of Distress
Training
Training
Conducted by:

Joseph De Leon November 1, 2022 Lisa K. Senn
Franc Escobedo November 1, 2022 Lisa K. Senn
Resumes of technicians utilized on this project are included in Appendix A1.

City of Lemon Grove
Pavement Management Program Update 2021/2022
Quality Control Plan
5 3. Safety Procedures
NCE administers a health and safety program in compliance with the Nevada Occupational Safety and Health Act (Section 618.383) and California Occupational Safety and Health Administration (OSHA) Title VIII, Section 3203. The program is documented in NCE's Workplace Safety Program Manual, which can be provided upon request.

Generally, the safety procedures include:
• Inspectors wear a Class 2 safety vest at all times.
• Flashing beacons are placed on all vehicles utilized for inspections. • Stopped vehicles are to be parked at locations away from moving traffic (nearby parking, shoulders etc.).
• For higher volume streets, inspectors usually use the sidewalk, and move in the face of traffic when conducting survey. This will furnish them with more time and provides them with better chances in escaping a dangerous situation involving incoming vehicles.

On streets where there is a high volume of traffic or high speeds, additional measures may be necessary, such as:
• Inspections occur during off-peak periods or on weekends. • An additional inspector attends to watch out for traffic. • Traffic flaggers are provided in extreme cases.

In extreme cases where it is not possible to walk on the pavement surface, inspections will be performed from sidewalks or raised medians. However, this is extremely rare for city or county roads/streets; this is most often encountered on state highways, and lane closures are the most likely option in that circumstance.

All NCE inspectors are required to take online safety programs annually as administered by “Click Safety.” These classes include:
• Workzone Traffic Safety Tips for Construction.
• Cal Heat Illness Prevention for all Industry Workers. • Cal Person Protective Equipment for Construction.

City of Lemon Grove
Pavement Management Program Update 2021/2022
Quality Control Plan
Resumes of Field Inspectors
City of Lemon Grove
Pavement Management Program Update 2021/2022
Quality Control Plan
Franc Escobedo – Senior Field Technician
Franc has more than 22 years of experience as a pavement management technician for NCE. He has performed numerous pavement condition inspections throughout California, Idaho and Washington. His experience includes distress collection across various pavement management systems, including the Metropolitan Transportation Commission StreetSaver®, PAVER™, Cartographs, and Hansen systems. Additionally, Franc has completed both the OCTA PAVER™, and MTC “Distress Identification” courses for both asphalt concrete and portland cement pavements and now assists with the training of agency staff on both courses.

Franc performs all activities relating to pavement data collection using hardcopy forms or tablets. As part of the quality control process, he performs cross-checks of data in the PMS database. He regularly performs quality control checks of field collected data and pavement maintenance history to ensure that PMS databases are accurate and up-to-date. During this process, he generates detailed reports that are necessary to perform his cross-checks of the collected data.

Representative Projects
County of Orange Program Management System Updates
Orange County, CA
Engineering Technician. Pavement distress surveyor. Scope includes verifying the road inventory for a road network (674 centerline miles), surveying the roads using ASTM D6433-11 protocols, updating the maintenance history, developing maintenance strategies, performing multiple budget scenarios, linking to a GIS shapefile, developing a seven-year work plan, and preparing reports. Concurrent with the pavement condition survey, mobile data collection units gathered highresolution 360-degree geo-referenced right-of-way street level digital imagery along with 3D point cloud data. Assets collected included markings, signs, curb ramps, signals, and drainage features. Work provided from 2009-2020. Project cost: $2.3 million
Pavement Management Inspection
Various Cities and Counties
Agoura Hills East Palo Alto Monterey Santa Monica
Ada County, ID El Centro Monterey County Seal Beach
Agoura Hills Elk Grove Moreno Valley Siskiyou County
Aliso Viejo Encinitas Mountain View Sonoma County
Antioch Fairfield Napa County South Lake Tahoe
Auburn, WA Fremont Newport Beach Stanislaus County
Anaheim Fresno County Oakland Stanton
Bakersfield Fullerton Orange State of Nevada
Baldwin Park Hayward Orange County State of Oregon
Bell Highland Oxnard State of Washington
Brentwood Hillsborough Pacific Grove Thousand Oaks
Buena Park Humboldt County Palm Springs Torrance
Burbank Inyo County Poway Tulare
Camarillo La Habra Redwood City Tuolumne County
Education
Computer Operations
Program, Computer
Learning Center, Los
Angeles, CA, 1983-84
Network Engineering &
Administrative Program
Computer Learning Center,
Anaheim, CA, 1997
Certified Network
Administration
Computer Learning Center,
Anaheim, CA 1997
Registrations/Certifications
MTC StreetSaver® Rater
Certification Program
(expires November 2023)
OCTA PAVER Certification
(expires 2023)
Joined NCE
2004
Years of Experience
22 years
City of Lemon Grove
Pavement Management Program Update 2021/2022
Quality Control Plan
Campbell Lake Forest Richmond Tustin
Carmel Las Vegas Rogue River National Forest Umpqua National Forest Carson Lemon Grove San Bruno Vallejo
Chula Vista Livermore San Clemente Vernon
Commerce Mammoth Lakes San Diego County Vista
Contra Costa County Manhattan Beach San Francisco Walnut Creek Corona Marina San Marino West Covina
Cudahy Marin County San Mateo County West Sacramento
Cypress Martinez San Ramon Whittier
Dana Point Mendocino County Santa Barbara Yorba Linda
Diamond Bar Milpitas Santa Cruz
Dinuba Mission Viejo Santa Cruz County
Downey Mono County Santa Maria
As-Needed Pavement Condition Survey Services, APE15117
City and County of San Francisco, CA
Engineering Technician. Pavement distress surveyor. Since 2016, NCE performed condition surveys on almost 1,000 centerline miles of streets. A particular challenge in 2016 and 2017 was the change in distress protocols when weathering and raveling were split into two different distresses; this resulted in an increase of the PCI, further confirmed by a research study. Project cost: $868,796.

Pavement Management System Updates
City of Berkeley, CA
Engineering Technician. Pavement distress surveyor. NCE is updating StreetSaver® and providing a five-year paving plan for 2018 – 2022. For the first four years the City will select streets for treatment based on criteria identified under Measure M. Project cost: $49,900.

Pavement Management Update
Sonoma County, CA
Engineering Technician. Pavement distress surveyor. The scope included updating existing pavement management system annually, developing pavement treatment strategies, conducting budgetary analysis, and providing nonpavement needs assessment. Project cost: $823,981.

As-Needed Pavement Engineering Services, San Francisco International Airport (SFIA) City and County of San Francisco, CA
Engineering Technician. Pavement distress surveyor. Since 2011, NCE has provided on-call pavement consultant services on a very complex airfield environment under tight security, conducted forensic analysis on the PCC apron areas, and implemented the PAVER™ PMS. NCE performed the pavement designs for Runway 10R-28L, Plot 40, and Plot 12, determined the structural adequacy and performed mechanistic pavement designs using FAARFIELD for Runways 1L/19R and Taxiways E, F, and L. Determined the ACN/PCN for all runways and taxiways. NCE conducted forensic analysis on a new taxiway exhibiting premature large-scale reflective block cracking and rutting at Boarding Area A and dimpling of Taxiways B and M. NCE designed a high stability asphalt concrete mix to solve this problem.

Updated the PAVER™ Airport PMS and performed automated distress surveys as per ASTM D5340. Digital images were collected, and the information was used to update SFIA’s GIS and asset management system. Prepared final reports on the funding and maintenance needs for the next 20 years for the Federal Aviation Administration. NCE is currently providing similar pavement services to SFIA as a subconsultant through 2022. Project cost: $1.2 million.

City of Lemon Grove
Pavement Management Program Update 2021/2022
Quality Control Plan
Joseph DeLeon – Senior Field Technician
Joseph joined NCE in 2017 as a pavement management technician and is experienced in collecting distress data for pavement management systems. Apart from conducting field inspections, he has performed all functions related to data collection and is an active participant in the quality control process. As part of this process, he performs cross-checks of data in the PMP database. Joseph has performed quality control checks of field collected data and pavement maintenance history to ensure that PMP databases are accurate and up-to-date. During this process, he generates detailed reports, needed to help perform his cross-checks of the data collected.

Representative Projects
Automated Survey / Control Sections
City of San Clemente, CA
Field Technician. Drove automated rig to conduct automated survey on residential roads and arterials in San Clemente, followed by inspection of control sections.

Orange County Automated Survey
City of Dana Point, County of Orange, CA
Field Technician. Drove automated rig to conduct automated survey on residential roads and collectors in Dana Point, Las Flores, North Tustin and Rossmoor.

Automated Survey / Control Sections
City of Manhattan Beach, CA
Field Technician. Drove automated rig to conduct automated survey on residential roads and arterials in Manhattan Beach, followed by inspection of control sections.

Pavement Management Systems
City of Newport Beach, CA
Field Technician. Collecting distress data for AC/PCC surfaces according to the ASTM19/20 system. Conducted windshield inspections on residential, collector and alleyways in Newport Beach.

Distress Data Quality Control
City of West Covina, CA
Field Technician. Collecting distress data for AC/PCC surfaces according to the ASTM19/20 system. Conducted quality control on arterials and collectors in West Covina.

Pavement Management System
City of Santa Barbara, CA
Field Technician. Collecting distress data for AC/PCC surfaces according to the ASTM19/20 system. Inspected residential, collector and urban arterial streets in Santa Barbara.

Pavement Management System
City of Buena Park, CA
Field Technician. Responsible for collecting distress data for AC/PCC surfaces according to the ASTM19/20 system.

Inspected urban arterials and residential streets in Buena Park.

Education
Mendocino College
Registrations/Certifications
MTC StreetSaver® Rater
Certification Program
(expires 2023)
OCTA PAVER Certification
(expires 2023)
Joined NCE
2017
Years of Experience
5 years
City of Lemon Grove
Pavement Management Program Update 2021/2022
Quality Control Plan
Pavement Management Systems
City of Downey, CA
Field Technician. Collecting distress data for AC/PCC surfaces according to the ASTM19/20 system. Inspected residential, collector and urban arterial streets in Downey.

Pavement Management System
City of El Cajon, CA
Field Technician. Responsible for collecting distress data for AC/PCC surfaces according to the ASTM19/20 system.

Inspected urban arterials and residential streets in El Cajon.

Pavement Management System
City of King City, CA
Field Technician. Collecting distress data for AC/PCC surfaces according to the MTC8 system. Inspected residential, collector and arterial streets in Pacific Grove.

Pavement Management System
City of Pacific Grove, CA
Field Technician. Responsible for collecting distress data for AC/PCC surfaces according to the MTC8 system.

Inspected residential and collector streets in Pacific Grove.

Pavement Management System
City of San Buenaventura, CA
Field Technician. Responsible for collecting distress data for AC/PCC surfaces according to the MTC8 system.

Inspected urban collectors and arterials and residential roads in Ventura.

Pavement Management Systems
City of Santa Ana, CA
Field Technician. Collecting distress data for AC/PCC surfaces according to the ASTM19/20 system. Inspected residential and collector streets as part of a full network update for Santa Ana.

Pavement Management Systems
City of South Gate, CA
Field Technician. Collecting distress data for AC/PCC surfaces according to the ASTM19/20 system. Inspected residential, collector and urban arterial streets in South Gate.

Pavement Management Systems
City of Stanton, CA
Field Technician. Collecting distress data for AC/PCC surfaces according to the ASTM19/20 system. Inspected urban arterials in Stanton.

Pavement Management System
City of Torrance, CA
Field Technician. Responsible for collecting distress data for AC/PCC surfaces according to the ASTM19/20 system.

Inspected urban arterials in Torrance.

Pavement Management Systems
City of Ventura, CA
Field Technician. Collecting distress data for AC/PCC surfaces according to the ASTM19/20 system. Inspected residential, collector and urban arterial streets in Ventura Appendix B

SECTION PCI LISTING
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Appendix B
2023 PMP Update
PCI List
Sorted by Street Name
# Street Name Street ID Section ID Beg Location End Location Lanes Functional Class Length (ft) Width (ft) Area (sf) Surface Type PCI Date Inspected PCI 1 69TH STREET 69THST 0100 MT VERNON ST MALLARD ST 2 Collector 662 27 17,874 AC 11/30/2022 672 69TH STREET 69THST 0150 MALLARD ST DAVENTRY ST 2 Collector 1195 25 29,875 AC 11/30/2022 313 69TH STREET 69THST 0200 DAVENTRY ST DARTMOOR DR 2 Collector 1246 26 32,396 AC 11/30/2022 234 69TH STREET 69THST 0300 DARTMOOR DR MADERA ST 2 Collector 1107 25 27,675 AC 11/30/2022 ≤105 69TH STREET 69THST 0400 MADERA ST EVELYN ST 2 Residential/Local 486 20 9,720 AC/AC 11/22/2022 766 ACACIA STREET ACACST 0100 GOLDEN AV S CDS 2 Residential/Local 644 33 21,252 AC/AC 11/30/2022 167 ADAMS STREET ADAMST 0100 WASHINGTON ST GOLDEN AV 2 Residential/Local 1620 23 37,260 AC 11/30/2022 478 ALAN COURT ALANCT 0100 N CDS ELKHORN ST 2 Residential/Local 168 29 4,872 AC 12/12/2022 409 ALBERDI DRIVE ALBEDR 0100 EL PRADO AV SAN ALTOS PL 2 Residential/Local 350 34 11,900 AC/AC 11/22/2022 83 10 ALFORD STREET ALFOST 0100 BROADWAY PACIFIC AV 2 Residential/Local 307 30 9,210 AC 11/22/2022 2811 ALFORD STREET ALFOST 0200 PACIFIC AV DAYTONA ST 2 Residential/Local 292 26 7,592 AC 11/22/2022 5612 ALTON DRIVE ALTODR 0100 GLENCOE DR ELDORA ST 1 Collector 393 15 5,895 PCC 11/30/2022 2813 ALTON DRIVE ALTODR 0200 ELDORA ST ENGLEWOOD DR 2 Collector 619 30 18,570 AC 11/30/2022 5814 ALTON DRIVE ALTODR 0300 ENGLEWOOD DR SKYLINE DR 2 Collector 425 42 17,850 AC 11/30/2022 4615 ALTON DRIVE ALTODR 0400 SKYLINE DR MOROSE ST 2 Collector 313 36 11,268 AC 11/30/2022 6016 ALTON DRIVE ALTODR 0500 MOROSE ST WASHINGTON ST 2 Collector 715 21 15,015 AC 11/30/2022 4417 ALTON DRIVE ALTODR 0600 WASHINGTON ST DEBCO DR 2 Collector 617 21 12,957 AC 11/30/2022 ≤1018 ALTON DRIVE ALTODR 0700 DEBCO DR EOP 2 Residential/Local 160 15 2,400 AC 11/30/2022 1419 AMBER PLACE AMBEPL 0100 W CDS JAYNA PL 2 Residential/Local 384 34 13,056 AC 11/22/2022 6120 ANGELUS AVENUE ANGEAV 0100 CANTON DR S CITY LIMIT 2 Residential/Local 1594 34 54,196 AC/AC 11/30/2022 9321 ARCADIA AVENUE ARCAAV 0100 CYPRESS AV MT VERNON ST 2 Residential/Local 731 23 16,813 AC/AC 11/30/2022 9722 AVALON WAY AVALWY 0100 TANGELOS PL SAN ALTOS PL 2 Residential/Local 1048 33 34,584 AC 12/1/2022 8723 BAKERSFIELD STREET BAKEST 0100 CANTON DR TAFT ST 2 Residential/Local 1802 25 45,050 AC 11/30/2022 9924 BALDWIN ROAD BALDRD 0100 ROY ST WASHIGTON ST 2 Residential/Local 742 31 23,002 AC/AC 11/30/2022 93 25 BARTON DRIVE BARTDR 0100 ENSENEDA ST ENGLEWOOD DR 2 Residential/Local 914 30 27,420 AC 11/30/2022 7126 BERRY STREET BERRST 0100 MT VERNON ST LERMA'S CT 2 Residential/Local 638 24 15,312 AC/AC 11/22/2022 9427 BERRY STREET BERRST 0200 LERMA'S CT RUSSAN LN 2 Residential/Local 944 33 31,152 AC/AC 11/22/2022 9628 BERRY STREET BERRST 0300 RUSSAN LN CABERNET WY 2 Residential/Local 648 26 16,848 AC/AC 11/22/2022 9429 BERRY STREET PARK LOT BERLOT 0100 MOUNT VERNON ST S END 2 Parking Lot 245 40 9,800 AC 12/9/2022 4730 BERRYLAND COURT BERRCT 0100 N CDS SAN PASQUAL ST 2 Residential/Local 688 33 22,704 AC 12/23/2022 ≤10 31 BERYL STREET BERYST 0100 BONITA ST EL PRADO AV 2 Residential/Local 554 22 12,188 AC 11/22/2022 ≤1032 BERYL STREET BERYST 0200 EL PRADO AV MAIN ST 2 Residential/Local 566 30 16,980 AC 11/22/2022 ≤1033 BETH PLACE BETHPL 0200 N END MT VERNON ST 2 Residential/Local 307 24 7,368 AC 12/12/2022 9634 BLOSSOM HILL COURT BLOSCT 0100 SIEGLE DR SW CDS 2 Residential/Local 187 30 5,610 AC 11/30/2022 6135 BLOSSOM HILL DRIVE BLOSDR 0100 GRAIG ST SIEGLE DR 2 Residential/Local 1083 34 36,822 AC 11/30/2022 8136 BLOSSOM LANE BLOSLN 0100EB W END WASHINGTON ST 1 Residential/Local 821 21 17,241 AC 12/12/2022 1137 BLOSSOM LANE BLOSLN 0100WB WASHINGTON ST W END 1 Residential/Local 821 21 17,241 AC 12/12/2022 ≤1038 BLUE LAKE ROAD BLLARD 0100 GOLD LAKE RD E CDS 2 Residential/Local 178 29 5,162 AC 11/22/2022 8139 BONITA STREET BONIST 0100 N END SAN MIGUEL AV 2 Residential/Local 653 34 22,202 AC 11/22/2022 2740 BONITA STREET BONIST 0200 SAN MIGUEL AV MT VERNON ST 2 Residential/Local 1323 24 31,752 AC/AC 11/22/2022 7641 BONITA STREET BONIST 0300 MT VERNON ST BERYL ST 2 Residential/Local 700 24 16,800 AC/AC 11/22/2022 8242 BONITA STREET BONIST 0400 BERYL ST EL PRADO AV 2 Residential/Local 1215 28 34,020 AC 11/22/2022 1543 BROADWAY BROADW 0100EB FEDERAL BL MASSACHUSETTS AV 3 Arterial 1642 38 62,396 AC 11/30/2022 2944 BROADWAY BROADW 0100WB E CITY LIMIT 1222' E/O SWEETWATER RD 2 Arterial 952 30 28,560 AC 11/30/2022 3345 BROADWAY BROADW 0200EB MASSACHUSETTS AV HARRIS ST (E) 2 Arterial 1173 32 37,536 AC 11/30/2022 8546 BROADWAY BROADW 0200WB 1222' E/O SWEETWATER RD SWEETWATER RD 2 Arterial 1222 31 37,882 AC 11/30/2022 3947 BROADWAY BROADW 0300EB HARRIS ST (E) WEST ST (W) 2 Arterial 155 32 4,960 AC 11/30/2022 9948 BROADWAY BROADW 0300WB SWEETWATER RD LEMON GROVE WY 2 Arterial 502 36 18,072 AC 11/30/2022 ≤10 49 BROADWAY BROADW 0400EB WEST ST (W) NEW JERSEY AV 2 Arterial 662 32 21,184 AC 11/30/2022 9850 BROADWAY BROADW 0400WB LEMON GROVE WY WASHINGTON ST 2 Arterial 891 37 32,967 AC 11/30/2022 1951 BROADWAY BROADW 0500EB NEW JERSEY AV BUENA VISTA AV 2 Arterial 660 32 21,120 AC 11/30/2022 9352 BROADWAY BROADW 0500WB WASHINGTON ST KEMPF ST 2 Arterial 1031 39 40,209 AC 11/30/2022 1653 BROADWAY BROADW 0600EB BUENA VISTA AV OLIVE ST 2 Arterial 658 31 20,398 AC 11/30/2022 9754 BROADWAY BROADW 0600WB KEMPF ST GROVE ST 2 Arterial 350 30 10,500 AC 11/30/2022 10055 BROADWAY BROADW 0700EB OLIVE ST LEMON GROVE AV 3 Arterial 479 29 13,891 AC 11/30/2022 93 1 of 20
Appendix B
2023 PMP Update
PCI List
Sorted by Street Name
# Street Name Street ID Section ID Beg Location End Location Lanes Functional Class Length (ft) Width (ft) Area (sf) Surface Type PCI Date Inspected PCI 56 BROADWAY BROADW 0700WB GROVE ST LEMON GROVE AV 2 Arterial 958 24 22,992 AC 11/30/2022 10057 BROADWAY BROADW 0800EB LEMON GROVE AV GROVE ST 2 Arterial 958 24 22,992 AC 11/30/2022 9958 BROADWAY BROADW 0800WB LEMON GROVE AV OLIVE ST 2 Arterial 479 32 15,328 AC 11/30/2022 9659 BROADWAY BROADW 0900EB GROVE ST KEMPF ST 2 Arterial 350 36 12,600 AC 11/30/2022 5060 BROADWAY BROADW 0900WB OLIVE ST BUENA VISTA AV 2 Arterial 658 31 20,398 AC 11/30/2022 9861 BROADWAY BROADW 1000EB KEMPF ST WASHINGTON ST 3 Arterial 1031 41 42,271 AC 11/30/2022 1562 BROADWAY BROADW 1000WB BUENA VISTA AV NEW JERSEY AV 2 Arterial 660 32 21,120 AC 11/30/2022 8863 BROADWAY BROADW 1100EB WASHINGTON AV LEMON GROVE WY 2 Arterial 891 30 26,730 AC 11/30/2022 2064 BROADWAY BROADW 1100WB NEW JERSEY AV WEST ST (W) 2 Arterial 662 31 20,522 AC 11/30/2022 9865 BROADWAY BROADW 1200EB LEMON GROVE WY SWEETWATER RD 2 Arterial 502 30 15,060 AC 11/30/2022 ≤1066 BROADWAY BROADW 1200WB WEST ST (W) VISTA AV 2 Arterial 993 32 31,776 AC 11/30/2022 9767 BROADWAY BROADW 1300EB SWEETWATER RD 1222' E/O SWEETWATER RD 2 Arterial 1222 31 37,882 AC 11/30/2022 4368 BROADWAY BROADW 1300WB VISTA AV (W) MASSACHUSETTS AV 3 Arterial 335 39 13,065 AC 11/30/2022 9869 BROADWAY BROADW 1400EB 1222' E/O SWEETWATER RD E CITY LIMIT 2 Arterial 952 30 28,560 AC 11/30/2022 9370 BROADWAY BROADW 1400WB MASSACHUSETTS AV NORTH AV 2 Arterial 1642 32 52,544 AC 11/30/2022 4171 BROADWAY AVENUE BROAAV 0100 TANGELOS PL ORLANDO DR 2 Residential/Local 452 33 14,916 AC 11/22/2022 9472 BROADWAY NORTH FRONTAGE BROAFT 0100 W END E END 1 Residential/Local 720 28 20,160 AC 12/1/2022 10073 BROCK COURT BROCCT 0100 MYRA ST E CDS 2 Residential/Local 297 33 9,801 AC 12/12/2022 9774 BRUNEI COURT BRUNCT 0100 W CDS NEW JERSEY AV 2 Residential/Local 221 30 6,630 AC 11/22/2022 10075 BRYAN COURT BRYACT 0100 CITRONELLA AV ORANGE PL 2 Residential/Local 420 30 12,600 AC/AC 11/30/2022 7276 BUENA VISTA AVENUE BUVIAV 0050 HIGH ST NORTH AV 2 Collector 877 39 34,203 AC/AC 11/30/2022 9677 BUENA VISTA AVENUE BUVIAV 0100 NORTH AV BROADWAY 2 Collector 654 37 24,198 AC 11/30/2022 ≤10 78 BUENA VISTA AVENUE BUVIAV 0200 BROADWAY PACIFIC AV 2 Collector 317 37 11,729 AC/AC 11/30/2022 7779 BUENA VISTA AVENUE BUVIAV 0300 PACIFIC AV SAN MIGUEL AV 2 Collector 2327 25 58,175 AC/AC 11/30/2022 6880 BUENA VISTA AVENUE BUVIAV 0400 SAN MIGUEL AV DAVIDSON AV 2 Residential/Local 663 29 19,227 AC 11/22/2022 8981 BUENA VISTA AVENUE BUVIAV 0500 DAVIDSON AV MAIN ST 2 Residential/Local 604 31 18,724 AC 11/22/2022 ≤10 82 BURNELL AVENUE BURNAV 0100 CYPRESS AV OLIVE ST 2 Residential/Local 323 29 9,367 AC 11/22/2022 ≤10 83 BURNELL AVENUE BURNAV 0200 OLIVE ST MAIN ST 2 Residential/Local 223 33 7,359 AC/AC 11/22/2022 7684 CABERNET WAY CABEWY 0100 SONOMA LN BERRY ST 2 Residential/Local 327 33 10,791 AC/AC 11/22/2022 9585 CALLE ENTRE CALENT 0100 PRIMERA ST LA CORTA ST 2 Residential/Local 268 33 8,844 AC 11/22/2022 ≤1086 CALLE NORTE CALNOR 0100 W CDS CMO DE LAS PALMAS 2 Residential/Local 277 30 8,310 AC 11/30/2022 2287 CALLE SUR CALSUR 0100 W CDS CMO DE LAS PALMAS 2 Residential/Local 253 30 7,590 AC 11/30/2022 3588 CALVOCADO STREET CALVST 0100 WOODROW AV TAFT ST 2 Residential/Local 253 27 6,831 AC 11/30/2022 10089 CALVOCADO STREET CALVST 0200 TAFT ST GLENCOE DR 2 Residential/Local 602 26 15,652 AC 11/30/2022 9990 CAMERON DRIVE CAMEDR 0100 CANTON DR OSAGE DR 2 Residential/Local 702 26 18,252 AC/AC 11/30/2022 7991 CAMINO DE LAS PALMAS CDLPLM 0100 PALM ST (ART) PALM ST (RES) 2 Residential/Local 460 37 17,020 AC 12/1/2022 6992 CAMINO DE LAS PALMAS CDLPLM 0200 PALM ST (RES) CALLE SUR 2 Residential/Local 1409 37 52,133 AC 12/12/2022 2493 CAMINO DE LAS PALMAS CDLPLM 0300 CALLE SUR ILDICA ST 2 Residential/Local 1179 37 43,623 AC 11/30/2022 2494 CANTON DRIVE CANTDR 0100 LEMON GROVE AV WOODROW AV 2 Collector 1380 38 52,440 AC/AC 11/30/2022 9495 CANTON DRIVE CANTDR 0200 WOODROW AV LANSING DR 2 Collector 907 39 35,373 AC 11/30/2022 9896 CANTON DRIVE CANTDR 0300 LANSING DR FAIRFAX DR 2 Collector 423 38 16,074 AC 11/30/2022 9497 CANTON DRIVE CANTDR 0400 FAIRFAX DR SKYLINE DR 2 Collector 1376 38 52,288 AC 11/30/2022 9598 CANTON DRIVE CANTDR 0500 SKYLINE DR WASHINGTON ST 2 Collector 960 40 38,400 AC 11/30/2022 9699 CARLISLE DRIVE CARLDR 0100 W CITY LIMIT SKYLINE DR 2 Residential/Local 525 34 17,850 AC 11/30/2022 14 100 CARLISLE DRIVE CARLDR 0200 SKYLINE RD JAMACHA RD 2 Residential/Local 240 33 7,920 AC 12/12/2022 22101 CASA LANE CASALN 0100 W CDS FLORINE RD 2 Residential/Local 667 30 20,010 AC 11/22/2022 61102 CEDRAL PLACE CEDRPL 0100 W CDS E CDS 2 Residential/Local 611 34 20,774 AC 11/22/2022 20103 CENTRAL AVENUE CENTAV 0100 FEDERAL AV CHATEAU WY 2 Collector 1540 32 49,280 AC 11/30/2022 85104 CENTRAL AVENUE CENTAV 0200 CHATEAU WY MASSACHUSETTS AV 2 Collector 2079 31 64,449 AC 11/30/2022 85105 CENTRAL AVENUE CENTAV 0300 MASSACHUSETTS AV NEW JERSEY AV 2 Collector 1960 27 52,920 AC/AC 11/30/2022 85106 CENTRAL AVENUE CENTAV 0400 NEW JERSEY AV CYPRESS AV 2 Collector 950 28 26,600 AC/AC 11/30/2022 65107 CENTRAL AVENUE CENTAV 0500 CYPRESS AV OLIVE ST 2 Collector 371 38 14,098 AC/AC 11/30/2022 79108 CENTRAL AVENUE CENTAV 0600 OLIVE ST MAIN ST 2 Collector 305 34 10,370 AC/AC 11/30/2022 82109 CENTRAL AVENUE CENTAV 0700 MAIN ST LEMON GROVE AV 2 Collector 106 34 3,604 AC/AC 11/30/2022 95110 CENTRAL AVENUE CENTAV 0800 LEMON GROVE AV SCHOOL LN 2 Collector 338 38 12,844 AC 11/30/2022 71 2 of 20
Appendix B
2023 PMP Update
PCI List
Sorted by Street Name
# Street Name Street ID Section ID Beg Location End Location Lanes Functional Class Length (ft) Width (ft) Area (sf) Surface Type PCI Date Inspected PCI 111 CHATEAU WAY CHATWY 0100 N CDS CENTRAL AV 2 Residential/Local 416 40 16,640 AC/AC 11/22/2022 100112 CHURCH STREET CHURST 0100 NEW JERSEY AV BUENA VISTA AV 2 Residential/Local 633 27 17,091 AC/AC 11/22/2022 94113 CHURCH STREET CHURST 0200 BUENA VISTA AV OLIVE ST 2 Residential/Local 627 25 15,675 AC 11/22/2022 96114 CINDERELLA PLACE CINDPL 0100 CINDERELLA ST WASHINGTON ST 2 Residential/Local 259 33 8,547 AC 11/30/2022 42115 CINDERELLA WAY CINDWY 0100 N CDS S CDS 2 Residential/Local 390 33 12,870 AC 11/30/2022 36116 CIRCLE DRIVE CIRCDR 0100 W CDS E CDS 2 Residential/Local 799 28 22,372 AC 11/30/2022 62117 CITRONELLA STREET CITRST 0100 LINCOLN ST PALM ST 2 Residential/Local 1282 26 33,332 AC/AC 12/12/2022 97118 CITRONELLA STREET CITRST 0200 N CDS CYPRESS AV 2 Residential/Local 435 40 17,400 AC/AC 11/30/2022 81119 CITRUS STREET CITUST 0100 NORTH AV BROADWAY 2 Residential/Local 634 37 23,458 AC 11/22/2022 38120 CITRUS STREET CITUST 0200 BROADWAY CENTRAL AV 2 Residential/Local 1303 23 29,969 AC 11/22/2022 61121 CITY HALL PARKING LOT CITHAL 0100 OLIVE ST MAIN ST 1 Parking Lot 369 40 14,760 AC 12/1/2022 70122 CIVIC CENTER PARKING CIVLOT 0100 OLIVE ST MAIN ST 2 Parking Lot 428 40 17,120 AC 12/1/2022 84123 COLFAX DRIVE COLFDR 0100 DAYTON DR CANTON DR 2 Residential/Local 904 26 23,504 AC 11/30/2022 42124 COLFAX DRIVE COLFDR 0200 CANTON DR LANSING DR 2 Residential/Local 584 25 14,600 AC 12/12/2022 80125 COLLEGE AVENUE COLLAV 0100NB S END FEDERAL BL 3 Arterial 165 40 6,600 AC 11/30/2022 96126 COLLEGE AVENUE COLLAV 0100SB N CITY LIMIT FEDERAL BL 2 Arterial 513 31 15,903 AC 11/30/2022 96127 COLLEGE AVENUE COLLAV 0200NB FEDERAL BL N CITY LIMIT 2 Arterial 513 31 15,903 AC 11/30/2022 91128 COLLEGE AVENUE COLLAV 0200SB FEDERAL BL S END 1 Arterial 165 24 3,960 AC 11/30/2022 96129 CORONA STREET COROST 0100 CENTRAL AV ROOSEVELT AV 2 Residential/Local 637 21 13,377 AC 11/22/2022 ≤10130 CORONA STREET COROST 0200 IDA ST SAN MIGUEL AV 2 Residential/Local 311 30 9,330 AC 11/22/2022 100131 CORONA STREET COROST 0300 SAN MIGUEL AV TWEED ST 2 Residential/Local 497 34 16,898 AC 11/22/2022 31132 CORONA STREET COROST 0400 TWEED ST END OF PUBLIC 2 Residential/Local 134 34 4,556 AC 11/22/2022 100133 CORTA DEL SUR CODESU 0100 PRIMERA ST E CDS 2 Residential/Local 153 34 5,202 AC 11/22/2022 75134 COSTADA COURT COSTCT 0100 N CDS S CDS 2 Residential/Local 623 33 20,559 AC/AC 11/22/2022 66135 CRAIG COURT CRAICT 0100 N CDS BLOSSOM HILL DR 2 Residential/Local 209 31 6,479 AC 12/12/2022 89136 CRANE STREET CRANST 0100 GOLDEN AV NE CDS 2 Residential/Local 1742 23 40,066 AC 11/30/2022 54137 CRESTLINE DRIVE CRESDR 0100 PALM ST HAVEN DR 2 Residential/Local 765 33 25,245 AC 12/12/2022 ≤10138 CUYAMACA AVENUE CUYAAV 0100 NEW JERSEY AV BUENA VISTA AV 2 Residential/Local 634 44 27,896 AC 11/22/2022 62139 CYPRESS AVENUE CYPRAV 0100 CENTRAL AV BURNELL AV 2 Residential/Local 814 23 18,722 AC 11/22/2022 ≤10140 CYPRESS AVENUE CYPRAV 0200 BURNELL AV SAN MIGUEL AV 2 Residential/Local 560 24 13,440 AC 11/22/2022 ≤10 141 CYPRESS AVENUE CYPRAV 0300 LEMON GROVE AV MT VERNON ST 2 Residential/Local 1082 34 36,788 AC 11/30/2022 44142 CYPRESS AVENUE CYPRAV 0400 MT VERNON ST ALTON DR 2 Residential/Local 1033 26 26,858 AC/AC 12/12/2022 87143 DAIN COURT DAINCT 0100 N CDS ELKHORN ST 2 Residential/Local 268 30 8,040 AC 12/12/2022 30144 DAIN DRIVE DAINDR 0100 ELKHORN ST ILDICA ST 2 Residential/Local 493 34 16,762 AC 12/1/2022 36145 DAIN DRIVE DAINDR 0200 ILDICA ST S CDS 2 Residential/Local 1417 34 48,178 AC/AC 12/12/2022 38146 DARRYL STREET DARRST 0100 KEMPF ST WASHINGTON ST 2 Residential/Local 965 35 33,775 AC 11/30/2022 96147 DARTMOOR DRIVE DARTDR 0100 N CDS 69TH ST 2 Residential/Local 2078 33 68,574 AC 11/28/2022 41148 DAVENTRY STREET DAVEST 0100 69TH ST DARTMOOR DR 2 Residential/Local 627 29 18,183 AC 11/28/2022 42149 DAVIDSON AVENUE DAVIAV 0100 W CDS BUENA VISTA AV 2 Residential/Local 590 34 20,060 AC 11/28/2022 59150 DAVIDSON AVENUE DAVIAV 0200 BUENA VISTA AV MAIN ST 2 Residential/Local 351 22 7,722 AC 11/28/2022 12151 DAVIDSON STREET EXTENSION DAVSTE 0100 NW END DAVIDSON AV 2 Residential/Local 60 34 2,040 AC 11/28/2022 81152 DAYTON DRIVE DAYTDR 0100 SKYLINE DR ENGLEWOOD DR 1 Residential/Local 303 30 9,090 AC/AC 11/30/2022 77153 DAYTON DRIVE DAYTDR 0200 ENGLEWOOD DR BARTON DR 2 Residential/Local 711 30 21,330 AC 11/30/2022 73154 DAYTON DRIVE DAYTDR 0300 BARTON DRD 151' S/O NICHALS ST 2 Residential/Local 462 30 13,860 AC 11/30/2022 73155 DAYTON DRIVE DAYTDR 0400 151' S/O NICHALS ST EL ROY DR 2 Residential/Local 982 29 28,478 AC 11/30/2022 20156 DAYTONA STREET DAYTST 0100 ALFORD ST HARRIS ST 2 Residential/Local 242 16 3,872 AC 11/28/2022 ≤10157 DAYTONA STREET DAYTST 0200 HARRIS ST WEST ST 2 Residential/Local 141 25 3,525 AC 11/28/2022 100158 DAYTONA STREET DAYTST 0300 WEST ST NEW JERSEY AV 2 Residential/Local 648 25 16,200 AC 11/28/2022 100159 DEBCO DRIVE DEBCDR 0100 MT VERNON ST ROBBIE WY 2 Residential/Local 475 33 15,675 AC 11/30/2022 35160 DEBCO DRIVE DEBCDR 0200 ROBBIE WY ALTON DR 2 Residential/Local 607 33 20,031 AC 11/30/2022 ≤10161 DEBORAH PLACE DEBOPL 0100 LONGDALE DR LONGDALE DR 2 Residential/Local 626 34 21,284 AC/AC 11/30/2022 81162 DENNIS LANE DENNLN 0100 JEFFERSON ST PALM AV 2 Residential/Local 650 33 21,450 AC/AC 11/30/2022 91163 DENSTONE PLACE DENSPL 0100 DAVENTREE DARTMOOR DR 2 Residential/Local 741 33 24,453 AC/AC 11/28/2022 79164 DEVILLE DRIVE DEVIDR 0100 WATWOOD RD E CITY LIMIT 2 Residential/Local 362 34 12,308 AC/AC 11/30/2022 52165 DI FOSS STREET DIFOST 0100 MT VERNON ST MAZER ST 2 Residential/Local 614 36 22,104 AC 12/12/2022 54 3 of 20
Appendix B
2023 PMP Update
PCI List
Sorted by Street Name
# Street Name Street ID Section ID Beg Location End Location Lanes Functional Class Length (ft) Width (ft) Area (sf) Surface Type PCI Date Inspected PCI 166 DREW LANE DREWLN 0100 N CDS SAN MIGUEL AV 2 Residential/Local 979 33 32,307 AC 11/28/2022 ≤10167 DREXEL COURT DREXCT 0100 DREXEL DR E CDS 2 Residential/Local 421 30 12,630 AC/AC 11/30/2022 86168 DREXEL DRIVE DREXDR 0100 BLOSSOM LN DREXEL CT 2 Residential/Local 235 34 7,990 AC 11/30/2022 76169 DREXEL DRIVE DREXDR 0200 DREXEL CT CANTON DR 2 Residential/Local 243 30 7,290 AC 11/30/2022 74170 DREXEL DRIVE DREXDR 0300 CANTON DR LANSING RD 2 Residential/Local 539 23 12,397 AC 11/30/2022 71171 DREXEL DRIVE DREXDR 0400 LANSING RD OSAGE DR 2 Residential/Local 634 29 18,386 AC/AC 11/30/2022 86172 DUPONT DRIVE DUPODR 0100 DAYTONA DR CANTON DR 2 Residential/Local 777 23 17,871 AC 12/12/2022 89173 DUPONT DRIVE DUPODR 0200 CANTON DR LANSING DR 2 Residential/Local 576 27 15,552 AC/AC 11/30/2022 50174 DUPONT DRIVE DUPODR 0300 LANSING DR S CDS 2 Residential/Local 469 26 12,194 AC 12/12/2022 46175 EDDING DRIVE EDDIDR 0100 N CDS MT VERNON ST 2 Residential/Local 546 33 18,018 AC 11/28/2022 25176 EDGERTON DRIVE EDGEDR 0100 MT VERNON ST S CDS 2 Residential/Local 715 26 18,590 AC/AC 11/30/2022 52177 EL DORA STREET ELDOST 0100 LEMON GROVE AVE FAIRHAVEN ST 2 Residential/Local 1584 33 52,272 AC/AC 12/12/2022 70178 EL DORA STREET ELDOST 0200 FAIRHAVEN ST ALTON DR 2 Residential/Local 1771 30 53,130 AC/AC 11/30/2022 79179 EL PRADO AVENUE ELPRAV 0100 MT VERNON ST BONITA ST 2 Residential/Local 1731 28 48,468 AC 11/28/2022 86180 EL PRADO AVENUE ELPRAV 0200 BONITA ST SAN PASQUAL ST 2 Residential/Local 560 24 13,440 AC 11/28/2022 24181 EL PRADO AVENUE ELPRAV 0300 SAN PASQUAL ST MASSACHUSETTS AV 2 Residential/Local 845 34 28,730 AC/AC 11/28/2022 100182 EL PRADO AVENUE ELPRAV 0400 MASSACHUSETTS AV RAMON ST 2 Residential/Local 1111 34 37,774 AC/AC 11/28/2022 80183 EL PRADO AVENUE ELPRAV 0500 RAMON ST ALBERDI DR 2 Residential/Local 1964 34 66,776 AC/AC 11/28/2022 74184 EL ROY DRIVE ELRODR 0100 DAYTON DR CANTON DR 2 Residential/Local 675 22 14,850 AC/AC 11/30/2022 54185 EL ROY DRIVE ELRODR 0200 CANTON DR LANSING DR 2 Residential/Local 501 25 12,525 AC/AC 11/30/2022 76186 EL VERDE COURT ELVECT 0100 ILDICA ST S CDS 2 Residential/Local 144 30 4,320 AC 11/30/2022 63187 ELKHORN STREET ELKHST 0100 DAIN DR SIEGLE DR 2 Residential/Local 725 34 24,650 AC 11/30/2022 41188 ENGLEWOOD DRIVE ENGLDR 0100 ALTON DR CANTON DR 2 Residential/Local 2087 30 62,610 AC 12/1/2022 46189 ENSENADA STREET ENSEST 0100 EL DORA ST BAKERSFIELD ST 2 Residential/Local 356 28 9,968 AC/AC 12/1/2022 54190 ENSENADA STREET ENSEST 0200 BAKERSFIELD ST BARTON DR 2 Residential/Local 2507 31 77,717 AC/AC 12/1/2022 74191 ENSENADA STREET ENSEST 0300 BARTON DR ALTON DR 2 Residential/Local 764 30 22,920 AC/AC 12/1/2022 70192 EPPICK COURT EPPICT 0100 W CDS OSAGA DR 2 Residential/Local 430 28 12,040 AC/AC 12/1/2022 65193 FAIRFAX DRIVE FAIRDR 0100 CANTON DR LANSING DR 2 Residential/Local 359 25 8,975 AC/AC 12/1/2022 70194 FAIRHAVEN STREET FAIHST 0100 EL DORA ST GLENCOE DR 2 Residential/Local 1262 30 37,860 AC 12/1/2022 18195 FEDERAL BOULEVARD FEDEBL 0100 MACARTHUR DR 793' E/O MACARTHUR DR 2 Collector 793 39 30,927 AC 11/30/2022 43196 FEDERAL BOULEVARD FEDEBL 0200 793' E/O MACARTHUR DR 411' W/O CENTRAL AV 2 Collector 1728 34 58,752 AC/AC 11/30/2022 97197 FEDERAL BOULEVARD FEDEBL 0300 411' W/O CENTRAL AV CENTRAL AV 3 Collector 411 70 28,770 AC 11/30/2022 70198 FEDERAL BOULEVARD FEDEBL 0400 CENTRAL AV 422' W/O COLLEGE AV 3 Collector 1648 66 108,768 AC 11/30/2022 73199 FEDERAL BOULEVARD FEDEBL 0500EB 422' W/O COLLEGE AV COLLEGE AV 2 Collector 422 42 17,724 AC 11/30/2022 13200 FEDERAL BOULEVARD FEDEBL 0500WB COLLEGE AV 422' W/O COLLEGE AV 1 Collector 422 30 12,660 AC 11/30/2022 27201 FEDERAL BOULEVARD FEDEBL 0600EB COLLEGE AV BROADWAY 2 Arterial 693 24 16,632 AC 12/12/2022 100202 FEDERAL BOULEVARD FEDEBL 0600WB BROADWAY COLLEGE AV 3 Arterial 715 54 38,610 AC/AC 12/12/2022 83203 FIRE DEPARTMENT LOT FIRDEP 0100 CENTRAL AV S END 2 Parking Lot 227 40 9,080 AC 12/1/2022 39204 FISHER LANE FISHLN 0100 CENTRAL AV ROOSEVELT AV 1 Residential/Local 634 14 8,876 AC 11/28/2022 18205 FLORINE ROAD FLORRD 0100 WESTVIEW PL CENTRAL AV 2 Residential/Local 796 34 27,064 AC 11/28/2022 70206 GLEBE ROAD GLEBRD 0100 FISHER LN SAN MIGUEL AV 2 Residential/Local 747 34 25,398 AC 11/28/2022 ≤10 207 GLEBE ROAD GLEBRD 0200 SAN MIGUEL AV MT VERNON ST 2 Residential/Local 1292 34 43,928 AC/AC 11/28/2022 100208 GLENCOE DRIVE GLENDR 0100NB ELDORA ST ALTON DR 1 Residential/Local 521 15 7,815 PCC 12/12/2022 57209 GLENCOE DRIVE GLENDR 0100SB ATON DR ELDORA ST 1 Residential/Local 521 17 8,857 AC 12/21/2022 ≤10210 GLENCOE DRIVE GLENDR 0200 EL ROY DR CANTON DR 2 Residential/Local 590 38 22,420 AC/AC 12/12/2022 64211 GLENCOE DRIVE GLENDR 0300 CANTON DR CALVOCADO ST 2 Residential/Local 693 23 15,939 AC 12/1/2022 36212 GLENCOE DRIVE GLENDR 0400 CALVOCADO ST HUGHES ST 1 Residential/Local 653 22 14,366 AC 12/12/2022 19213 GLENCOE DRIVE GLENDR 0500 HUGHES ST ZEMCO DR 1 Residential/Local 358 16 5,728 AC 1/3/2023 35214 GLENCOE DRIVE GLENDR 0600 ZEMCO DR JAMACHA RD 1 Residential/Local 705 20 14,100 AC 12/12/2022 28215 GOLD LAKE ROAD GOLARD 0100 GREEN LAKE RD MT VERNON ST 2 Residential/Local 1041 34 35,394 AC 11/28/2022 91216 GOLDEN AVENUE GOLDAV 0100 LEMON GROVE AV SCHOOL LN 2 Residential/Local 337 44 14,828 AC/AC 12/12/2022 87217 GOLDEN AVENUE GOLDAV 0200 SCHOOL LN ACACIA ST 2 Residential/Local 450 34 15,300 AC/AC 11/21/2022 100218 GOLDEN AVENUE GOLDAV 0300 ACACIA ST KEMPF ST 2 Residential/Local 465 40 18,600 AC 11/21/2022 34 219 GOLDEN AVENUE GOLDAV 0400 KEMPF ST WASHINGTON ST 2 Residential/Local 985 37 36,445 AC 11/21/2022 73220 GOLDEN AVENUE GOLDAV 0500 WASHINGTON ST GOLDEN VIEW TERR 2 Residential/Local 967 28 27,076 AC/AC 11/21/2022 54 4 of 20
Appendix B
2023 PMP Update
PCI List
Sorted by Street Name
# Street Name Street ID Section ID Beg Location End Location Lanes Functional Class Length (ft) Width (ft) Area (sf) Surface Type PCI Date Inspected PCI 221 GOLDEN AVENUE GOLDAV 0600 GOLDEN VIEW TERR ROY ST 2 Residential/Local 1613 27 43,551 AC/AC 11/21/2022 54222 GOLDEN AVENUE GOLDAV 0700 ROY ST ADAMS ST 2 Residential/Local 367 28 10,276 AC/AC 11/21/2022 53223 GOLDEN AVENUE GOLDAV 0800 ADAMS ST PALM ST 2 Residential/Local 1645 26 42,770 AC/AC 11/21/2022 59224 GOLDEN AVENUE GOLDAV 0900 MT VERNON ST S END OF PVMNT 2 Residential/Local 223 25 5,575 AC 11/21/2022 70225 GOLDEN GROVE PLACE GOGRPL 0100 LINCOLN ST SW CDS 2 Residential/Local 536 30 16,080 AC 11/21/2022 72226 GRANGE STREET GRANST 0100 SAN MIGUEL AV DAVIDSON AV 2 Residential/Local 628 25 15,700 AC/AC 11/28/2022 41227 GREEN LAKE ROAD GRLARD 0100 GOLDEN LAKE RD E CDS 2 Residential/Local 224 29 6,496 AC 11/28/2022 86228 GROVE STREET GROVST 0100 N. CITY LIMIT LEMON GROVE WY 2 Collector 502 42 21,084 AC/AC 11/30/2022 100229 GROVE STREET GROVST 0200 LEMON GROVE WY NORTH AV 3 Collector 362 62 22,444 AC 11/30/2022 47230 GROVE STREET GROVST 0300 NORTH AV LESTER AV 2 Collector 309 62 19,158 AC 11/30/2022 40231 GROVE STREET GROVST 0400 LESTER AV BROADWAY 3 Collector 310 62 19,220 AC 11/30/2022 57232 HARDY DRIVE HARDDR 0100 PALM AV MT VERNON ST 2 Residential/Local 1002 34 34,068 AC 11/21/2022 75233 HARRIS STREET HARRST 0100 NORTH AV BROADWAY 2 Residential/Local 644 38 24,472 AC 11/28/2022 19234 HARRIS STREET HARRST 0200 BROADWAY PACIFIC AV 2 Residential/Local 306 33 10,098 AC 11/28/2022 100235 HARRIS STREET HARRST 0300 PACIFIC AV S CDS 2 Residential/Local 662 30 19,860 AC 11/28/2022 40236 HAVEN DRIVE HAVEDR 0100 CRESTLINE DR MULDER ST 2 Residential/Local 280 23 6,440 AC 11/21/2022 ≤10237 HIBISCUS DRIVE HIBIDR 0100 CENTRAL AV S CDS 2 Residential/Local 1267 40 50,680 AC 11/28/2022 20238 HILLTOP DRIVE HILLDR 0100 END OF PUBLIC LEMON GROVE WY 2 Residential/Local 805 19 15,295 AC 12/12/2022 97239 HUGHES STREET HUGHST 0100 LINCOLN PL GLENCOE DR 2 Residential/Local 801 25 20,025 AC 11/21/2022 ≤10240 IDA STREET IDASTR 0100 CORONA ST E CDS 2 Residential/Local 235 33 7,755 AC 11/28/2022 19241 ILDICA STREET ILDIST 0100 BLOSSOM LN CAMINO DE LAS PALMAS 3 Residential/Local 1580 62 97,960 AC 11/21/2022 ≤10 242 ILDICA STREET ILDIST 0200 CAMINO DE LAS PALMAS N END OF PUBLIC 2 Residential/Local 620 36 22,320 AC 12/1/2022 99243 JADAM WAY JADAWY 0100 W CDS DAIN CT 2 Residential/Local 351 29 10,179 AC 12/1/2022 96244 JAVA LANE JAVALN 0100 N CDS SARAWAK DR 2 Residential/Local 238 30 7,140 AC 12/1/2022 37245 JAYNIA PLACE JAYNPL 0100 CEDRAL PL SAN MIGUEL AV 2 Residential/Local 478 34 16,252 AC 11/28/2022 87246 JEFFERSON STREET JEFFST 0100 W CDS WASHINGTON ST 2 Residential/Local 655 28 18,340 AC 12/12/2022 30247 JEFFERSON STREET JEFFST 0200 WASHINGTON ST DENNIS LN 2 Residential/Local 403 33 13,299 AC/AC 12/1/2022 88248 KEMPF STREET KEMPST 0100NB GOLDEN AV BROADWAY 2 Collector 306 32 9,792 AC 11/30/2022 12249 KEMPF STREET KEMPST 0100SB BROADWAY GOLDEN AV 2 Collector 306 40 12,240 AC 11/30/2022 32250 KEMPF STREET KEMPST 0200 GOLDEN AV DARRYL ST 3 Collector 831 49 40,719 AC 11/30/2022 12251 KEMPF STREET KEMPST 0300 DARRYL ST LINCOLN ST 49 Collector 497 49 24,353 AC 11/30/2022 11252 KENNESTER DRIVE KENNDR 0100 CENTRAL AV S CDS 2 Residential/Local 340 36 12,240 AC 11/28/2022 31253 KOE STREET KOESTR 0100 LANSING DR S CDS 2 Residential/Local 499 34 16,966 AC/AC 12/1/2022 82254 LA CORTA CIRCLE LACOCI 0100 LA CORTA ST LA CORTA ST 2 Residential/Local 1180 37 43,660 AC/AC 11/28/2022 83255 LA CORTA STREET LACOST 0100 CALLE ENTRE MASSACHUSETTS AV 2 Residential/Local 593 33 19,569 AC 11/28/2022 ≤10256 LA CORTA STREET LACOST 0200 MASSACHUSETTS AV RAMON ST 2 Residential/Local 1083 34 36,822 AC/AC 11/28/2022 86257 LA CORTA STREET LACOST 0300 RAMON ST LA CORTA CI 2 Residential/Local 1780 38 67,640 AC/AC 11/28/2022 80258 LA PUERTA PLACE LAPUPL 0100 COSTADA CT EL PRADO AV 2 Residential/Local 231 33 7,623 AC/AC 11/28/2022 85259 LANSING DRIVE LANSDR 0100 CANTON DR SKYLINE DR 2 Collector 1796 25 44,900 AC 11/30/2022 20260 LANSING DRIVE LANSDR 0200 SKYLINE DR DREXEL DR 2 Residential/Local 374 23 8,602 AC 12/12/2022 85261 LANSING DRIVE LANSDR 0300 DREXEL DR CAMERON DR 2 Residential/Local 286 22 6,292 AC 12/1/2022 39262 LARWOOD ROAD LARWRD 0100 WOODROW AV DEVILLE DR 2 Residential/Local 1112 33 36,696 AC 12/1/2022 66263 LARWOOD ROAD LARWRD 0200 DEVILLE DR S CITY LIMIT 2 Residential/Local 423 34 14,382 AC 12/12/2022 94264 LAWFORD COURT LAWFCT 0100 N CDS LAWFORD PL 2 Residential/Local 106 62 6,572 AC/AC 12/2/2022 71265 LAWFORD PLACE LAWFPL 0100 LOCKE PL NOBLE ST 2 Residential/Local 387 34 13,158 AC 12/2/2022 74266 LAWTON DRIVE LAWTDR 0100 MT VERNON ST S CDS 2 Residential/Local 709 28 19,852 AC 12/2/2022 ≤10267 LEBUAN DRIVE LEBUDR 0100 SARAWAK DR BLOSSOM LN 2 Residential/Local 206 34 7,004 AC/AC 12/2/2022 76268 LEMON AVENUE LEMOAV 0100 BUENA VISTA AV OLIVE ST 2 Residential/Local 613 33 20,229 AC 11/28/2022 ≤10 269 LEMON GROVE AVENUE LEGRAV 0100NB S CITY LIMIT CANTON DR 2 Arterial 1743 31 54,033 AC/AC 11/30/2022 44270 LEMON GROVE AVENUE LEGRAV 0100SBNEW N CITY LIMIT NORTH AV 3 Arterial 540 39 21,060 AC 11/30/2022 100271 LEMON GROVE AVENUE LEGRAV 0200NB CANTON DR 1650' N/O CANTON DR 2 Arterial 1650 35 57,750 AC/AC 11/30/2022 94272 LEMON GROVE AVENUE LEGRAV 0200SB NORTH AV BROADWAY 2 Arterial 696 29 20,184 AC 11/30/2022 46273 LEMON GROVE AVENUE LEGRAV 0300NB 1650' N/O CANTON DR MT VERNON ST 2 Arterial 1650 35 57,750 AC/AC 11/30/2022 41274 LEMON GROVE AVENUE LEGRAV 0300SB BROADWAY GOLDEN AV 2 Arterial 236 29 6,844 AC/AC 11/30/2022 58275 LEMON GROVE AVENUE LEGRAV 0400NB MT VERNON ST CYPRESS AV 2 Arterial 976 35 34,160 AC/AC 11/30/2022 31 5 of 20
Appendix B
2023 PMP Update
PCI List
Sorted by Street Name
# Street Name Street ID Section ID Beg Location End Location Lanes Functional Class Length (ft) Width (ft) Area (sf) Surface Type PCI Date Inspected PCI 276 LEMON GROVE AVENUE LEGRAV 0400SB GOLDEN AV CENTRAL AV 2 Arterial 1083 29 31,407 AC/AC 11/30/2022 53277 LEMON GROVE AVENUE LEGRAV 0500NB CYPRESS AV SAN MIGUEL AV 3 Arterial 192 35 6,720 AC/AC 11/30/2022 43278 LEMON GROVE AVENUE LEGRAV 0500SB CENTRAL AV SAN MIGUEL AV 2 Arterial 1628 31 50,468 AC/AC 11/30/2022 23279 LEMON GROVE AVENUE LEGRAV 0600NB SAN MIGUEL AV CENTRAL AV 2 Arterial 1628 31 50,468 AC/AC 11/30/2022 29280 LEMON GROVE AVENUE LEGRAV 0600SB SAN MIGUEL AV CYPRESS AV 3 Arterial 192 38 7,296 AC/AC 11/30/2022 67281 LEMON GROVE AVENUE LEGRAV 0700NB CENTRAL AV GOLDEN AV 2 Arterial 1083 29 31,407 AC/AC 11/30/2022 44282 LEMON GROVE AVENUE LEGRAV 0700SB CYPRESS AV MT VERNON ST 2 Arterial 976 31 30,256 AC/AC 11/30/2022 39283 LEMON GROVE AVENUE LEGRAV 0800NB GOLDEN AV BROADWAY 3 Arterial 236 43 10,148 AC/AC 11/30/2022 59284 LEMON GROVE AVENUE LEGRAV 0800SB MT VERNON ST 1649' S/O MT VERNON ST 2 Arterial 1649 31 51,119 AC/AC 11/30/2022 100285 LEMON GROVE AVENUE LEGRAV 0900NB BROADWAY LESTER AV 2 Arterial 372 31 11,532 AC 11/30/2022 29286 LEMON GROVE AVENUE LEGRAV 0900SB 1649' S/O MT VERNON ST CANTON DR 2 Arterial 1649 31 51,119 AC/AC 11/30/2022 93287 LEMON GROVE AVENUE LEGRAV 1000NB LESTER AV NORTH AV 3 Arterial 304 42 12,768 AC 11/30/2022 100288 LEMON GROVE AVENUE LEGRAV 1000SB CANTON DR S CITY LIMIT 2 Arterial 1743 31 54,033 AC/AC 11/30/2022 100289 LEMON GROVE AVENUE LEGRAV 1100NBNEW NORTH AV N CITY LIMIT 3 Arterial 540 39 21,060 AC 11/30/2022 94290 LEMON GROVE PARK LOT LEMLOT 0100 WASHINGTON ST E END 2 Parking Lot 619 40 24,760 AC 12/14/2022 26291 LEMON GROVE RECREATION CENTER LEMREC 0100 SCHOOL LN E END 2 Parking Lot 423 40 16,920 AC 12/1/2022 79292 LEMON GROVE SENIOR CENTER LEMSEN 0100 MOUNT VERNON ST S END 2 Parking Lot 515 40 20,600 AC 12/1/2022 40293 LEMON GROVE WAY LEGRWY 0100 LEMON GROVE AV GROVE ST 2 Collector 972 33 32,076 AC/AC 11/30/2022 94294 LEMON GROVE WAY LEGRWY 0200 GROVE ST HILLTOP DR 2 Collector 1168 48 56,064 AC/AC 11/30/2022 94295 LEMON GROVE WAY LEGRWY 0300 HILLTOP DR COLUMBUS PL 2 Collector 125 36 4,500 AC 11/30/2022 92296 LEMON GROVE WAY LEGRWY 0400 COLUMBUS PL BROADWAY 2 Collector 762 45 34,290 AC 11/30/2022 ≤10 297 LEMON LANE LEMOLN 0100 N CDS ROY ST 2 Residential/Local 438 34 14,892 AC 12/2/2022 31298 LEMONWOOD LANE LEWOLN 0100 W CDS MERCURY DR 2 Residential/Local 708 34 24,072 AC 11/28/2022 25299 LESTER STREET LESTST 0100 LEMON GROVE AV GROVE ST 2 Residential/Local 884 30 26,520 AC 12/2/2022 ≤10300 LINCOLN PLACE LINCPL 0100 HUGHES ST ZEMCO DR 2 Residential/Local 545 20 10,900 AC 12/2/2022 ≤10301 LINCOLN PLACE LINCPL 0200 ZEMCO DR JAMACHA RD 2 Residential/Local 868 27 23,436 AC 12/2/2022 39302 LINCOLN STREET LINCST 0100 LEMON GROVE AV CITRONELLA ST 2 Collector 116 38 4,408 AC 11/30/2022 94303 LINCOLN STREET LINCST 0200 CITRONELLA ST SKYLINE DR 2 Collector 1155 33 38,115 AC/AC 11/30/2022 79304 LINCOLN STREET LINCST 0300 SKYLINE DR JULIE LYNN WY 2 Collector 195 34 6,630 AC 11/30/2022 22305 LINCOLN STREET LINCST 0400 JULIE LYNN WY WASHINGTON ST 2 Collector 777 24 18,648 AC 11/30/2022 18306 LINCOLN STREET LINCST 0500 WASHINGTON ST GOLDEN AV 2 Collector 1326 25 33,150 AC/AC 11/30/2022 51307 LOCKE PLACE LOCKPL 0100 N CDS FAIRHAVE ST 2 Residential/Local 246 33 8,118 AC/AC 12/2/2022 89308 LOMA DRIVE LOMADR 0100 MT VERNON ST CIRCLE DR 2 Residential/Local 90 34 3,060 AC 12/12/2022 84309 LONG LAKE ROAD LOLARD 0100 GOLD LAKE RD E CDS 2 Residential/Local 236 29 6,844 AC 11/28/2022 81310 LONGDALE DRIVE LONGDR 0100 CITRONELLA ST SKYLINE DR 2 Residential/Local 1062 34 36,108 AC/AC 12/2/2022 54311 LONGDALE DRIVE LONGDR 0200 SKYLINE DR E CDS 2 Residential/Local 844 34 28,696 AC 12/2/2022 14312 LYNDINE LYNDIN 0100 ALTON DR MAZER ST 2 Residential/Local 365 33 12,045 AC 12/2/2022 62313 MAC ARTHUR DRIVE MACRDR 0100 SW CITY LIMIT SAN MIGUEL AV 2 Residential/Local 1997 24 47,928 AC 11/28/2022 42314 MADERA STREET MADEST 0100 SAN PASQUAL ST MASSACHUSETTS AV 2 Residential/Local 432 38 16,416 AC 11/28/2022 28315 MADERA STREET MADEST 0200 MASSACHUSETTS AV RAMON ST 2 Collector 1555 54 83,970 AC 11/18/2022 20316 MADERA STREET MADEST 0300 RAMON ST 69TH ST 2 Collector 1591 47 74,777 AC 11/18/2022 21317 MADISON AVENUE MADIAV 0100 W END NEW JERSEY AV 2 Residential/Local 486 26 12,636 AC 11/28/2022 ≤10318 MADISON AVENUE MADIAV 0200 NEW JERSEY AV BUENA VISTA AV 2 Residential/Local 638 25 15,950 AC 11/28/2022 26319 MADISON AVENUE MADIAV 0300 CYPRESS AV OLIVE ST 2 Residential/Local 354 26 9,204 AC 11/28/2022 15320 MAIN STREET MAINST 0100 NORTH AV BROADWAY 2 Residential/Local 670 35 23,450 AC 11/28/2022 100321 MAIN STREET MAINST 0200 BROADWAY 951' S/O BROADWAY 2 Residential/Local 951 37 35,187 AC 11/28/2022 34322 MAIN STREET MAINST 0300 951' S/O BROADWAY CENTRAL AV 2 Residential/Local 342 28 9,576 AC 11/28/2022 88323 MAIN STREET MAINST 0400 CENTRAL AV BURNELL AV 2 Residential/Local 790 31 24,490 AC 11/28/2022 11324 MAIN STREET MAINST 0500 BURNELL AV SAN MIGUEL AV 2 Residential/Local 749 32 23,968 AC 11/28/2022 72325 MAIN STREET MAINST 0600 SAN MIGUEL AV DAVIDSON AV 2 Residential/Local 538 22 11,836 AC 11/28/2022 26326 MAIN STREET MAINST 0700 DAVIDSON AV MT VERNON ST 2 Residential/Local 789 26 20,514 AC 11/28/2022 35327 MAIN STREET MAINST 0800 MT VERNON ST S CDS 2 Residential/Local 1759 28 49,252 AC 11/28/2022 16328 MAIN STREET MAINST 0900 SAN PASQUAL ST MASSACHUSETTS AV 2 Residential/Local 448 37 16,576 AC 11/28/2022 ≤10329 MASSACHUSETTS AVENUE MASSAV 0100NB BROADWAY N CITY LIMIT 2 Arterial 867 29 25,143 AC 11/30/2022 68330 MASSACHUSETTS AVENUE MASSAV 0100SB N CITY LIMIT BROADWAY 2 Arterial 867 36 31,212 AC 11/30/2022 98 6 of 20
Appendix B
2023 PMP Update
PCI List
Sorted by Street Name
# Street Name Street ID Section ID Beg Location End Location Lanes Functional Class Length (ft) Width (ft) Area (sf) Surface Type PCI Date Inspected PCI 331 MASSACHUSETTS AVENUE MASSAV 0200NB PACIFIC AV BROADWAY 3 Arterial 316 36 11,376 AC 11/30/2022 70332 MASSACHUSETTS AVENUE MASSAV 0200SB BROADWAY PACIFIC AV 2 Arterial 316 26 8,216 AC/AC 11/30/2022 46333 MASSACHUSETTS AVENUE MASSAV 0300 PACIFIC AV CENTRAL AV 3 Arterial 1005 62 62,310 AC/AC 11/30/2022 32334 MASSACHUSETTS AVENUE MASSAV 0400 CENTRAL AV SAN MIGUEL AV 3 Arterial 1326 63 83,538 AC/AC 11/30/2022 34335 MASSACHUSETTS AVENUE MASSAV 0500 SAN MIGUEL AV MT VERNON ST 3 Arterial 1329 62 82,398 AC/AC 11/30/2022 100336 MASSACHUSETTS AVENUE MASSAV 0600 MT VERNON ST MADERA ST 3 Arterial 1800 62 111,600 AC/AC 11/30/2022 90337 MASSACHUSETTS AVENUE MASSAV 0700 MADERA ST EL PRADO AV 3 Arterial 1109 37 41,033 AC/AC 11/30/2022 86338 MASSACHUSETTS AVENUE MASSAV 0800 EL PRADO AV SAN ALTOS PL 4 Arterial 430 58 24,940 AC/AC 11/30/2022 91339 MASSACHUSETTS AVENUE MASSAV 0900NB LEMON GROVE AV SAN ALTOS PL 1 Arterial 310 22 6,820 AC/AC 11/30/2022 95340 MASSACHUSETTS AVENUE MASSAV 0900SB SAN ALTOS PL MAIN ST 3 Arterial 310 33 10,230 AC 11/30/2022 87341 MAZER STREET MAZEST 0100 CHATSWOOD DR LYNDINE ST 2 Residential/Local 560 33 18,480 AC 12/2/2022 95342 MC KNIGHT STREET MCKNST 0100 N END MT VERNON ST 2 Residential/Local 385 27 10,395 AC 11/28/2022 20343 MC KNIGHT STREET MCKNST 0200 MT VERNON ST CAMELOT CT 2 Residential/Local 796 30 23,880 AC 11/28/2022 ≤10344 MC KNIGHT STREET MCKNST 0300 CAMELOT CT SAN PASQUAL ST 2 Residential/Local 634 30 19,020 AC 11/28/2022 ≤10345 MEADOW LANE MEADLN 0100 N CDS ROY ST 2 Residential/Local 469 34 15,946 AC 12/2/2022 27346 MERCURY DRIVE MERCDR 0100 LEMONWOOD LN SAN MIGUEL AV 2 Residential/Local 808 34 27,472 AC 11/28/2022 11347 MERCURY DRIVE MERCDR 0200 SAN MIGUEL AV ROSEMARY LN 2 Residential/Local 784 34 26,656 AC 11/28/2022 ≤10 348 MONTANA STREET MONTST 0100 LEMON GROVE AV CITRONELLA ST 2 Residential/Local 90 34 3,060 AC/AC 12/2/2022 62349 MOROSE STREET MOROST 0100 MAZER ST ALTON DR 2 Residential/Local 348 33 11,484 AC 12/2/2022 62350 MT VERNON STREET MTVEST 0100 69TH ST BERRY ST 2 Collector 898 25 22,450 AC 11/18/2022 32351 MT VERNON STREET MTVEST 0200 BERRY ST BETH PL 2 Collector 686 40 27,440 AC 11/18/2022 30352 MT VERNON STREET MTVEST 0300 BETH PL MASSACHUSETTS AV 2 Collector 345 24 8,280 AC 11/18/2022 95353 MT VERNON STREET MTVEST 0400 MASSACHUSETTS AV MCKNIGHT DR 2 Collector 290 42 12,180 AC/AC 12/1/2022 95354 MT VERNON STREET MTVEST 0500 MCKNIGHT DR BONITA ST 2 Collector 685 29 19,865 AC/AC 12/1/2022 100355 MT VERNON STREET MTVEST 0600 BONITA ST MAIN ST 2 Collector 1643 30 49,290 AC/AC 12/1/2022 98356 MT VERNON STREET MTVEST 0700 LEMON GROVE AV CYPRESS AV 2 Collector 911 23 20,953 AC/AC 12/1/2022 56357 MT VERNON STREET MTVEST 0800 CYPRESS AV HARDY DR 2 Collector 716 24 17,184 AC/AC 12/1/2022 100358 MT VERNON STREET MTVEST 0900 HARDY DR SKYLINE DR 2 Collector 369 31 11,439 AC/AC 12/1/2022 69359 MT VERNON STREET MTVEST 1000 SKYLINE DR WASHINGTON ST 2 Collector 1046 32 33,472 AC/AC 12/1/2022 100360 MT VERNON STREET MTVEST 1100 WASHINGTON ST DEBCO DR 2 Collector 546 39 21,294 AC 12/1/2022 ≤10361 MT VERNON STREET MTVEST 1200 DEBCO DR GOLDEN AV 2 Collector 7726 40 309,040 AC 12/1/2022 11362 MT VERNON STREET MTVEST 1300 GOLDEN AV LAWTON ST 2 Collector 767 33 25,311 AC 12/1/2022 11363 MULDER STREET MULDST 0100 PALM ST HAVEN ST 2 Residential/Local 767 33 25,311 AC 12/2/2022 30364 MYRA STREET MYRAST 0100 LONGDALE DR PALM AV 2 Residential/Local 464 33 15,312 AC/AC 12/2/2022 87365 NATHAN STREET NATHST 0100 DARRYL ST LINCOLN ST 2 Residential/Local 465 34 15,810 AC 12/2/2022 28366 NEW JERSEY AVENUE NEJEAV 0100 BROADWAY PACIFIC AV 2 Residential/Local 317 33 10,461 AC/AC 11/28/2022 53367 NEW JERSEY AVENUE NEJEAV 0200 PACIFIC AV CENTRAL AV 2 Residential/Local 997 25 24,925 AC/AC 11/28/2022 53368 NEW JERSEY AVENUE NEJEAV 0300 CENTRAL AV SAN MIGUEL AV 2 Residential/Local 1313 27 35,451 AC/AC 11/28/2022 56369 NEW JERSEY AVENUE NEJEAV 0400 SAN MIGUEL AV TRACY ST 2 Residential/Local 238 24 5,712 AC 11/28/2022 100370 NEW JERSEY AVENUE NEJEAV 0500 TRACY ST TWEED ST 2 Residential/Local 256 28 7,168 AC 11/28/2022 100371 NEW JERSEY AVENUE NEJEAV 0600 TWEED ST BRUNEI CT 2 Residential/Local 558 34 18,972 AC 11/28/2022 100372 NICHALS STREET NICHST 0100 GLENCOE DR 611' N/O GLENCOE DR 2 Residential/Local 611 31 18,941 AC 12/2/2022 19373 NICHALS STREET NICHST 0200 611' N/O GLENCOE DR DAYTON DR 2 Residential/Local 855 30 25,650 AC/AC 12/2/2022 32374 NICHALS STREET NICHST 0300 DAYTON DR ENGLEWOOD DR 2 Residential/Local 674 31 20,894 AC/AC 12/2/2022 82375 NIDA PLACE NIDAPL 0100 PALM AV S CDS 2 Residential/Local 483 28 13,524 AC 12/2/2022 ≤10376 NINA ROAD NINARD 0100 SAN MIGUEL AV S CDS 2 Residential/Local 529 33 17,457 AC/AC 11/28/2022 73377 NOBLE STREET NOBLST 0100 LAWFORD PL E DORA ST 2 Residential/Local 1313 23 30,199 AC 12/2/2022 ≤10378 NORTH AVENUE NORTAV 0100 BROADWAY MASSACHUSETTS AV 2 Residential/Local 2005 25 50,125 AC 11/28/2022 ≤10 379 NORTH AVENUE NORTAV 0200 VISTA AV HARRIS ST 2 Residential/Local 624 25 15,600 AC/AC 11/28/2022 100380 NORTH AVENUE NORTAV 0300 HARRIS ST WEST ST 2 Residential/Local 368 25 9,200 AC 11/28/2022 ≤10381 NORTH AVENUE NORTAV 0400 WEST ST 246' W/F BUENA VISTA AV 2 Residential/Local 930 32 29,760 AC 11/28/2022 22382 NORTH AVENUE NORTAV 0450 246' W/F BUENA VISTA AV BUENA VISTA AV 2 Residential/Local 246 32 7,872 AC/AC 11/28/2022 81383 NORTH AVENUE NORTAV 0500 BUENA VISTA AV OLIVE ST 2 Residential/Local 630 26 16,380 AC 11/28/2022 18384 NORTH AVENUE NORTAV 0600 OLIVE ST LEMON GROVE AVENUE 4 Residential/Local 351 38 13,338 AC 12/12/2022 98385 NORTH AVENUE NORTAV 0700 LEMON GROVE AV GROVE ST 2 Residential/Local 783 23 18,009 AC 12/2/2022 95 7 of 20
Appendix B
2023 PMP Update
PCI List
Sorted by Street Name
# Street Name Street ID Section ID Beg Location End Location Lanes Functional Class Length (ft) Width (ft) Area (sf) Surface Type PCI Date Inspected PCI 386 NORTH AVENUE NORTAV 0800E LEMON GROVE AV LEMON GROVE WY 3 Collector 115 35 4,025 AC 12/1/2022 98387 NORTH AVENUE NORTAV 0800W LEMON GROVE WY LEMON GROVE AV 3 Collector 115 35 4,025 AC 12/1/2022 96388 OLIVE STREET OLIVST 0100 N CDS NORTH AV 2 Residential/Local 303 30 9,090 AC 11/28/2022 ≤10 389 OLIVE STREET OLIVST 0200 NORTH AV BROADWAY 2 Residential/Local 644 38 24,472 AC/AC 11/28/2022 96390 OLIVE STREET OLIVST 0300 BROADWAY PACIFIC AV 2 Residential/Local 644 38 24,472 AC 11/28/2022 20391 OLIVE STREET OLIVST 0400 PACIFIC AV CHURCH ST 2 Residential/Local 663 38 25,194 AC 11/28/2022 73392 OLIVE STREET OLIVST 0500 CHURCH ST CENTRAL AV 2 Residential/Local 319 34 10,846 AC 11/28/2022 75393 OLIVE STREET OLIVST 0600 CENTRAL AV BURNELL AV 2 Residential/Local 786 35 27,510 AC 11/28/2022 69394 OLIVE STREET OLIVST 0700 BURNELL AV MAIN ST 2 Residential/Local 610 29 17,690 AC/AC 11/28/2022 80395 ORANGE PLACE ORANPL 0100 LINCOLN ST BRYAN CT 2 Residential/Local 307 29 8,903 AC 12/2/2022 95396 OSAGE DRIVE OSAGDR 0100 CAMERON DR TARLETON ST 2 Residential/Local 549 28 15,372 AC 12/2/2022 99397 OSAGE DRIVE OSAGDR 0200 TARLETON ST JAMACHA RD 2 Residential/Local 735 34 24,990 AC 12/2/2022 99398 PACIFIC AVENUE PACIAV 0100 VISTA AV CITRUS ST 2 Residential/Local 250 22 5,500 AC 11/28/2022 18399 PACIFIC AVENUE PACIAV 0200 CITRUS ST HARRIS ST 2 Residential/Local 504 34 17,136 AC 11/28/2022 11400 PACIFIC AVENUE PACIAV 0300 HARRIS ST WEST ST 2 Residential/Local 148 33 4,884 AC 11/28/2022 63401 PACIFIC AVENUE PACIAV 0400 WEST AV NEW JERSEY AV 2 Arterial 652 30 19,560 AC/AC 11/30/2022 88402 PACIFIC AVENUE PACIAV 0500 NEW JERSEY AV BUENA VISTA AV 2 Residential/Local 626 38 23,788 AC 11/28/2022 ≤10403 PACIFIC AVENUE PACIAV 0600 BUENA VISTA AV OLIVE ST 2 Residential/Local 618 38 23,484 AC 11/28/2022 ≤10 404 PACIFIC AVENUE PACIAV 0700 OLIVE ST MAIN ST 2 Residential/Local 292 33 9,636 AC 11/28/2022 28405 PALM STREET PALM ST 0100 LEMON GROVE AV CITRONELLA ST 4 Collector 364 68 24,752 AC 12/1/2022 71406 PALM STREET PALMST 0200 CITRONELLA ST SKYLINE DR 3 Collector 1080 58 62,640 AC 12/1/2022 80407 PALM STREET PALMST 0300 SKYLINE DR GOLDEN AV 3 Collector 2298 63 144,774 AC 12/1/2022 84408 PALM STREET PALMST 0400 GOLDEN AV E CITY LIMIT 3 Collector 1074 75 80,550 AC 12/1/2022 96409 PALM STREET PALMST 0500 W CDS CAMINO DE LAS PALMAS 2 Residential/Local 389 30 11,670 AC 12/1/2022 100410 PATERO COURT PATECT 0100 W CDS EL PRADO AV 2 Residential/Local 183 38 6,954 AC/AC 11/28/2022 72411 PERGL STREET PERGST 0100 N CDS S CDS 2 Residential/Local 505 34 17,170 AC 11/28/2022 21412 PLACENTIA STREET PLACST 0100 EL PRADO AV SAN ALTOS PL 2 Residential/Local 245 38 9,310 AC/AC 11/28/2022 96413 PLATA COURT PLATCT 0100 PRIMERA ST E CDS 2 Residential/Local 148 34 5,032 AC/AC 11/28/2022 75414 PRIMERA STREET PRIMST 0100 CALLE ENTRE MASSACHUSETTS AV 2 Residential/Local 385 33 12,705 AC 11/28/2022 ≤10 415 PRIMERA STREET PRIMST 0200 MASSACHUSETTS AV RAMON ST 2 Residential/Local 1287 34 43,758 AC/AC 11/28/2022 85416 PRIMERA STREET PRIMST 0300 RAMON ST MADERA ST 2 Residential/Local 1465 34 49,810 AC/AC 11/28/2022 73417 RAMON STREET RAMOST 0100 MADERA ST LA CORTA ST 2 Residential/Local 558 34 18,972 AC/AC 11/28/2022 94418 RAMON STREET RAMOST 0200 LA CORTA ST SAN ALTOS PL 2 Residential/Local 763 38 28,994 AC/AC 11/28/2022 99419 ROBBIE WAY ROBBWY 0100 DEBCO DR E CDS 2 Residential/Local 423 34 14,382 AC 12/2/2022 80420 ROOSEVELT AVENUE ROOSAV 0100 FISHER LN NEW JERSEY AV 2 Residential/Local 6657 26 173,082 AC 11/28/2022 70421 ROOSEVELT AVENUE ROOSAV 0200 NEW JERSEY AV BUENA VISTA AV 2 Residential/Local 640 27 17,280 AC 11/28/2022 36422 ROOSEVELT AVENUE ROOSAV 0300 BUENA VISTA AV CYPRESS AV 2 Residential/Local 260 25 6,500 AC 11/28/2022 82423 ROSEMARY LANE BETHPL 0100 ROSEMARY LN S CDS 2 Residential/Local 141 55 7,755 AC 11/28/2022 40424 ROSEMARY LANE ROSELN 0100 W CDS MASSACHUSETTS AV 2 Residential/Local 1227 33 40,491 AC 11/28/2022 81425 ROSEMARY LANE ROSELN 0200 MASSACHUSETTS AV PERGL ST 2 Residential/Local 493 28 13,804 AC 11/28/2022 100426 ROY STREET ROYSTR 0100 KEMPF ST WASHINGTON ST 2 Residential/Local 982 33 32,406 AC/AC 12/2/2022 72427 ROY STREET ROYSTR 0200 WASHINGTON ST 446' E/O WASHINGTON ST 2 Residential/Local 446 34 15,164 AC/AC 12/2/2022 98428 ROY STREET ROYSTR 0300 446' E/O WASHINGTON ST MEADOW LN 2 Residential/Local 767 34 26,078 AC 12/2/2022 98429 ROY STREET ROYSTR 0400 W CDS GOLDEN AV 2 Residential/Local 363 34 12,342 AC 12/2/2022 25430 RUSSAN LANE RUSSLN 0100 N CDS BERRY ST 2 Residential/Local 432 33 14,256 AC 11/28/2022 43431 SAN ALTOS PLACE SAALPL 0100 MASSACHUSETTS AV RAMON ST 2 Residential/Local 1372 38 52,136 AC/AC 11/28/2022 95432 SAN ALTOS PLACE SAALPL 0200 RAMON ST S END 2 Residential/Local 2148 38 81,624 AC/AC 11/28/2022 75433 SAN MIGUEL AVENUE SAMIAV 0100 FEDERAL BL JAYNIA ST 2 Collector 2225 27 60,075 AC/AC 12/1/2022 28434 SAN MIGUEL AVENUE SAMIAV 0200 JAYNIA ST MASSACHUSETTS AV 2 Collector 2110 33 69,630 AC/AC 12/1/2022 48435 SAN MIGUEL AVENUE SAMIAV 0300 MASSACHUSETTS AV NEW JERSEY AV 2 Collector 1948 37 72,076 AC 12/1/2022 79436 SAN MIGUEL AVENUE SAMIAV 0400 NEW JERSEY AV CYPRESS AV 2 Collector 1084 38 41,192 AC 12/1/2022 75437 SAN MIGUEL AVENUE SAMIAV 0450 CYPRESS AV MAIN ST 2 Collector 296 38 11,248 AC/AC 12/1/2022 70438 SAN PASQUAL COURT SAPACT 0100 NW END SAN PASQUAL ST 2 Residential/Local 362 30 10,860 AC 11/28/2022 ≤10439 SAN PASQUAL STREET SAPAST 0100 MCKNIGHT DR SAN PASQUAL CT 2 Residential/Local 566 42 23,772 AC 11/28/2022 28440 SAN PASQUAL STREET SAPAST 0200 SAN PASQUAL CT MAIN ST 2 Residential/Local 746 26 19,396 AC 11/28/2022 29 8 of 20
Appendix B
2023 PMP Update
PCI List
Sorted by Street Name
# Street Name Street ID Section ID Beg Location End Location Lanes Functional Class Length (ft) Width (ft) Area (sf) Surface Type PCI Date Inspected PCI 441 SANFORD DRIVE SANFDR 0100 W CDS SKYLINE DR 2 Residential/Local 361 33 11,913 AC 12/2/2022 28442 SARAWAK DRIVE SARADR 0100 W CDS LEBUAN DR 2 Residential/Local 601 34 20,434 AC/AC 12/2/2022 86443 SCHOOL LANE SCHOLN 0100 GOLDEN AV LINCOLN ST 2 Residential/Local 1285 40 51,400 AC/AC 12/2/2022 96444 SHERI LANE SHERLN 0100 SAN MIGUEL AV S CDS 2 Residential/Local 328 28 9,184 AC/AC 11/30/2022 74445 SIEGLE COURT SIEGCT 0100 N CDS ELKHORN ST 2 Residential/Local 205 30 6,150 AC 12/2/2022 67446 SIEGLE DRIVE SIEGDR 0100 ELKHORN ST BLOSSOM HILL DR 2 Residential/Local 497 34 16,898 AC 12/2/2022 30447 SIEGLE DRIVE SIEGDR 0200 BLOSSOM HILL DR ILDICA ST 2 Residential/Local 148 34 5,032 AC 12/2/2022 95448 SIEGLE DRIVE SIEGDR 0300 ILDICA ST SE CDS 2 Residential/Local 538 30 16,140 AC 12/2/2022 88449 SKYLINE DRIVE SKYLDR 0100 LINCOLN ST PALM ST 3 Collector 1377 66 90,882 AC 11/18/2022 18450 SKYLINE DRIVE SKYLDR 0200 PALM ST MT VERNON ST 3 Collector 1058 64 67,712 AC 11/18/2022 44451 SKYLINE DRIVE SKYLDR 0300 MT VERNON ST ALTON DR 3 Collector 1034 77 79,618 AC/AC 11/18/2022 27452 SKYLINE DRIVE SKYLDR 0400 ALTON DR CANTON DR 3 Collector 2050 62 127,100 AC/AC 11/18/2022 20453 SKYLINE DRIVE SKYLDR 0500 CANTON DR CARLISLE DR 3 Collector 1778 62 110,236 AC/AC 11/18/2022 96454 SONOMA LANE SONOLN 0100 N CDS MADERA ST 2 Residential/Local 1134 34 38,556 AC 11/30/2022 65455 SVEA COURT SVEACT 0100 LARWOOD RD S CDS 2 Residential/Local 339 33 11,187 AC/AC 12/2/2022 95456 SWEETWATER ROAD SWEERD 0100NB S CITY LIMIT 918' N/O S CITY LIMIT 2 Collector 918 31 28,458 AC/AC 12/1/2022 75457 SWEETWATER ROAD SWEERD 0100SB BROADWAY 1354' S/O BROADWAY 2 Collector 1354 37 50,098 AC 12/1/2022 65458 SWEETWATER ROAD SWEERD 0200NB 918' N/O S CITY LIMIT BROADWAY 2 Collector 1354 37 50,098 AC/AC 12/1/2022 43459 SWEETWATER ROAD SWEERD 0200SB 1354' S/O BROADWAY S CITY LIMIT 2 Collector 909 30 27,270 AC 12/1/2022 55460 SWEETWATER WAY SWEEWY 0100 BROADWAY S CDS 2 Residential/Local 770 30 23,100 AC 12/2/2022 ≤10461 TAFT STREET TAFTST 0100 CANTON DR BAKERSFIELD ST 2 Residential/Local 1680 25 42,000 AC 12/2/2022 99462 TANGELOS PLACE TANGPL 0100 EVELYN ST BROADWAY AV 2 Residential/Local 1215 33 40,095 AC 12/1/2022 96463 TRACY STREET TRACST 0100 CORONA ST NEW JERSEY AV 2 Residential/Local 492 34 16,728 AC/AC 11/30/2022 74464 TWEED STREET TWEEST 0100 CORONA ST (W) NEW JERSEY AV 2 Residential/Local 509 34 17,306 AC/AC 11/30/2022 100465 TWEED STREET TWEEST 0200 NEW JERSEY AV E CDS 2 Residential/Local 275 34 9,350 AC/AC 11/30/2022 62466 VALENCIA COURT VALECT 0100 N CDS ORLANDO DR 2 Residential/Local 368 33 12,144 AC 12/1/2022 96467 VISTA AVENUE VISTAV 0100 NORTH AV BROADWAY 2 Residential/Local 630 34 21,420 AC/AC 11/30/2022 79468 VISTA AVENUE VISTAV 0200 BROADWAY PACIFIC AV 2 Residential/Local 330 34 11,220 AC 11/30/2022 70469 VISTA AVENUE VISTAV 0300 PACIFIC AV CENTRAL AV 2 Residential/Local 979 24 23,496 AC 11/30/2022 19470 WASHINGTON STREET WASHST 0100 BROADWAY 290' S/O BROADWAY 2 Collector 290 34 9,860 AC 12/1/2022 18471 WASHINGTON STREET WASHST 0200 GOLDEN AV 188' N/O GOLDEN AV 1 Collector 188 32 6,016 AC 12/1/2022 ≤10472 WASHINGTON STREET WASHST 0300 GOLDEN AV LINCOLN ST 2 Collector 1301 25 32,525 AC 12/1/2022 78473 WASHINGTON STREET WASHST 0400 LINCOLN ST PALM ST 2 Collector 1292 26 33,592 AC 12/1/2022 73474 WASHINGTON STREET WASHST 0500 PALM ST MT VERNON ST 2 Collector 1010 27 27,270 AC 12/1/2022 70475 WASHINGTON STREET WASHST 0600 MT VERNON ST 518' S/O MT VERNON ST 2 Collector 518 22 11,396 AC 12/1/2022 87476 WASHINGTON STREET WASHST 0700 518' S/O MT VERNON ST ALTON DR 2 Collector 507 22 11,154 AC 12/1/2022 25477 WASHINGTON STREET WASHST 0750 ALTON DR VERNIER DR 2 Collector 1148 22 25,256 AC 12/1/2022 43478 WASHINGTON STREET WASHST 0800 VERNIER DR BLOSSOM LN 2 Collector 337 33 11,121 PCC 12/1/2022 35479 WASHINGTON STREET WASHST 0900 BLOSSOM LN CANTON DR 2 Collector 568 34 19,312 AC 12/1/2022 88480 WATWOOD ROAD WATWRD 0100 CANTON DR S CITY LIMIT 2 Residential/Local 1779 34 60,486 AC/AC 12/2/2022 27481 WEST STREET WESTST 0100 NORTH AV BROADWAY 2 Residential/Local 634 34 21,556 AC 11/30/2022 ≤10 482 WEST STREET WESTST 0200 BROADWAY PACIFIC AV 2 Residential/Local 297 28 8,316 AC 11/30/2022 100483 WEST STREET WESTST 0300 PACIFIC AV DAYTONA ST 2 Residential/Local 314 27 8,478 AC 11/30/2022 100484 WESTVIEW PLACE WESTPL 0100 W CDS MASSACHUSETTS AV 2 Residential/Local 820 34 27,880 AC 11/30/2022 81485 WOODROW AVENUE WOODAV 0100 CANTON DR CALVOCADO ST 2 Residential/Local 677 34 23,018 AC/AC 12/2/2022 72486 ZEMCO DRIVE ZEMCDR 0100 LINCOLN PL GLENCOE DR 2 Residential/Local 920 23 21,160 AC 12/12/2022 47 9 of 20
Appendix B
2023 PMP Update
PCI List
Sorted by PCI
# Street Name Street ID Section ID Beg Location End Location Lanes Functional Class Length (ft) Width (ft) Area (sf) Surface Type PCI Date Inspected PCI 1 BROADWAY BROADW 0600WB KEMPF ST GROVE ST 2 Arterial 350 30 10,500 AC 11/30/2022 1002 BROADWAY BROADW 0700WB GROVE ST LEMON GROVE AV 2 Arterial 958 24 22,992 AC 11/30/2022 1003 BROADWAY NORTH FRONTAGE BROAFT 0100 W END E END 1 Residential/Local 720 28 20,160 AC 12/1/2022 1004 BRUNEI COURT BRUNCT 0100 W CDS NEW JERSEY AV 2 Residential/Local 221 30 6,630 AC 11/22/2022 1005 CALVOCADO STREET CALVST 0100 WOODROW AV TAFT ST 2 Residential/Local 253 27 6,831 AC 11/30/2022 1006 CHATEAU WAY CHATWY 0100 N CDS CENTRAL AV 2 Residential/Local 416 40 16,640 AC/AC 11/22/2022 1007 CORONA STREET COROST 0200 IDA ST SAN MIGUEL AV 2 Residential/Local 311 30 9,330 AC 11/22/2022 1008 CORONA STREET COROST 0400 TWEED ST END OF PUBLIC 2 Residential/Local 134 34 4,556 AC 11/22/2022 1009 DAYTONA STREET DAYTST 0200 HARRIS ST WEST ST 2 Residential/Local 141 25 3,525 AC 11/28/2022 100 10 DAYTONA STREET DAYTST 0300 WEST ST NEW JERSEY AV 2 Residential/Local 648 25 16,200 AC 11/28/2022 10011 EL PRADO AVENUE ELPRAV 0300 SAN PASQUAL ST MASSACHUSETTS AV 2 Residential/Local 845 34 28,730 AC/AC 11/28/2022 10012 FEDERAL BOULEVARD FEDEBL 0600EB COLLEGE AV BROADWAY 2 Arterial 693 24 16,632 AC 12/12/2022 10013 GLEBE ROAD GLEBRD 0200 SAN MIGUEL AV MT VERNON ST 2 Residential/Local 1292 34 43,928 AC/AC 11/28/2022 10014 GOLDEN AVENUE GOLDAV 0200 SCHOOL LN ACACIA ST 2 Residential/Local 450 34 15,300 AC/AC 11/21/2022 10015 GROVE STREET GROVST 0100 N. CITY LIMIT LEMON GROVE WY 2 Collector 502 42 21,084 AC/AC 11/30/2022 10016 HARRIS STREET HARRST 0200 BROADWAY PACIFIC AV 2 Residential/Local 306 33 10,098 AC 11/28/2022 10017 LEMON GROVE AVENUE LEGRAV 0100SBNEW N CITY LIMIT NORTH AV 3 Arterial 540 39 21,060 AC 11/30/2022 10018 LEMON GROVE AVENUE LEGRAV 0800SB MT VERNON ST 1649' S/O MT VERNON ST 2 Arterial 1649 31 51,119 AC/AC 11/30/2022 100 19 LEMON GROVE AVENUE LEGRAV 1000NB LESTER AV NORTH AV 3 Arterial 304 42 12,768 AC 11/30/2022 10020 LEMON GROVE AVENUE LEGRAV 1000SB CANTON DR S CITY LIMIT 2 Arterial 1743 31 54,033 AC/AC 11/30/2022 10021 MAIN STREET MAINST 0100 NORTH AV BROADWAY 2 Residential/Local 670 35 23,450 AC 11/28/2022 10022 MASSACHUSETTS AVENUE MASSAV 0500 SAN MIGUEL AV MT VERNON ST 3 Arterial 1329 62 82,398 AC/AC 11/30/2022 10023 MT VERNON STREET MTVEST 0500 MCKNIGHT DR BONITA ST 2 Collector 685 29 19,865 AC/AC 12/1/2022 10024 MT VERNON STREET MTVEST 0800 CYPRESS AV HARDY DR 2 Collector 716 24 17,184 AC/AC 12/1/2022 10025 MT VERNON STREET MTVEST 1000 SKYLINE DR WASHINGTON ST 2 Collector 1046 32 33,472 AC/AC 12/1/2022 10026 NEW JERSEY AVENUE NEJEAV 0400 SAN MIGUEL AV TRACY ST 2 Residential/Local 238 24 5,712 AC 11/28/2022 10027 NEW JERSEY AVENUE NEJEAV 0500 TRACY ST TWEED ST 2 Residential/Local 256 28 7,168 AC 11/28/2022 10028 NEW JERSEY AVENUE NEJEAV 0600 TWEED ST BRUNEI CT 2 Residential/Local 558 34 18,972 AC 11/28/2022 10029 NORTH AVENUE NORTAV 0200 VISTA AV HARRIS ST 2 Residential/Local 624 25 15,600 AC/AC 11/28/2022 10030 PALM STREET PALMST 0500 W CDS CAMINO DE LAS PALMAS 2 Residential/Local 389 30 11,670 AC 12/1/2022 10031 ROSEMARY LANE ROSELN 0200 MASSACHUSETTS AV PERGL ST 2 Residential/Local 493 28 13,804 AC 11/28/2022 10032 TWEED STREET TWEEST 0100 CORONA ST (W) NEW JERSEY AV 2 Residential/Local 509 34 17,306 AC/AC 11/30/2022 10033 WEST STREET WESTST 0200 BROADWAY PACIFIC AV 2 Residential/Local 297 28 8,316 AC 11/30/2022 10034 WEST STREET WESTST 0300 PACIFIC AV DAYTONA ST 2 Residential/Local 314 27 8,478 AC 11/30/2022 10035 BAKERSFIELD STREET BAKEST 0100 CANTON DR TAFT ST 2 Residential/Local 1802 25 45,050 AC 11/30/2022 9936 BROADWAY BROADW 0300EB HARRIS ST (E) WEST ST (W) 2 Arterial 155 32 4,960 AC 11/30/2022 9937 BROADWAY BROADW 0800EB LEMON GROVE AV GROVE ST 2 Arterial 958 24 22,992 AC 11/30/2022 9938 CALVOCADO STREET CALVST 0200 TAFT ST GLENCOE DR 2 Residential/Local 602 26 15,652 AC 11/30/2022 9939 ILDICA STREET ILDIST 0200 CAMINO DE LAS PALMAS N END OF PUBLIC 2 Residential/Local 620 36 22,320 AC 12/1/2022 9940 OSAGE DRIVE OSAGDR 0100 CAMERON DR TARLETON ST 2 Residential/Local 549 28 15,372 AC 12/2/2022 9941 OSAGE DRIVE OSAGDR 0200 TARLETON ST JAMACHA RD 2 Residential/Local 735 34 24,990 AC 12/2/2022 9942 RAMON STREET RAMOST 0200 LA CORTA ST SAN ALTOS PL 2 Residential/Local 763 38 28,994 AC/AC 11/28/2022 9943 TAFT STREET TAFTST 0100 CANTON DR BAKERSFIELD ST 2 Residential/Local 1680 25 42,000 AC 12/2/2022 9944 BROADWAY BROADW 0400EB WEST ST (W) NEW JERSEY AV 2 Arterial 662 32 21,184 AC 11/30/2022 9845 BROADWAY BROADW 0900WB OLIVE ST BUENA VISTA AV 2 Arterial 658 31 20,398 AC 11/30/2022 9846 BROADWAY BROADW 1100WB NEW JERSEY AV WEST ST (W) 2 Arterial 662 31 20,522 AC 11/30/2022 9847 BROADWAY BROADW 1300WB VISTA AV (W) MASSACHUSETTS AV 3 Arterial 335 39 13,065 AC 11/30/2022 9848 CANTON DRIVE CANTDR 0200 WOODROW AV LANSING DR 2 Collector 907 39 35,373 AC 11/30/2022 9849 MASSACHUSETTS AVENUE MASSAV 0100SB N CITY LIMIT BROADWAY 2 Arterial 867 36 31,212 AC 11/30/2022 9850 MT VERNON STREET MTVEST 0600 BONITA ST MAIN ST 2 Collector 1643 30 49,290 AC/AC 12/1/2022 9851 NORTH AVENUE NORTAV 0600 OLIVE ST LEMON GROVE AVENUE 4 Residential/Local 351 38 13,338 AC 12/12/2022 9852 NORTH AVENUE NORTAV 0800E LEMON GROVE AV LEMON GROVE WY 3 Collector 115 35 4,025 AC 12/1/2022 9853 ROY STREET ROYSTR 0200 WASHINGTON ST 446' E/O WASHINGTON ST 2 Residential/Local 446 34 15,164 AC/AC 12/2/2022 9854 ROY STREET ROYSTR 0300 446' E/O WASHINGTON ST MEADOW LN 2 Residential/Local 767 34 26,078 AC 12/2/2022 9855 ARCADIA AVENUE ARCAAV 0100 CYPRESS AV MT VERNON ST 2 Residential/Local 731 23 16,813 AC/AC 11/30/2022 97 10 of 20
Appendix B
2023 PMP Update
PCI List
Sorted by PCI
# Street Name Street ID Section ID Beg Location End Location Lanes Functional Class Length (ft) Width (ft) Area (sf) Surface Type PCI Date Inspected PCI 56 BROADWAY BROADW 0600EB BUENA VISTA AV OLIVE ST 2 Arterial 658 31 20,398 AC 11/30/2022 9757 BROADWAY BROADW 1200WB WEST ST (W) VISTA AV 2 Arterial 993 32 31,776 AC 11/30/2022 9758 BROCK COURT BROCCT 0100 MYRA ST E CDS 2 Residential/Local 297 33 9,801 AC 12/12/2022 9759 CITRONELLA STREET CITRST 0100 LINCOLN ST PALM ST 2 Residential/Local 1282 26 33,332 AC/AC 12/12/2022 9760 FEDERAL BOULEVARD FEDEBL 0200 793' E/O MACARTHUR DR 411' W/O CENTRAL AV 2 Collector 1728 34 58,752 AC/AC 11/30/2022 9761 HILLTOP DRIVE HILLDR 0100 END OF PUBLIC LEMON GROVE WY 2 Residential/Local 805 19 15,295 AC 12/12/2022 9762 BERRY STREET BERRST 0200 LERMA'S CT RUSSAN LN 2 Residential/Local 944 33 31,152 AC/AC 11/22/2022 9663 BETH PLACE BETHPL 0200 N END MT VERNON ST 2 Residential/Local 307 24 7,368 AC 12/12/2022 9664 BROADWAY BROADW 0800WB LEMON GROVE AV OLIVE ST 2 Arterial 479 32 15,328 AC 11/30/2022 9665 BUENA VISTA AVENUE BUVIAV 0050 HIGH ST NORTH AV 2 Collector 877 39 34,203 AC/AC 11/30/2022 9666 CANTON DRIVE CANTDR 0500 SKYLINE DR WASHINGTON ST 2 Collector 960 40 38,400 AC 11/30/2022 9667 CHURCH STREET CHURST 0200 BUENA VISTA AV OLIVE ST 2 Residential/Local 627 25 15,675 AC 11/22/2022 9668 COLLEGE AVENUE COLLAV 0100NB S END FEDERAL BL 3 Arterial 165 40 6,600 AC 11/30/2022 9669 COLLEGE AVENUE COLLAV 0100SB N CITY LIMIT FEDERAL BL 2 Arterial 513 31 15,903 AC 11/30/2022 9670 COLLEGE AVENUE COLLAV 0200SB FEDERAL BL S END 1 Arterial 165 24 3,960 AC 11/30/2022 9671 DARRYL STREET DARRST 0100 KEMPF ST WASHINGTON ST 2 Residential/Local 965 35 33,775 AC 11/30/2022 9672 JADAM WAY JADAWY 0100 W CDS DAIN CT 2 Residential/Local 351 29 10,179 AC 12/1/2022 9673 NORTH AVENUE NORTAV 0800W LEMON GROVE WY LEMON GROVE AV 3 Collector 115 35 4,025 AC 12/1/2022 9674 OLIVE STREET OLIVST 0200 NORTH AV BROADWAY 2 Residential/Local 644 38 24,472 AC/AC 11/28/2022 9675 PALM STREET PALMST 0400 GOLDEN AV E CITY LIMIT 3 Collector 1074 75 80,550 AC 12/1/2022 9676 PLACENTIA STREET PLACST 0100 EL PRADO AV SAN ALTOS PL 2 Residential/Local 245 38 9,310 AC/AC 11/28/2022 9677 SCHOOL LANE SCHOLN 0100 GOLDEN AV LINCOLN ST 2 Residential/Local 1285 40 51,400 AC/AC 12/2/2022 9678 SKYLINE DRIVE SKYLDR 0500 CANTON DR CARLISLE DR 3 Collector 1778 62 110,236 AC/AC 11/18/2022 9679 TANGELOS PLACE TANGPL 0100 EVELYN ST BROADWAY AV 2 Residential/Local 1215 33 40,095 AC 12/1/2022 9680 VALENCIA COURT VALECT 0100 N CDS ORLANDO DR 2 Residential/Local 368 33 12,144 AC 12/1/2022 9681 CABERNET WAY CABEWY 0100 SONOMA LN BERRY ST 2 Residential/Local 327 33 10,791 AC/AC 11/22/2022 9582 CANTON DRIVE CANTDR 0400 FAIRFAX DR SKYLINE DR 2 Collector 1376 38 52,288 AC 11/30/2022 9583 CENTRAL AVENUE CENTAV 0700 MAIN ST LEMON GROVE AV 2 Collector 106 34 3,604 AC/AC 11/30/2022 9584 MASSACHUSETTS AVENUE MASSAV 0900NB LEMON GROVE AV SAN ALTOS PL 1 Arterial 310 22 6,820 AC/AC 11/30/2022 9585 MAZER STREET MAZEST 0100 CHATSWOOD DR LYNDINE ST 2 Residential/Local 560 33 18,480 AC 12/2/2022 9586 MT VERNON STREET MTVEST 0300 BETH PL MASSACHUSETTS AV 2 Collector 345 24 8,280 AC 11/18/2022 9587 MT VERNON STREET MTVEST 0400 MASSACHUSETTS AV MCKNIGHT DR 2 Collector 290 42 12,180 AC/AC 12/1/2022 9588 NORTH AVENUE NORTAV 0700 LEMON GROVE AV GROVE ST 2 Residential/Local 783 23 18,009 AC 12/2/2022 9589 ORANGE PLACE ORANPL 0100 LINCOLN ST BRYAN CT 2 Residential/Local 307 29 8,903 AC 12/2/2022 9590 SAN ALTOS PLACE SAALPL 0100 MASSACHUSETTS AV RAMON ST 2 Residential/Local 1372 38 52,136 AC/AC 11/28/2022 9591 SIEGLE DRIVE SIEGDR 0200 BLOSSOM HILL DR ILDICA ST 2 Residential/Local 148 34 5,032 AC 12/2/2022 9592 SVEA COURT SVEACT 0100 LARWOOD RD S CDS 2 Residential/Local 339 33 11,187 AC/AC 12/2/2022 9593 BERRY STREET BERRST 0100 MT VERNON ST LERMA'S CT 2 Residential/Local 638 24 15,312 AC/AC 11/22/2022 9494 BERRY STREET BERRST 0300 RUSSAN LN CABERNET WY 2 Residential/Local 648 26 16,848 AC/AC 11/22/2022 9495 BROADWAY AVENUE BROAAV 0100 TANGELOS PL ORLANDO DR 2 Residential/Local 452 33 14,916 AC 11/22/2022 9496 CANTON DRIVE CANTDR 0100 LEMON GROVE AV WOODROW AV 2 Collector 1380 38 52,440 AC/AC 11/30/2022 9497 CANTON DRIVE CANTDR 0300 LANSING DR FAIRFAX DR 2 Collector 423 38 16,074 AC 11/30/2022 9498 CHURCH STREET CHURST 0100 NEW JERSEY AV BUENA VISTA AV 2 Residential/Local 633 27 17,091 AC/AC 11/22/2022 9499 LARWOOD ROAD LARWRD 0200 DEVILLE DR S CITY LIMIT 2 Residential/Local 423 34 14,382 AC 12/12/2022 94 100 LEMON GROVE AVENUE LEGRAV 0200NB CANTON DR 1650' N/O CANTON DR 2 Arterial 1650 35 57,750 AC/AC 11/30/2022 94101 LEMON GROVE AVENUE LEGRAV 1100NBNEW NORTH AV N CITY LIMIT 3 Arterial 540 39 21,060 AC 11/30/2022 94102 LEMON GROVE WAY LEGRWY 0100 LEMON GROVE AV GROVE ST 2 Collector 972 33 32,076 AC/AC 11/30/2022 94103 LEMON GROVE WAY LEGRWY 0200 GROVE ST HILLTOP DR 2 Collector 1168 48 56,064 AC/AC 11/30/2022 94104 LINCOLN STREET LINCST 0100 LEMON GROVE AV CITRONELLA ST 2 Collector 116 38 4,408 AC 11/30/2022 94105 RAMON STREET RAMOST 0100 MADERA ST LA CORTA ST 2 Residential/Local 558 34 18,972 AC/AC 11/28/2022 94106 ANGELUS AVENUE ANGEAV 0100 CANTON DR S CITY LIMIT 2 Residential/Local 1594 34 54,196 AC/AC 11/30/2022 93107 BALDWIN ROAD BALDRD 0100 ROY ST WASHIGTON ST 2 Residential/Local 742 31 23,002 AC/AC 11/30/2022 93108 BROADWAY BROADW 0500EB NEW JERSEY AV BUENA VISTA AV 2 Arterial 660 32 21,120 AC 11/30/2022 93109 BROADWAY BROADW 0700EB OLIVE ST LEMON GROVE AV 3 Arterial 479 29 13,891 AC 11/30/2022 93110 BROADWAY BROADW 1400EB 1222' E/O SWEETWATER RD E CITY LIMIT 2 Arterial 952 30 28,560 AC 11/30/2022 93 11 of 20
Appendix B
2023 PMP Update
PCI List
Sorted by PCI
# Street Name Street ID Section ID Beg Location End Location Lanes Functional Class Length (ft) Width (ft) Area (sf) Surface Type PCI Date Inspected PCI 111 LEMON GROVE AVENUE LEGRAV 0900SB 1649' S/O MT VERNON ST CANTON DR 2 Arterial 1649 31 51,119 AC/AC 11/30/2022 93112 LEMON GROVE WAY LEGRWY 0300 HILLTOP DR COLUMBUS PL 2 Collector 125 36 4,500 AC 11/30/2022 92113 COLLEGE AVENUE COLLAV 0200NB FEDERAL BL N CITY LIMIT 2 Arterial 513 31 15,903 AC 11/30/2022 91114 DENNIS LANE DENNLN 0100 JEFFERSON ST PALM AV 2 Residential/Local 650 33 21,450 AC/AC 11/30/2022 91115 GOLD LAKE ROAD GOLARD 0100 GREEN LAKE RD MT VERNON ST 2 Residential/Local 1041 34 35,394 AC 11/28/2022 91116 MASSACHUSETTS AVENUE MASSAV 0800 EL PRADO AV SAN ALTOS PL 4 Arterial 430 58 24,940 AC/AC 11/30/2022 91117 MASSACHUSETTS AVENUE MASSAV 0600 MT VERNON ST MADERA ST 3 Arterial 1800 62 111,600 AC/AC 11/30/2022 90118 BUENA VISTA AVENUE BUVIAV 0400 SAN MIGUEL AV DAVIDSON AV 2 Residential/Local 663 29 19,227 AC 11/22/2022 89119 CRAIG COURT CRAICT 0100 N CDS BLOSSOM HILL DR 2 Residential/Local 209 31 6,479 AC 12/12/2022 89120 DUPONT DRIVE DUPODR 0100 DAYTONA DR CANTON DR 2 Residential/Local 777 23 17,871 AC 12/12/2022 89121 LOCKE PLACE LOCKPL 0100 N CDS FAIRHAVE ST 2 Residential/Local 246 33 8,118 AC/AC 12/2/2022 89122 BROADWAY BROADW 1000WB BUENA VISTA AV NEW JERSEY AV 2 Arterial 660 32 21,120 AC 11/30/2022 88123 JEFFERSON STREET JEFFST 0200 WASHINGTON ST DENNIS LN 2 Residential/Local 403 33 13,299 AC/AC 12/1/2022 88124 MAIN STREET MAINST 0300 951' S/O BROADWAY CENTRAL AV 2 Residential/Local 342 28 9,576 AC 11/28/2022 88125 PACIFIC AVENUE PACIAV 0400 WEST AV NEW JERSEY AV 2 Arterial 652 30 19,560 AC/AC 11/30/2022 88126 SIEGLE DRIVE SIEGDR 0300 ILDICA ST SE CDS 2 Residential/Local 538 30 16,140 AC 12/2/2022 88127 WASHINGTON STREET WASHST 0900 BLOSSOM LN CANTON DR 2 Collector 568 34 19,312 AC 12/1/2022 88128 AVALON WAY AVALWY 0100 TANGELOS PL SAN ALTOS PL 2 Residential/Local 1048 33 34,584 AC 12/1/2022 87129 CYPRESS AVENUE CYPRAV 0400 MT VERNON ST ALTON DR 2 Residential/Local 1033 26 26,858 AC/AC 12/12/2022 87130 GOLDEN AVENUE GOLDAV 0100 LEMON GROVE AV SCHOOL LN 2 Residential/Local 337 44 14,828 AC/AC 12/12/2022 87131 JAYNIA PLACE JAYNPL 0100 CEDRAL PL SAN MIGUEL AV 2 Residential/Local 478 34 16,252 AC 11/28/2022 87132 MASSACHUSETTS AVENUE MASSAV 0900SB SAN ALTOS PL MAIN ST 3 Arterial 310 33 10,230 AC 11/30/2022 87133 MYRA STREET MYRAST 0100 LONGDALE DR PALM AV 2 Residential/Local 464 33 15,312 AC/AC 12/2/2022 87134 WASHINGTON STREET WASHST 0600 MT VERNON ST 518' S/O MT VERNON ST 2 Collector 518 22 11,396 AC 12/1/2022 87135 DREXEL COURT DREXCT 0100 DREXEL DR E CDS 2 Residential/Local 421 30 12,630 AC/AC 11/30/2022 86136 DREXEL DRIVE DREXDR 0400 LANSING RD OSAGE DR 2 Residential/Local 634 29 18,386 AC/AC 11/30/2022 86137 EL PRADO AVENUE ELPRAV 0100 MT VERNON ST BONITA ST 2 Residential/Local 1731 28 48,468 AC 11/28/2022 86138 GREEN LAKE ROAD GRLARD 0100 GOLDEN LAKE RD E CDS 2 Residential/Local 224 29 6,496 AC 11/28/2022 86139 LA CORTA STREET LACOST 0200 MASSACHUSETTS AV RAMON ST 2 Residential/Local 1083 34 36,822 AC/AC 11/28/2022 86140 MASSACHUSETTS AVENUE MASSAV 0700 MADERA ST EL PRADO AV 3 Arterial 1109 37 41,033 AC/AC 11/30/2022 86141 SARAWAK DRIVE SARADR 0100 W CDS LEBUAN DR 2 Residential/Local 601 34 20,434 AC/AC 12/2/2022 86142 BROADWAY BROADW 0200EB MASSACHUSETTS AV HARRIS ST (E) 2 Arterial 1173 32 37,536 AC 11/30/2022 85143 CENTRAL AVENUE CENTAV 0100 FEDERAL AV CHATEAU WY 2 Collector 1540 32 49,280 AC 11/30/2022 85144 CENTRAL AVENUE CENTAV 0200 CHATEAU WY MASSACHUSETTS AV 2 Collector 2079 31 64,449 AC 11/30/2022 85145 CENTRAL AVENUE CENTAV 0300 MASSACHUSETTS AV NEW JERSEY AV 2 Collector 1960 27 52,920 AC/AC 11/30/2022 85146 LA PUERTA PLACE LAPUPL 0100 COSTADA CT EL PRADO AV 2 Residential/Local 231 33 7,623 AC/AC 11/28/2022 85147 LANSING DRIVE LANSDR 0200 SKYLINE DR DREXEL DR 2 Residential/Local 374 23 8,602 AC 12/12/2022 85148 PRIMERA STREET PRIMST 0200 MASSACHUSETTS AV RAMON ST 2 Residential/Local 1287 34 43,758 AC/AC 11/28/2022 85149 CIVIC CENTER PARKING CIVLOT 0100 OLIVE ST MAIN ST 2 Parking Lot 428 40 17,120 AC 12/1/2022 84150 LOMA DRIVE LOMADR 0100 MT VERNON ST CIRCLE DR 2 Residential/Local 90 34 3,060 AC 12/12/2022 84151 PALM STREET PALMST 0300 SKYLINE DR GOLDEN AV 3 Collector 2298 63 144,774 AC 12/1/2022 84152 ALBERDI DRIVE ALBEDR 0100 EL PRADO AV SAN ALTOS PL 2 Residential/Local 350 34 11,900 AC/AC 11/22/2022 83153 FEDERAL BOULEVARD FEDEBL 0600WB BROADWAY COLLEGE AV 3 Arterial 715 54 38,610 AC/AC 12/12/2022 83154 LA CORTA CIRCLE LACOCI 0100 LA CORTA ST LA CORTA ST 2 Residential/Local 1180 37 43,660 AC/AC 11/28/2022 83155 BONITA STREET BONIST 0300 MT VERNON ST BERYL ST 2 Residential/Local 700 24 16,800 AC/AC 11/22/2022 82156 CENTRAL AVENUE CENTAV 0600 OLIVE ST MAIN ST 2 Collector 305 34 10,370 AC/AC 11/30/2022 82157 KOE STREET KOESTR 0100 LANSING DR S CDS 2 Residential/Local 499 34 16,966 AC/AC 12/1/2022 82158 NICHALS STREET NICHST 0300 DAYTON DR ENGLEWOOD DR 2 Residential/Local 674 31 20,894 AC/AC 12/2/2022 82159 ROOSEVELT AVENUE ROOSAV 0300 BUENA VISTA AV CYPRESS AV 2 Residential/Local 260 25 6,500 AC 11/28/2022 82160 BLOSSOM HILL DRIVE BLOSDR 0100 GRAIG ST SIEGLE DR 2 Residential/Local 1083 34 36,822 AC 11/30/2022 81161 BLUE LAKE ROAD BLLARD 0100 GOLD LAKE RD E CDS 2 Residential/Local 178 29 5,162 AC 11/22/2022 81162 CITRONELLA STREET CITRST 0200 N CDS CYPRESS AV 2 Residential/Local 435 40 17,400 AC/AC 11/30/2022 81163 DAVIDSON STREET EXTENSION DAVSTE 0100 NW END DAVIDSON AV 2 Residential/Local 60 34 2,040 AC 11/28/2022 81164 DEBORAH PLACE DEBOPL 0100 LONGDALE DR LONGDALE DR 2 Residential/Local 626 34 21,284 AC/AC 11/30/2022 81165 LONG LAKE ROAD LOLARD 0100 GOLD LAKE RD E CDS 2 Residential/Local 236 29 6,844 AC 11/28/2022 81 12 of 20
Appendix B
2023 PMP Update
PCI List
Sorted by PCI
# Street Name Street ID Section ID Beg Location End Location Lanes Functional Class Length (ft) Width (ft) Area (sf) Surface Type PCI Date Inspected PCI 166 NORTH AVENUE NORTAV 0450 246' W/F BUENA VISTA AV BUENA VISTA AV 2 Residential/Local 246 32 7,872 AC/AC 11/28/2022 81167 ROSEMARY LANE ROSELN 0100 W CDS MASSACHUSETTS AV 2 Residential/Local 1227 33 40,491 AC 11/28/2022 81168 WESTVIEW PLACE WESTPL 0100 W CDS MASSACHUSETTS AV 2 Residential/Local 820 34 27,880 AC 11/30/2022 81169 COLFAX DRIVE COLFDR 0200 CANTON DR LANSING DR 2 Residential/Local 584 25 14,600 AC 12/12/2022 80170 EL PRADO AVENUE ELPRAV 0400 MASSACHUSETTS AV RAMON ST 2 Residential/Local 1111 34 37,774 AC/AC 11/28/2022 80171 LA CORTA STREET LACOST 0300 RAMON ST LA CORTA CI 2 Residential/Local 1780 38 67,640 AC/AC 11/28/2022 80172 OLIVE STREET OLIVST 0700 BURNELL AV MAIN ST 2 Residential/Local 610 29 17,690 AC/AC 11/28/2022 80173 PALM STREET PALMST 0200 CITRONELLA ST SKYLINE DR 3 Collector 1080 58 62,640 AC 12/1/2022 80174 ROBBIE WAY ROBBWY 0100 DEBCO DR E CDS 2 Residential/Local 423 34 14,382 AC 12/2/2022 80175 CAMERON DRIVE CAMEDR 0100 CANTON DR OSAGE DR 2 Residential/Local 702 26 18,252 AC/AC 11/30/2022 79176 CENTRAL AVENUE CENTAV 0500 CYPRESS AV OLIVE ST 2 Collector 371 38 14,098 AC/AC 11/30/2022 79177 DENSTONE PLACE DENSPL 0100 DAVENTREE DARTMOOR DR 2 Residential/Local 741 33 24,453 AC/AC 11/28/2022 79178 EL DORA STREET ELDOST 0200 FAIRHAVEN ST ALTON DR 2 Residential/Local 1771 30 53,130 AC/AC 11/30/2022 79179 LEMON GROVE RECREATION CENTER LEMREC 0100 SCHOOL LN E END 2 Parking Lot 423 40 16,920 AC 12/1/2022 79180 LINCOLN STREET LINCST 0200 CITRONELLA ST SKYLINE DR 2 Collector 1155 33 38,115 AC/AC 11/30/2022 79181 SAN MIGUEL AVENUE SAMIAV 0300 MASSACHUSETTS AV NEW JERSEY AV 2 Collector 1948 37 72,076 AC 12/1/2022 79182 VISTA AVENUE VISTAV 0100 NORTH AV BROADWAY 2 Residential/Local 630 34 21,420 AC/AC 11/30/2022 79183 WASHINGTON STREET WASHST 0300 GOLDEN AV LINCOLN ST 2 Collector 1301 25 32,525 AC 12/1/2022 78184 BUENA VISTA AVENUE BUVIAV 0200 BROADWAY PACIFIC AV 2 Collector 317 37 11,729 AC/AC 11/30/2022 77185 DAYTON DRIVE DAYTDR 0100 SKYLINE DR ENGLEWOOD DR 1 Residential/Local 303 30 9,090 AC/AC 11/30/2022 77186 69TH STREET 69THST 0400 MADERA ST EVELYN ST 2 Residential/Local 486 20 9,720 AC/AC 11/22/2022 76187 BONITA STREET BONIST 0200 SAN MIGUEL AV MT VERNON ST 2 Residential/Local 1323 24 31,752 AC/AC 11/22/2022 76188 BURNELL AVENUE BURNAV 0200 OLIVE ST MAIN ST 2 Residential/Local 223 33 7,359 AC/AC 11/22/2022 76189 DREXEL DRIVE DREXDR 0100 BLOSSOM LN DREXEL CT 2 Residential/Local 235 34 7,990 AC 11/30/2022 76190 EL ROY DRIVE ELRODR 0200 CANTON DR LANSING DR 2 Residential/Local 501 25 12,525 AC/AC 11/30/2022 76191 LEBUAN DRIVE LEBUDR 0100 SARAWAK DR BLOSSOM LN 2 Residential/Local 206 34 7,004 AC/AC 12/2/2022 76192 CORTA DEL SUR CODESU 0100 PRIMERA ST E CDS 2 Residential/Local 153 34 5,202 AC 11/22/2022 75193 HARDY DRIVE HARDDR 0100 PALM AV MT VERNON ST 2 Residential/Local 1002 34 34,068 AC 11/21/2022 75194 OLIVE STREET OLIVST 0500 CHURCH ST CENTRAL AV 2 Residential/Local 319 34 10,846 AC 11/28/2022 75195 PLATA COURT PLATCT 0100 PRIMERA ST E CDS 2 Residential/Local 148 34 5,032 AC/AC 11/28/2022 75196 SAN ALTOS PLACE SAALPL 0200 RAMON ST S END 2 Residential/Local 2148 38 81,624 AC/AC 11/28/2022 75197 SAN MIGUEL AVENUE SAMIAV 0400 NEW JERSEY AV CYPRESS AV 2 Collector 1084 38 41,192 AC 12/1/2022 75198 SWEETWATER ROAD SWEERD 0100NB S CITY LIMIT 918' N/O S CITY LIMIT 2 Collector 918 31 28,458 AC/AC 12/1/2022 75199 DREXEL DRIVE DREXDR 0200 DREXEL CT CANTON DR 2 Residential/Local 243 30 7,290 AC 11/30/2022 74200 EL PRADO AVENUE ELPRAV 0500 RAMON ST ALBERDI DR 2 Residential/Local 1964 34 66,776 AC/AC 11/28/2022 74201 ENSENADA STREET ENSEST 0200 BAKERSFIELD ST BARTON DR 2 Residential/Local 2507 31 77,717 AC/AC 12/1/2022 74202 LAWFORD PLACE LAWFPL 0100 LOCKE PL NOBLE ST 2 Residential/Local 387 34 13,158 AC 12/2/2022 74203 SHERI LANE SHERLN 0100 SAN MIGUEL AV S CDS 2 Residential/Local 328 28 9,184 AC/AC 11/30/2022 74204 TRACY STREET TRACST 0100 CORONA ST NEW JERSEY AV 2 Residential/Local 492 34 16,728 AC/AC 11/30/2022 74205 DAYTON DRIVE DAYTDR 0200 ENGLEWOOD DR BARTON DR 2 Residential/Local 711 30 21,330 AC 11/30/2022 73206 DAYTON DRIVE DAYTDR 0300 BARTON DRD 151' S/O NICHALS ST 2 Residential/Local 462 30 13,860 AC 11/30/2022 73207 FEDERAL BOULEVARD FEDEBL 0400 CENTRAL AV 422' W/O COLLEGE AV 3 Collector 1648 66 108,768 AC 11/30/2022 73208 GOLDEN AVENUE GOLDAV 0400 KEMPF ST WASHINGTON ST 2 Residential/Local 985 37 36,445 AC 11/21/2022 73209 NINA ROAD NINARD 0100 SAN MIGUEL AV S CDS 2 Residential/Local 529 33 17,457 AC/AC 11/28/2022 73210 OLIVE STREET OLIVST 0400 PACIFIC AV CHURCH ST 2 Residential/Local 663 38 25,194 AC 11/28/2022 73211 PRIMERA STREET PRIMST 0300 RAMON ST MADERA ST 2 Residential/Local 1465 34 49,810 AC/AC 11/28/2022 73212 WASHINGTON STREET WASHST 0400 LINCOLN ST PALM ST 2 Collector 1292 26 33,592 AC 12/1/2022 73213 BRYAN COURT BRYACT 0100 CITRONELLA AV ORANGE PL 2 Residential/Local 420 30 12,600 AC/AC 11/30/2022 72214 GOLDEN GROVE PLACE GOGRPL 0100 LINCOLN ST SW CDS 2 Residential/Local 536 30 16,080 AC 11/21/2022 72215 MAIN STREET MAINST 0500 BURNELL AV SAN MIGUEL AV 2 Residential/Local 749 32 23,968 AC 11/28/2022 72216 PATERO COURT PATECT 0100 W CDS EL PRADO AV 2 Residential/Local 183 38 6,954 AC/AC 11/28/2022 72217 ROY STREET ROYSTR 0100 KEMPF ST WASHINGTON ST 2 Residential/Local 982 33 32,406 AC/AC 12/2/2022 72218 WOODROW AVENUE WOODAV 0100 CANTON DR CALVOCADO ST 2 Residential/Local 677 34 23,018 AC/AC 12/2/2022 72219 BARTON DRIVE BARTDR 0100 ENSENEDA ST ENGLEWOOD DR 2 Residential/Local 914 30 27,420 AC 11/30/2022 71220 CENTRAL AVENUE CENTAV 0800 LEMON GROVE AV SCHOOL LN 2 Collector 338 38 12,844 AC 11/30/2022 71 13 of 20
Appendix B
2023 PMP Update
PCI List
Sorted by PCI
# Street Name Street ID Section ID Beg Location End Location Lanes Functional Class Length (ft) Width (ft) Area (sf) Surface Type PCI Date Inspected PCI 221 DREXEL DRIVE DREXDR 0300 CANTON DR LANSING RD 2 Residential/Local 539 23 12,397 AC 11/30/2022 71222 LAWFORD COURT LAWFCT 0100 N CDS LAWFORD PL 2 Residential/Local 106 62 6,572 AC/AC 12/2/2022 71223 PALM STREET PALM ST 0100 LEMON GROVE AV CITRONELLA ST 4 Collector 364 68 24,752 AC 12/1/2022 71224 CITY HALL PARKING LOT CITHAL 0100 OLIVE ST MAIN ST 1 Parking Lot 369 40 14,760 AC 12/1/2022 70225 EL DORA STREET ELDOST 0100 LEMON GROVE AVE FAIRHAVEN ST 2 Residential/Local 1584 33 52,272 AC/AC 12/12/2022 70226 ENSENADA STREET ENSEST 0300 BARTON DR ALTON DR 2 Residential/Local 764 30 22,920 AC/AC 12/1/2022 70227 FAIRFAX DRIVE FAIRDR 0100 CANTON DR LANSING DR 2 Residential/Local 359 25 8,975 AC/AC 12/1/2022 70228 FEDERAL BOULEVARD FEDEBL 0300 411' W/O CENTRAL AV CENTRAL AV 3 Collector 411 70 28,770 AC 11/30/2022 70229 FLORINE ROAD FLORRD 0100 WESTVIEW PL CENTRAL AV 2 Residential/Local 796 34 27,064 AC 11/28/2022 70230 GOLDEN AVENUE GOLDAV 0900 MT VERNON ST S END OF PVMNT 2 Residential/Local 223 25 5,575 AC 11/21/2022 70231 MASSACHUSETTS AVENUE MASSAV 0200NB PACIFIC AV BROADWAY 3 Arterial 316 36 11,376 AC 11/30/2022 70232 ROOSEVELT AVENUE ROOSAV 0100 FISHER LN NEW JERSEY AV 2 Residential/Local 6657 26 173,082 AC 11/28/2022 70233 SAN MIGUEL AVENUE SAMIAV 0450 CYPRESS AV MAIN ST 2 Collector 296 38 11,248 AC/AC 12/1/2022 70234 VISTA AVENUE VISTAV 0200 BROADWAY PACIFIC AV 2 Residential/Local 330 34 11,220 AC 11/30/2022 70235 WASHINGTON STREET WASHST 0500 PALM ST MT VERNON ST 2 Collector 1010 27 27,270 AC 12/1/2022 70236 CAMINO DE LAS PALMAS CDLPLM 0100 PALM ST (ART) PALM ST (RES) 2 Residential/Local 460 37 17,020 AC 12/1/2022 69237 MT VERNON STREET MTVEST 0900 HARDY DR SKYLINE DR 2 Collector 369 31 11,439 AC/AC 12/1/2022 69238 OLIVE STREET OLIVST 0600 CENTRAL AV BURNELL AV 2 Residential/Local 786 35 27,510 AC 11/28/2022 69239 BUENA VISTA AVENUE BUVIAV 0300 PACIFIC AV SAN MIGUEL AV 2 Collector 2327 25 58,175 AC/AC 11/30/2022 68240 MASSACHUSETTS AVENUE MASSAV 0100NB BROADWAY N CITY LIMIT 2 Arterial 867 29 25,143 AC 11/30/2022 68241 69TH STREET 69THST 0100 MT VERNON ST MALLARD ST 2 Collector 662 27 17,874 AC 11/30/2022 67242 LEMON GROVE AVENUE LEGRAV 0600SB SAN MIGUEL AV CYPRESS AV 3 Arterial 192 38 7,296 AC/AC 11/30/2022 67243 SIEGLE COURT SIEGCT 0100 N CDS ELKHORN ST 2 Residential/Local 205 30 6,150 AC 12/2/2022 67244 COSTADA COURT COSTCT 0100 N CDS S CDS 2 Residential/Local 623 33 20,559 AC/AC 11/22/2022 66245 LARWOOD ROAD LARWRD 0100 WOODROW AV DEVILLE DR 2 Residential/Local 1112 33 36,696 AC 12/1/2022 66246 CENTRAL AVENUE CENTAV 0400 NEW JERSEY AV CYPRESS AV 2 Collector 950 28 26,600 AC/AC 11/30/2022 65247 EPPICK COURT EPPICT 0100 W CDS OSAGA DR 2 Residential/Local 430 28 12,040 AC/AC 12/1/2022 65248 SONOMA LANE SONOLN 0100 N CDS MADERA ST 2 Residential/Local 1134 34 38,556 AC 11/30/2022 65249 SWEETWATER ROAD SWEERD 0100SB BROADWAY 1354' S/O BROADWAY 2 Collector 1354 37 50,098 AC 12/1/2022 65250 GLENCOE DRIVE GLENDR 0200 EL ROY DR CANTON DR 2 Residential/Local 590 38 22,420 AC/AC 12/12/2022 64251 EL VERDE COURT ELVECT 0100 ILDICA ST S CDS 2 Residential/Local 144 30 4,320 AC 11/30/2022 63252 PACIFIC AVENUE PACIAV 0300 HARRIS ST WEST ST 2 Residential/Local 148 33 4,884 AC 11/28/2022 63253 CIRCLE DRIVE CIRCDR 0100 W CDS E CDS 2 Residential/Local 799 28 22,372 AC 11/30/2022 62254 CUYAMACA AVENUE CUYAAV 0100 NEW JERSEY AV BUENA VISTA AV 2 Residential/Local 634 44 27,896 AC 11/22/2022 62255 LYNDINE LYNDIN 0100 ALTON DR MAZER ST 2 Residential/Local 365 33 12,045 AC 12/2/2022 62256 MONTANA STREET MONTST 0100 LEMON GROVE AV CITRONELLA ST 2 Residential/Local 90 34 3,060 AC/AC 12/2/2022 62257 MOROSE STREET MOROST 0100 MAZER ST ALTON DR 2 Residential/Local 348 33 11,484 AC 12/2/2022 62258 TWEED STREET TWEEST 0200 NEW JERSEY AV E CDS 2 Residential/Local 275 34 9,350 AC/AC 11/30/2022 62259 AMBER PLACE AMBEPL 0100 W CDS JAYNA PL 2 Residential/Local 384 34 13,056 AC 11/22/2022 61260 BLOSSOM HILL COURT BLOSCT 0100 SIEGLE DR SW CDS 2 Residential/Local 187 30 5,610 AC 11/30/2022 61261 CASA LANE CASALN 0100 W CDS FLORINE RD 2 Residential/Local 667 30 20,010 AC 11/22/2022 61262 CITRUS STREET CITUST 0200 BROADWAY CENTRAL AV 2 Residential/Local 1303 23 29,969 AC 11/22/2022 61263 ALTON DRIVE ALTODR 0400 SKYLINE DR MOROSE ST 2 Collector 313 36 11,268 AC 11/30/2022 60264 DAVIDSON AVENUE DAVIAV 0100 W CDS BUENA VISTA AV 2 Residential/Local 590 34 20,060 AC 11/28/2022 59265 GOLDEN AVENUE GOLDAV 0800 ADAMS ST PALM ST 2 Residential/Local 1645 26 42,770 AC/AC 11/21/2022 59266 LEMON GROVE AVENUE LEGRAV 0800NB GOLDEN AV BROADWAY 3 Arterial 236 43 10,148 AC/AC 11/30/2022 59267 ALTON DRIVE ALTODR 0200 ELDORA ST ENGLEWOOD DR 2 Collector 619 30 18,570 AC 11/30/2022 58268 LEMON GROVE AVENUE LEGRAV 0300SB BROADWAY GOLDEN AV 2 Arterial 236 29 6,844 AC/AC 11/30/2022 58269 GLENCOE DRIVE GLENDR 0100NB ELDORA ST ALTON DR 1 Residential/Local 521 15 7,815 PCC 12/12/2022 57270 GROVE STREET GROVST 0400 LESTER AV BROADWAY 3 Collector 310 62 19,220 AC 11/30/2022 57271 ALFORD STREET ALFOST 0200 PACIFIC AV DAYTONA ST 2 Residential/Local 292 26 7,592 AC 11/22/2022 56272 MT VERNON STREET MTVEST 0700 LEMON GROVE AV CYPRESS AV 2 Collector 911 23 20,953 AC/AC 12/1/2022 56273 NEW JERSEY AVENUE NEJEAV 0300 CENTRAL AV SAN MIGUEL AV 2 Residential/Local 1313 27 35,451 AC/AC 11/28/2022 56274 SWEETWATER ROAD SWEERD 0200SB 1354' S/O BROADWAY S CITY LIMIT 2 Collector 909 30 27,270 AC 12/1/2022 55275 CRANE STREET CRANST 0100 GOLDEN AV NE CDS 2 Residential/Local 1742 23 40,066 AC 11/30/2022 54 14 of 20
Appendix B
2023 PMP Update
PCI List
Sorted by PCI
# Street Name Street ID Section ID Beg Location End Location Lanes Functional Class Length (ft) Width (ft) Area (sf) Surface Type PCI Date Inspected PCI 276 DI FOSS STREET DIFOST 0100 MT VERNON ST MAZER ST 2 Residential/Local 614 36 22,104 AC 12/12/2022 54277 EL ROY DRIVE ELRODR 0100 DAYTON DR CANTON DR 2 Residential/Local 675 22 14,850 AC/AC 11/30/2022 54278 ENSENADA STREET ENSEST 0100 EL DORA ST BAKERSFIELD ST 2 Residential/Local 356 28 9,968 AC/AC 12/1/2022 54279 GOLDEN AVENUE GOLDAV 0500 WASHINGTON ST GOLDEN VIEW TERR 2 Residential/Local 967 28 27,076 AC/AC 11/21/2022 54280 GOLDEN AVENUE GOLDAV 0600 GOLDEN VIEW TERR ROY ST 2 Residential/Local 1613 27 43,551 AC/AC 11/21/2022 54281 LONGDALE DRIVE LONGDR 0100 CITRONELLA ST SKYLINE DR 2 Residential/Local 1062 34 36,108 AC/AC 12/2/2022 54282 GOLDEN AVENUE GOLDAV 0700 ROY ST ADAMS ST 2 Residential/Local 367 28 10,276 AC/AC 11/21/2022 53283 LEMON GROVE AVENUE LEGRAV 0400SB GOLDEN AV CENTRAL AV 2 Arterial 1083 29 31,407 AC/AC 11/30/2022 53284 NEW JERSEY AVENUE NEJEAV 0100 BROADWAY PACIFIC AV 2 Residential/Local 317 33 10,461 AC/AC 11/28/2022 53285 NEW JERSEY AVENUE NEJEAV 0200 PACIFIC AV CENTRAL AV 2 Residential/Local 997 25 24,925 AC/AC 11/28/2022 53286 DEVILLE DRIVE DEVIDR 0100 WATWOOD RD E CITY LIMIT 2 Residential/Local 362 34 12,308 AC/AC 11/30/2022 52287 EDGERTON DRIVE EDGEDR 0100 MT VERNON ST S CDS 2 Residential/Local 715 26 18,590 AC/AC 11/30/2022 52288 LINCOLN STREET LINCST 0500 WASHINGTON ST GOLDEN AV 2 Collector 1326 25 33,150 AC/AC 11/30/2022 51289 BROADWAY BROADW 0900EB GROVE ST KEMPF ST 2 Arterial 350 36 12,600 AC 11/30/2022 50290 DUPONT DRIVE DUPODR 0200 CANTON DR LANSING DR 2 Residential/Local 576 27 15,552 AC/AC 11/30/2022 50291 SAN MIGUEL AVENUE SAMIAV 0200 JAYNIA ST MASSACHUSETTS AV 2 Collector 2110 33 69,630 AC/AC 12/1/2022 48292 ADAMS STREET ADAMST 0100 WASHINGTON ST GOLDEN AV 2 Residential/Local 1620 23 37,260 AC 11/30/2022 47293 BERRY STREET PARK LOT BERLOT 0100 MOUNT VERNON ST S END 2 Parking Lot 245 40 9,800 AC 12/9/2022 47294 GROVE STREET GROVST 0200 LEMON GROVE WY NORTH AV 3 Collector 362 62 22,444 AC 11/30/2022 47295 ZEMCO DRIVE ZEMCDR 0100 LINCOLN PL GLENCOE DR 2 Residential/Local 920 23 21,160 AC 12/12/2022 47296 ALTON DRIVE ALTODR 0300 ENGLEWOOD DR SKYLINE DR 2 Collector 425 42 17,850 AC 11/30/2022 46297 DUPONT DRIVE DUPODR 0300 LANSING DR S CDS 2 Residential/Local 469 26 12,194 AC 12/12/2022 46298 ENGLEWOOD DRIVE ENGLDR 0100 ALTON DR CANTON DR 2 Residential/Local 2087 30 62,610 AC 12/1/2022 46299 LEMON GROVE AVENUE LEGRAV 0200SB NORTH AV BROADWAY 2 Arterial 696 29 20,184 AC 11/30/2022 46300 MASSACHUSETTS AVENUE MASSAV 0200SB BROADWAY PACIFIC AV 2 Arterial 316 26 8,216 AC/AC 11/30/2022 46301 ALTON DRIVE ALTODR 0500 MOROSE ST WASHINGTON ST 2 Collector 715 21 15,015 AC 11/30/2022 44302 CYPRESS AVENUE CYPRAV 0300 LEMON GROVE AV MT VERNON ST 2 Residential/Local 1082 34 36,788 AC 11/30/2022 44303 LEMON GROVE AVENUE LEGRAV 0100NB S CITY LIMIT CANTON DR 2 Arterial 1743 31 54,033 AC/AC 11/30/2022 44304 LEMON GROVE AVENUE LEGRAV 0700NB CENTRAL AV GOLDEN AV 2 Arterial 1083 29 31,407 AC/AC 11/30/2022 44305 SKYLINE DRIVE SKYLDR 0200 PALM ST MT VERNON ST 3 Collector 1058 64 67,712 AC 11/18/2022 44306 BROADWAY BROADW 1300EB SWEETWATER RD 1222' E/O SWEETWATER RD 2 Arterial 1222 31 37,882 AC 11/30/2022 43307 FEDERAL BOULEVARD FEDEBL 0100 MACARTHUR DR 793' E/O MACARTHUR DR 2 Collector 793 39 30,927 AC 11/30/2022 43308 LEMON GROVE AVENUE LEGRAV 0500NB CYPRESS AV SAN MIGUEL AV 3 Arterial 192 35 6,720 AC/AC 11/30/2022 43309 RUSSAN LANE RUSSLN 0100 N CDS BERRY ST 2 Residential/Local 432 33 14,256 AC 11/28/2022 43310 SWEETWATER ROAD SWEERD 0200NB 918' N/O S CITY LIMIT BROADWAY 2 Collector 1354 37 50,098 AC/AC 12/1/2022 43311 WASHINGTON STREET WASHST 0750 ALTON DR VERNIER DR 2 Collector 1148 22 25,256 AC 12/1/2022 43312 CINDERELLA PLACE CINDPL 0100 CINDERELLA ST WASHINGTON ST 2 Residential/Local 259 33 8,547 AC 11/30/2022 42313 COLFAX DRIVE COLFDR 0100 DAYTON DR CANTON DR 2 Residential/Local 904 26 23,504 AC 11/30/2022 42314 DAVENTRY STREET DAVEST 0100 69TH ST DARTMOOR DR 2 Residential/Local 627 29 18,183 AC 11/28/2022 42315 MAC ARTHUR DRIVE MACRDR 0100 SW CITY LIMIT SAN MIGUEL AV 2 Residential/Local 1997 24 47,928 AC 11/28/2022 42316 BROADWAY BROADW 1400WB MASSACHUSETTS AV NORTH AV 2 Arterial 1642 32 52,544 AC 11/30/2022 41317 DARTMOOR DRIVE DARTDR 0100 N CDS 69TH ST 2 Residential/Local 2078 33 68,574 AC 11/28/2022 41318 ELKHORN STREET ELKHST 0100 DAIN DR SIEGLE DR 2 Residential/Local 725 34 24,650 AC 11/30/2022 41319 GRANGE STREET GRANST 0100 SAN MIGUEL AV DAVIDSON AV 2 Residential/Local 628 25 15,700 AC/AC 11/28/2022 41320 LEMON GROVE AVENUE LEGRAV 0300NB 1650' N/O CANTON DR MT VERNON ST 2 Arterial 1650 35 57,750 AC/AC 11/30/2022 41321 ALAN COURT ALANCT 0100 N CDS ELKHORN ST 2 Residential/Local 168 29 4,872 AC 12/12/2022 40322 GROVE STREET GROVST 0300 NORTH AV LESTER AV 2 Collector 309 62 19,158 AC 11/30/2022 40323 HARRIS STREET HARRST 0300 PACIFIC AV S CDS 2 Residential/Local 662 30 19,860 AC 11/28/2022 40324 LEMON GROVE SENIOR CENTER LEMSEN 0100 MOUNT VERNON ST S END 2 Parking Lot 515 40 20,600 AC 12/1/2022 40325 ROSEMARY LANE BETHPL 0100 ROSEMARY LN S CDS 2 Residential/Local 141 55 7,755 AC 11/28/2022 40326 BROADWAY BROADW 0200WB 1222' E/O SWEETWATER RD SWEETWATER RD 2 Arterial 1222 31 37,882 AC 11/30/2022 39327 FIRE DEPARTMENT LOT FIRDEP 0100 CENTRAL AV S END 2 Parking Lot 227 40 9,080 AC 12/1/2022 39328 LANSING DRIVE LANSDR 0300 DREXEL DR CAMERON DR 2 Residential/Local 286 22 6,292 AC 12/1/2022 39329 LEMON GROVE AVENUE LEGRAV 0700SB CYPRESS AV MT VERNON ST 2 Arterial 976 31 30,256 AC/AC 11/30/2022 39330 LINCOLN PLACE LINCPL 0200 ZEMCO DR JAMACHA RD 2 Residential/Local 868 27 23,436 AC 12/2/2022 39 15 of 20
Appendix B
2023 PMP Update
PCI List
Sorted by PCI
# Street Name Street ID Section ID Beg Location End Location Lanes Functional Class Length (ft) Width (ft) Area (sf) Surface Type PCI Date Inspected PCI 331 CITRUS STREET CITUST 0100 NORTH AV BROADWAY 2 Residential/Local 634 37 23,458 AC 11/22/2022 38332 DAIN DRIVE DAINDR 0200 ILDICA ST S CDS 2 Residential/Local 1417 34 48,178 AC/AC 12/12/2022 38333 JAVA LANE JAVALN 0100 N CDS SARAWAK DR 2 Residential/Local 238 30 7,140 AC 12/1/2022 37334 CINDERELLA WAY CINDWY 0100 N CDS S CDS 2 Residential/Local 390 33 12,870 AC 11/30/2022 36335 DAIN DRIVE DAINDR 0100 ELKHORN ST ILDICA ST 2 Residential/Local 493 34 16,762 AC 12/1/2022 36336 GLENCOE DRIVE GLENDR 0300 CANTON DR CALVOCADO ST 2 Residential/Local 693 23 15,939 AC 12/1/2022 36337 ROOSEVELT AVENUE ROOSAV 0200 NEW JERSEY AV BUENA VISTA AV 2 Residential/Local 640 27 17,280 AC 11/28/2022 36338 CALLE SUR CALSUR 0100 W CDS CMO DE LAS PALMAS 2 Residential/Local 253 30 7,590 AC 11/30/2022 35339 DEBCO DRIVE DEBCDR 0100 MT VERNON ST ROBBIE WY 2 Residential/Local 475 33 15,675 AC 11/30/2022 35340 GLENCOE DRIVE GLENDR 0500 HUGHES ST ZEMCO DR 1 Residential/Local 358 16 5,728 AC 1/3/2023 35341 MAIN STREET MAINST 0700 DAVIDSON AV MT VERNON ST 2 Residential/Local 789 26 20,514 AC 11/28/2022 35342 WASHINGTON STREET WASHST 0800 VERNIER DR BLOSSOM LN 2 Collector 337 33 11,121 PCC 12/1/2022 35343 GOLDEN AVENUE GOLDAV 0300 ACACIA ST KEMPF ST 2 Residential/Local 465 40 18,600 AC 11/21/2022 34344 MAIN STREET MAINST 0200 BROADWAY 951' S/O BROADWAY 2 Residential/Local 951 37 35,187 AC 11/28/2022 34345 MASSACHUSETTS AVENUE MASSAV 0400 CENTRAL AV SAN MIGUEL AV 3 Arterial 1326 63 83,538 AC/AC 11/30/2022 34346 BROADWAY BROADW 0100WB E CITY LIMIT 1222' E/O SWEETWATER RD 2 Arterial 952 30 28,560 AC 11/30/2022 33347 KEMPF STREET KEMPST 0100SB BROADWAY GOLDEN AV 2 Collector 306 40 12,240 AC 11/30/2022 32348 MASSACHUSETTS AVENUE MASSAV 0300 PACIFIC AV CENTRAL AV 3 Arterial 1005 62 62,310 AC/AC 11/30/2022 32349 MT VERNON STREET MTVEST 0100 69TH ST BERRY ST 2 Collector 898 25 22,450 AC 11/18/2022 32350 NICHALS STREET NICHST 0200 611' N/O GLENCOE DR DAYTON DR 2 Residential/Local 855 30 25,650 AC/AC 12/2/2022 32351 69TH STREET 69THST 0150 MALLARD ST DAVENTRY ST 2 Collector 1195 25 29,875 AC 11/30/2022 31352 CORONA STREET COROST 0300 SAN MIGUEL AV TWEED ST 2 Residential/Local 497 34 16,898 AC 11/22/2022 31353 KENNESTER DRIVE KENNDR 0100 CENTRAL AV S CDS 2 Residential/Local 340 36 12,240 AC 11/28/2022 31354 LEMON GROVE AVENUE LEGRAV 0400NB MT VERNON ST CYPRESS AV 2 Arterial 976 35 34,160 AC/AC 11/30/2022 31355 LEMON LANE LEMOLN 0100 N CDS ROY ST 2 Residential/Local 438 34 14,892 AC 12/2/2022 31356 DAIN COURT DAINCT 0100 N CDS ELKHORN ST 2 Residential/Local 268 30 8,040 AC 12/12/2022 30357 JEFFERSON STREET JEFFST 0100 W CDS WASHINGTON ST 2 Residential/Local 655 28 18,340 AC 12/12/2022 30358 MT VERNON STREET MTVEST 0200 BERRY ST BETH PL 2 Collector 686 40 27,440 AC 11/18/2022 30359 MULDER STREET MULDST 0100 PALM ST HAVEN ST 2 Residential/Local 767 33 25,311 AC 12/2/2022 30360 SIEGLE DRIVE SIEGDR 0100 ELKHORN ST BLOSSOM HILL DR 2 Residential/Local 497 34 16,898 AC 12/2/2022 30361 BROADWAY BROADW 0100EB FEDERAL BL MASSACHUSETTS AV 3 Arterial 1642 38 62,396 AC 11/30/2022 29362 LEMON GROVE AVENUE LEGRAV 0600NB SAN MIGUEL AV CENTRAL AV 2 Arterial 1628 31 50,468 AC/AC 11/30/2022 29363 LEMON GROVE AVENUE LEGRAV 0900NB BROADWAY LESTER AV 2 Arterial 372 31 11,532 AC 11/30/2022 29364 SAN PASQUAL STREET SAPAST 0200 SAN PASQUAL CT MAIN ST 2 Residential/Local 746 26 19,396 AC 11/28/2022 29365 ALFORD STREET ALFOST 0100 BROADWAY PACIFIC AV 2 Residential/Local 307 30 9,210 AC 11/22/2022 28366 ALTON DRIVE ALTODR 0100 GLENCOE DR ELDORA ST 1 Collector 393 15 5,895 PCC 11/30/2022 28367 GLENCOE DRIVE GLENDR 0600 ZEMCO DR JAMACHA RD 1 Residential/Local 705 20 14,100 AC 12/12/2022 28368 MADERA STREET MADEST 0100 SAN PASQUAL ST MASSACHUSETTS AV 2 Residential/Local 432 38 16,416 AC 11/28/2022 28369 NATHAN STREET NATHST 0100 DARRYL ST LINCOLN ST 2 Residential/Local 465 34 15,810 AC 12/2/2022 28370 PACIFIC AVENUE PACIAV 0700 OLIVE ST MAIN ST 2 Residential/Local 292 33 9,636 AC 11/28/2022 28371 SAN MIGUEL AVENUE SAMIAV 0100 FEDERAL BL JAYNIA ST 2 Collector 2225 27 60,075 AC/AC 12/1/2022 28372 SAN PASQUAL STREET SAPAST 0100 MCKNIGHT DR SAN PASQUAL CT 2 Residential/Local 566 42 23,772 AC 11/28/2022 28373 SANFORD DRIVE SANFDR 0100 W CDS SKYLINE DR 2 Residential/Local 361 33 11,913 AC 12/2/2022 28374 BONITA STREET BONIST 0100 N END SAN MIGUEL AV 2 Residential/Local 653 34 22,202 AC 11/22/2022 27375 FEDERAL BOULEVARD FEDEBL 0500WB COLLEGE AV 422' W/O COLLEGE AV 1 Collector 422 30 12,660 AC 11/30/2022 27376 MEADOW LANE MEADLN 0100 N CDS ROY ST 2 Residential/Local 469 34 15,946 AC 12/2/2022 27377 SKYLINE DRIVE SKYLDR 0300 MT VERNON ST ALTON DR 3 Collector 1034 77 79,618 AC/AC 11/18/2022 27378 WATWOOD ROAD WATWRD 0100 CANTON DR S CITY LIMIT 2 Residential/Local 1779 34 60,486 AC/AC 12/2/2022 27379 LEMON GROVE PARK LOT LEMLOT 0100 WASHINGTON ST E END 2 Parking Lot 619 40 24,760 AC 12/14/2022 26380 MADISON AVENUE MADIAV 0200 NEW JERSEY AV BUENA VISTA AV 2 Residential/Local 638 25 15,950 AC 11/28/2022 26381 MAIN STREET MAINST 0600 SAN MIGUEL AV DAVIDSON AV 2 Residential/Local 538 22 11,836 AC 11/28/2022 26382 EDDING DRIVE EDDIDR 0100 N CDS MT VERNON ST 2 Residential/Local 546 33 18,018 AC 11/28/2022 25383 LEMONWOOD LANE LEWOLN 0100 W CDS MERCURY DR 2 Residential/Local 708 34 24,072 AC 11/28/2022 25384 ROY STREET ROYSTR 0400 W CDS GOLDEN AV 2 Residential/Local 363 34 12,342 AC 12/2/2022 25385 WASHINGTON STREET WASHST 0700 518' S/O MT VERNON ST ALTON DR 2 Collector 507 22 11,154 AC 12/1/2022 25 16 of 20
Appendix B
2023 PMP Update
PCI List
Sorted by PCI
# Street Name Street ID Section ID Beg Location End Location Lanes Functional Class Length (ft) Width (ft) Area (sf) Surface Type PCI Date Inspected PCI 386 CAMINO DE LAS PALMAS CDLPLM 0200 PALM ST (RES) CALLE SUR 2 Residential/Local 1409 37 52,133 AC 12/12/2022 24387 CAMINO DE LAS PALMAS CDLPLM 0300 CALLE SUR ILDICA ST 2 Residential/Local 1179 37 43,623 AC 11/30/2022 24388 EL PRADO AVENUE ELPRAV 0200 BONITA ST SAN PASQUAL ST 2 Residential/Local 560 24 13,440 AC 11/28/2022 24389 69TH STREET 69THST 0200 DAVENTRY ST DARTMOOR DR 2 Collector 1246 26 32,396 AC 11/30/2022 23390 LEMON GROVE AVENUE LEGRAV 0500SB CENTRAL AV SAN MIGUEL AV 2 Arterial 1628 31 50,468 AC/AC 11/30/2022 23391 CALLE NORTE CALNOR 0100 W CDS CMO DE LAS PALMAS 2 Residential/Local 277 30 8,310 AC 11/30/2022 22392 CARLISLE DRIVE CARLDR 0200 SKYLINE RD JAMACHA RD 2 Residential/Local 240 33 7,920 AC 12/12/2022 22393 LINCOLN STREET LINCST 0300 SKYLINE DR JULIE LYNN WY 2 Collector 195 34 6,630 AC 11/30/2022 22394 NORTH AVENUE NORTAV 0400 WEST ST 246' W/F BUENA VISTA AV 2 Residential/Local 930 32 29,760 AC 11/28/2022 22395 MADERA STREET MADEST 0300 RAMON ST 69TH ST 2 Collector 1591 47 74,777 AC 11/18/2022 21396 PERGL STREET PERGST 0100 N CDS S CDS 2 Residential/Local 505 34 17,170 AC 11/28/2022 21397 BROADWAY BROADW 1100EB WASHINGTON AV LEMON GROVE WY 2 Arterial 891 30 26,730 AC 11/30/2022 20398 CEDRAL PLACE CEDRPL 0100 W CDS E CDS 2 Residential/Local 611 34 20,774 AC 11/22/2022 20399 DAYTON DRIVE DAYTDR 0400 151' S/O NICHALS ST EL ROY DR 2 Residential/Local 982 29 28,478 AC 11/30/2022 20400 HIBISCUS DRIVE HIBIDR 0100 CENTRAL AV S CDS 2 Residential/Local 1267 40 50,680 AC 11/28/2022 20401 LANSING DRIVE LANSDR 0100 CANTON DR SKYLINE DR 2 Collector 1796 25 44,900 AC 11/30/2022 20402 MADERA STREET MADEST 0200 MASSACHUSETTS AV RAMON ST 2 Collector 1555 54 83,970 AC 11/18/2022 20403 MC KNIGHT STREET MCKNST 0100 N END MT VERNON ST 2 Residential/Local 385 27 10,395 AC 11/28/2022 20404 OLIVE STREET OLIVST 0300 BROADWAY PACIFIC AV 2 Residential/Local 644 38 24,472 AC 11/28/2022 20405 SKYLINE DRIVE SKYLDR 0400 ALTON DR CANTON DR 3 Collector 2050 62 127,100 AC/AC 11/18/2022 20406 BROADWAY BROADW 0400WB LEMON GROVE WY WASHINGTON ST 2 Arterial 891 37 32,967 AC 11/30/2022 19407 GLENCOE DRIVE GLENDR 0400 CALVOCADO ST HUGHES ST 1 Residential/Local 653 22 14,366 AC 12/12/2022 19408 HARRIS STREET HARRST 0100 NORTH AV BROADWAY 2 Residential/Local 644 38 24,472 AC 11/28/2022 19409 IDA STREET IDASTR 0100 CORONA ST E CDS 2 Residential/Local 235 33 7,755 AC 11/28/2022 19410 NICHALS STREET NICHST 0100 GLENCOE DR 611' N/O GLENCOE DR 2 Residential/Local 611 31 18,941 AC 12/2/2022 19411 VISTA AVENUE VISTAV 0300 PACIFIC AV CENTRAL AV 2 Residential/Local 979 24 23,496 AC 11/30/2022 19412 FAIRHAVEN STREET FAIHST 0100 EL DORA ST GLENCOE DR 2 Residential/Local 1262 30 37,860 AC 12/1/2022 18413 FISHER LANE FISHLN 0100 CENTRAL AV ROOSEVELT AV 1 Residential/Local 634 14 8,876 AC 11/28/2022 18414 LINCOLN STREET LINCST 0400 JULIE LYNN WY WASHINGTON ST 2 Collector 777 24 18,648 AC 11/30/2022 18415 NORTH AVENUE NORTAV 0500 BUENA VISTA AV OLIVE ST 2 Residential/Local 630 26 16,380 AC 11/28/2022 18416 PACIFIC AVENUE PACIAV 0100 VISTA AV CITRUS ST 2 Residential/Local 250 22 5,500 AC 11/28/2022 18417 SKYLINE DRIVE SKYLDR 0100 LINCOLN ST PALM ST 3 Collector 1377 66 90,882 AC 11/18/2022 18418 WASHINGTON STREET WASHST 0100 BROADWAY 290' S/O BROADWAY 2 Collector 290 34 9,860 AC 12/1/2022 18419 ACACIA STREET ACACST 0100 GOLDEN AV S CDS 2 Residential/Local 644 33 21,252 AC/AC 11/30/2022 16420 BROADWAY BROADW 0500WB WASHINGTON ST KEMPF ST 2 Arterial 1031 39 40,209 AC 11/30/2022 16421 MAIN STREET MAINST 0800 MT VERNON ST S CDS 2 Residential/Local 1759 28 49,252 AC 11/28/2022 16422 BONITA STREET BONIST 0400 BERYL ST EL PRADO AV 2 Residential/Local 1215 28 34,020 AC 11/22/2022 15423 BROADWAY BROADW 1000EB KEMPF ST WASHINGTON ST 3 Arterial 1031 41 42,271 AC 11/30/2022 15424 MADISON AVENUE MADIAV 0300 CYPRESS AV OLIVE ST 2 Residential/Local 354 26 9,204 AC 11/28/2022 15425 ALTON DRIVE ALTODR 0700 DEBCO DR EOP 2 Residential/Local 160 15 2,400 AC 11/30/2022 14426 CARLISLE DRIVE CARLDR 0100 W CITY LIMIT SKYLINE DR 2 Residential/Local 525 34 17,850 AC 11/30/2022 14427 LONGDALE DRIVE LONGDR 0200 SKYLINE DR E CDS 2 Residential/Local 844 34 28,696 AC 12/2/2022 14428 FEDERAL BOULEVARD FEDEBL 0500EB 422' W/O COLLEGE AV COLLEGE AV 2 Collector 422 42 17,724 AC 11/30/2022 13429 DAVIDSON AVENUE DAVIAV 0200 BUENA VISTA AV MAIN ST 2 Residential/Local 351 22 7,722 AC 11/28/2022 12430 KEMPF STREET KEMPST 0100NB GOLDEN AV BROADWAY 2 Collector 306 32 9,792 AC 11/30/2022 12431 KEMPF STREET KEMPST 0200 GOLDEN AV DARRYL ST 3 Collector 831 49 40,719 AC 11/30/2022 12432 BLOSSOM LANE BLOSLN 0100EB W END WASHINGTON ST 1 Residential/Local 821 21 17,241 AC 12/12/2022 11433 KEMPF STREET KEMPST 0300 DARRYL ST LINCOLN ST 49 Collector 497 49 24,353 AC 11/30/2022 11434 MAIN STREET MAINST 0400 CENTRAL AV BURNELL AV 2 Residential/Local 790 31 24,490 AC 11/28/2022 11435 MERCURY DRIVE MERCDR 0100 LEMONWOOD LN SAN MIGUEL AV 2 Residential/Local 808 34 27,472 AC 11/28/2022 11436 MT VERNON STREET MTVEST 1200 DEBCO DR GOLDEN AV 2 Collector 7726 40 309,040 AC 12/1/2022 11437 MT VERNON STREET MTVEST 1300 GOLDEN AV LAWTON ST 2 Collector 767 33 25,311 AC 12/1/2022 11438 PACIFIC AVENUE PACIAV 0200 CITRUS ST HARRIS ST 2 Residential/Local 504 34 17,136 AC 11/28/2022 11439 BUENA VISTA AVENUE BUVIAV 0100 NORTH AV BROADWAY 2 Collector 654 37 24,198 AC 11/30/2022 ≤10440 ALTON DRIVE ALTODR 0600 WASHINGTON ST DEBCO DR 2 Collector 617 21 12,957 AC 11/30/2022 ≤10 17 of 20
Appendix B
2023 PMP Update
PCI List
Sorted by PCI
# Street Name Street ID Section ID Beg Location End Location Lanes Functional Class Length (ft) Width (ft) Area (sf) Surface Type PCI Date Inspected PCI 441 BROADWAY BROADW 0300WB SWEETWATER RD LEMON GROVE WY 2 Arterial 502 36 18,072 AC 11/30/2022 ≤10442 GLEBE ROAD GLEBRD 0100 FISHER LN SAN MIGUEL AV 2 Residential/Local 747 34 25,398 AC 11/28/2022 ≤10 443 LA CORTA STREET LACOST 0100 CALLE ENTRE MASSACHUSETTS AV 2 Residential/Local 593 33 19,569 AC 11/28/2022 ≤10444 PACIFIC AVENUE PACIAV 0500 NEW JERSEY AV BUENA VISTA AV 2 Residential/Local 626 38 23,788 AC 11/28/2022 ≤10445 BROADWAY BROADW 1200EB LEMON GROVE WY SWEETWATER RD 2 Arterial 502 30 15,060 AC 11/30/2022 ≤10446 NOBLE STREET NOBLST 0100 LAWFORD PL E DORA ST 2 Residential/Local 1313 23 30,199 AC 12/2/2022 ≤10447 GLENCOE DRIVE GLENDR 0100SB ATON DR ELDORA ST 1 Residential/Local 521 17 8,857 AC 12/21/2022 ≤10448 MAIN STREET MAINST 0900 SAN PASQUAL ST MASSACHUSETTS AV 2 Residential/Local 448 37 16,576 AC 11/28/2022 ≤10449 MT VERNON STREET MTVEST 1100 WASHINGTON ST DEBCO DR 2 Collector 546 39 21,294 AC 12/1/2022 ≤10450 WASHINGTON STREET WASHST 0200 GOLDEN AV 188' N/O GOLDEN AV 1 Collector 188 32 6,016 AC 12/1/2022 ≤10451 69TH STREET 69THST 0300 DARTMOOR DR MADERA ST 2 Collector 1107 25 27,675 AC 11/30/2022 ≤10452 LAWTON DRIVE LAWTDR 0100 MT VERNON ST S CDS 2 Residential/Local 709 28 19,852 AC 12/2/2022 ≤10453 WEST STREET WESTST 0100 NORTH AV BROADWAY 2 Residential/Local 634 34 21,556 AC 11/30/2022 ≤10454 BLOSSOM LANE BLOSLN 0100WB WASHINGTON ST W END 1 Residential/Local 821 21 17,241 AC 12/12/2022 ≤10 455 ILDICA STREET ILDIST 0100 BLOSSOM LN CAMINO DE LAS PALMAS 3 Residential/Local 1580 62 97,960 AC 11/21/2022 ≤10 456 LEMON GROVE WAY LEGRWY 0400 COLUMBUS PL BROADWAY 2 Collector 762 45 34,290 AC 11/30/2022 ≤10457 MADISON AVENUE MADIAV 0100 W END NEW JERSEY AV 2 Residential/Local 486 26 12,636 AC 11/28/2022 ≤10458 BERYL STREET BERYST 0100 BONITA ST EL PRADO AV 2 Residential/Local 554 22 12,188 AC 11/22/2022 ≤10459 BERYL STREET BERYST 0200 EL PRADO AV MAIN ST 2 Residential/Local 566 30 16,980 AC 11/22/2022 ≤10460 CYPRESS AVENUE CYPRAV 0100 CENTRAL AV BURNELL AV 2 Residential/Local 814 23 18,722 AC 11/22/2022 ≤10461 DAYTONA STREET DAYTST 0100 ALFORD ST HARRIS ST 2 Residential/Local 242 16 3,872 AC 11/28/2022 ≤10462 LINCOLN PLACE LINCPL 0100 HUGHES ST ZEMCO DR 2 Residential/Local 545 20 10,900 AC 12/2/2022 ≤10463 NIDA PLACE NIDAPL 0100 PALM AV S CDS 2 Residential/Local 483 28 13,524 AC 12/2/2022 ≤10464 OLIVE STREET OLIVST 0100 N CDS NORTH AV 2 Residential/Local 303 30 9,090 AC 11/28/2022 ≤10465 CALLE ENTRE CALENT 0100 PRIMERA ST LA CORTA ST 2 Residential/Local 268 33 8,844 AC 11/22/2022 ≤10466 CORONA STREET COROST 0100 CENTRAL AV ROOSEVELT AV 2 Residential/Local 637 21 13,377 AC 11/22/2022 ≤10467 CRESTLINE DRIVE CRESDR 0100 PALM ST HAVEN DR 2 Residential/Local 765 33 25,245 AC 12/12/2022 ≤10 468 HAVEN DRIVE HAVEDR 0100 CRESTLINE DR MULDER ST 2 Residential/Local 280 23 6,440 AC 11/21/2022 ≤10469 HUGHES STREET HUGHST 0100 LINCOLN PL GLENCOE DR 2 Residential/Local 801 25 20,025 AC 11/21/2022 ≤10470 LESTER STREET LESTST 0100 LEMON GROVE AV GROVE ST 2 Residential/Local 884 30 26,520 AC 12/2/2022 ≤10471 MC KNIGHT STREET MCKNST 0300 CAMELOT CT SAN PASQUAL ST 2 Residential/Local 634 30 19,020 AC 11/28/2022 ≤10472 NORTH AVENUE NORTAV 0300 HARRIS ST WEST ST 2 Residential/Local 368 25 9,200 AC 11/28/2022 ≤10473 PACIFIC AVENUE PACIAV 0600 BUENA VISTA AV OLIVE ST 2 Residential/Local 618 38 23,484 AC 11/28/2022 ≤10 474 BERRYLAND COURT BERRCT 0100 N CDS SAN PASQUAL ST 2 Residential/Local 688 33 22,704 AC 12/23/2022 ≤10475 MERCURY DRIVE MERCDR 0200 SAN MIGUEL AV ROSEMARY LN 2 Residential/Local 784 34 26,656 AC 11/28/2022 ≤10 476 PRIMERA STREET PRIMST 0100 CALLE ENTRE MASSACHUSETTS AV 2 Residential/Local 385 33 12,705 AC 11/28/2022 ≤10477 SWEETWATER WAY SWEEWY 0100 BROADWAY S CDS 2 Residential/Local 770 30 23,100 AC 12/2/2022 ≤10478 BUENA VISTA AVENUE BUVIAV 0500 DAVIDSON AV MAIN ST 2 Residential/Local 604 31 18,724 AC 11/22/2022 ≤10479 CYPRESS AVENUE CYPRAV 0200 BURNELL AV SAN MIGUEL AV 2 Residential/Local 560 24 13,440 AC 11/22/2022 ≤10 480 LEMON AVENUE LEMOAV 0100 BUENA VISTA AV OLIVE ST 2 Residential/Local 613 33 20,229 AC 11/28/2022 ≤10 481 NORTH AVENUE NORTAV 0100 BROADWAY MASSACHUSETTS AV 2 Residential/Local 2005 25 50,125 AC 11/28/2022 ≤10482 SAN PASQUAL COURT SAPACT 0100 NW END SAN PASQUAL ST 2 Residential/Local 362 30 10,860 AC 11/28/2022 ≤10483 BURNELL AVENUE BURNAV 0100 CYPRESS AV OLIVE ST 2 Residential/Local 323 29 9,367 AC 11/22/2022 ≤10 484 DEBCO DRIVE DEBCDR 0200 ROBBIE WY ALTON DR 2 Residential/Local 607 33 20,031 AC 11/30/2022 ≤10485 DREW LANE DREWLN 0100 N CDS SAN MIGUEL AV 2 Residential/Local 979 33 32,307 AC 11/28/2022 ≤10486 MC KNIGHT STREET MCKNST 0200 MT VERNON ST CAMELOT CT 2 Residential/Local 796 30 23,880 AC 11/28/2022 ≤10 18 of 20
Appendix B
2023 PMP Update
PCI List
Streets with PCI below 25
# Street Name Street ID Section ID Beg Location End Location Lanes Functional Class Length (ft) Width (ft) Area (sf) Surface Type PCI Date Inspected PCI 1 EDDING DRIVE EDDIDR 0100 N CDS MT VERNON ST 2 Residential/Local 546 33 18,018 AC 11/28/2022 252 LEMONWOOD LANE LEWOLN 0100 W CDS MERCURY DR 2 Residential/Local 708 34 24,072 AC 11/28/2022 253 ROY STREET ROYSTR 0400 W CDS GOLDEN AV 2 Residential/Local 363 34 12,342 AC 12/2/2022 254 WASHINGTON STREET WASHST 0700 518' S/O MT VERNON ST ALTON DR 2 Collector 507 22 11,154 AC 12/1/2022 255 CAMINO DE LAS PALMAS CDLPLM 0200 PALM ST (RES) CALLE SUR 2 Residential/Local 1409 37 52,133 AC 12/12/2022 246 CAMINO DE LAS PALMAS CDLPLM 0300 CALLE SUR ILDICA ST 2 Residential/Local 1179 37 43,623 AC 11/30/2022 247 EL PRADO AVENUE ELPRAV 0200 BONITA ST SAN PASQUAL ST 2 Residential/Local 560 24 13,440 AC 11/28/2022 248 69TH STREET 69THST 0200 DAVENTRY ST DARTMOOR DR 2 Collector 1246 26 32,396 AC 11/30/2022 239 LEMON GROVE AVENUE LEGRAV 0500SB CENTRAL AV SAN MIGUEL AV 2 Arterial 1628 31 50,468 AC/AC 11/30/2022 23 10 CALLE NORTE CALNOR 0100 W CDS CMO DE LAS PALMAS 2 Residential/Local 277 30 8,310 AC 11/30/2022 2211 CARLISLE DRIVE CARLDR 0200 SKYLINE RD JAMACHA RD 2 Residential/Local 240 33 7,920 AC 12/12/2022 2212 LINCOLN STREET LINCST 0300 SKYLINE DR JULIE LYNN WY 2 Collector 195 34 6,630 AC 11/30/2022 2213 NORTH AVENUE NORTAV 0400 WEST ST 246' W/F BUENA VISTA AV 2 Residential/Local 930 32 29,760 AC 11/28/2022 2214 MADERA STREET MADEST 0300 RAMON ST 69TH ST 2 Collector 1591 47 74,777 AC 11/18/2022 2115 PERGL STREET PERGST 0100 N CDS S CDS 2 Residential/Local 505 34 17,170 AC 11/28/2022 2116 BROADWAY BROADW 1100EB WASHINGTON AV LEMON GROVE WY 2 Arterial 891 30 26,730 AC 11/30/2022 2017 CEDRAL PLACE CEDRPL 0100 W CDS E CDS 2 Residential/Local 611 34 20,774 AC 11/22/2022 2018 DAYTON DRIVE DAYTDR 0400 151' S/O NICHALS ST EL ROY DR 2 Residential/Local 982 29 28,478 AC 11/30/2022 2019 HIBISCUS DRIVE HIBIDR 0100 CENTRAL AV S CDS 2 Residential/Local 1267 40 50,680 AC 11/28/2022 2020 LANSING DRIVE LANSDR 0100 CANTON DR SKYLINE DR 2 Collector 1796 25 44,900 AC 11/30/2022 2021 MADERA STREET MADEST 0200 MASSACHUSETTS AV RAMON ST 2 Collector 1555 54 83,970 AC 11/18/2022 2022 MC KNIGHT STREET MCKNST 0100 N END MT VERNON ST 2 Residential/Local 385 27 10,395 AC 11/28/2022 2023 OLIVE STREET OLIVST 0300 BROADWAY PACIFIC AV 2 Residential/Local 644 38 24,472 AC 11/28/2022 2024 SKYLINE DRIVE SKYLDR 0400 ALTON DR CANTON DR 3 Collector 2050 62 127,100 AC/AC 11/18/2022 2025 BROADWAY BROADW 0400WB LEMON GROVE WY WASHINGTON ST 2 Arterial 891 37 32,967 AC 11/30/2022 1926 GLENCOE DRIVE GLENDR 0400 CALVOCADO ST HUGHES ST 1 Residential/Local 653 22 14,366 AC 12/12/2022 1927 HARRIS STREET HARRST 0100 NORTH AV BROADWAY 2 Residential/Local 644 38 24,472 AC 11/28/2022 1928 IDA STREET IDASTR 0100 CORONA ST E CDS 2 Residential/Local 235 33 7,755 AC 11/28/2022 1929 NICHALS STREET NICHST 0100 GLENCOE DR 611' N/O GLENCOE DR 2 Residential/Local 611 31 18,941 AC 12/2/2022 1930 VISTA AVENUE VISTAV 0300 PACIFIC AV CENTRAL AV 2 Residential/Local 979 24 23,496 AC 11/30/2022 1931 FAIRHAVEN STREET FAIHST 0100 EL DORA ST GLENCOE DR 2 Residential/Local 1262 30 37,860 AC 12/1/2022 1832 FISHER LANE FISHLN 0100 CENTRAL AV ROOSEVELT AV 1 Residential/Local 634 14 8,876 AC 11/28/2022 1833 LINCOLN STREET LINCST 0400 JULIE LYNN WY WASHINGTON ST 2 Collector 777 24 18,648 AC 11/30/2022 1834 NORTH AVENUE NORTAV 0500 BUENA VISTA AV OLIVE ST 2 Residential/Local 630 26 16,380 AC 11/28/2022 1835 PACIFIC AVENUE PACIAV 0100 VISTA AV CITRUS ST 2 Residential/Local 250 22 5,500 AC 11/28/2022 1836 SKYLINE DRIVE SKYLDR 0100 LINCOLN ST PALM ST 3 Collector 1377 66 90,882 AC 11/18/2022 1837 WASHINGTON STREET WASHST 0100 BROADWAY 290' S/O BROADWAY 2 Collector 290 34 9,860 AC 12/1/2022 1838 ACACIA STREET ACACST 0100 GOLDEN AV S CDS 2 Residential/Local 644 33 21,252 AC/AC 11/30/2022 1639 BROADWAY BROADW 0500WB WASHINGTON ST KEMPF ST 2 Arterial 1031 39 40,209 AC 11/30/2022 1640 MAIN STREET MAINST 0800 MT VERNON ST S CDS 2 Residential/Local 1759 28 49,252 AC 11/28/2022 1641 BONITA STREET BONIST 0400 BERYL ST EL PRADO AV 2 Residential/Local 1215 28 34,020 AC 11/22/2022 1542 BROADWAY BROADW 1000EB KEMPF ST WASHINGTON ST 3 Arterial 1031 41 42,271 AC 11/30/2022 1543 MADISON AVENUE MADIAV 0300 CYPRESS AV OLIVE ST 2 Residential/Local 354 26 9,204 AC 11/28/2022 1544 ALTON DRIVE ALTODR 0700 DEBCO DR EOP 2 Residential/Local 160 15 2,400 AC 11/30/2022 1445 CARLISLE DRIVE CARLDR 0100 W CITY LIMIT SKYLINE DR 2 Residential/Local 525 34 17,850 AC 11/30/2022 1446 LONGDALE DRIVE LONGDR 0200 SKYLINE DR E CDS 2 Residential/Local 844 34 28,696 AC 12/2/2022 1447 FEDERAL BOULEVARD FEDEBL 0500EB 422' W/O COLLEGE AV COLLEGE AV 2 Collector 422 42 17,724 AC 11/30/2022 1348 DAVIDSON AVENUE DAVIAV 0200 BUENA VISTA AV MAIN ST 2 Residential/Local 351 22 7,722 AC 11/28/2022 1249 KEMPF STREET KEMPST 0100NB GOLDEN AV BROADWAY 2 Collector 306 32 9,792 AC 11/30/2022 1250 KEMPF STREET KEMPST 0200 GOLDEN AV DARRYL ST 3 Collector 831 49 40,719 AC 11/30/2022 1251 BLOSSOM LANE BLOSLN 0100EB W END WASHINGTON ST 1 Residential/Local 821 21 17,241 AC 12/12/2022 1152 KEMPF STREET KEMPST 0300 DARRYL ST LINCOLN ST 49 Collector 497 49 24,353 AC 11/30/2022 1153 MAIN STREET MAINST 0400 CENTRAL AV BURNELL AV 2 Residential/Local 790 31 24,490 AC 11/28/2022 1154 MERCURY DRIVE MERCDR 0100 LEMONWOOD LN SAN MIGUEL AV 2 Residential/Local 808 34 27,472 AC 11/28/2022 1155 MT VERNON STREET MTVEST 1200 DEBCO DR GOLDEN AV 2 Collector 7726 40 309,040 AC 12/1/2022 11 19 of 20
Appendix B
2023 PMP Update
PCI List
Streets with PCI below 25
# Street Name Street ID Section ID Beg Location End Location Lanes Functional Class Length (ft) Width (ft) Area (sf) Surface Type PCI Date Inspected PCI 56 MT VERNON STREET MTVEST 1300 GOLDEN AV LAWTON ST 2 Collector 767 33 25,311 AC 12/1/2022 1157 PACIFIC AVENUE PACIAV 0200 CITRUS ST HARRIS ST 2 Residential/Local 504 34 17,136 AC 11/28/2022 1158 BUENA VISTA AVENUE BUVIAV 0100 NORTH AV BROADWAY 2 Collector 654 37 24,198 AC 11/30/2022 ≤10 59 ALTON DRIVE ALTODR 0600 WASHINGTON ST DEBCO DR 2 Collector 617 21 12,957 AC 11/30/2022 ≤1060 BROADWAY BROADW 0300WB SWEETWATER RD LEMON GROVE WY 2 Arterial 502 36 18,072 AC 11/30/2022 ≤10 61 GLEBE ROAD GLEBRD 0100 FISHER LN SAN MIGUEL AV 2 Residential/Local 747 34 25,398 AC 11/28/2022 ≤10 62 LA CORTA STREET LACOST 0100 CALLE ENTRE MASSACHUSETTS AV 2 Residential/Local 593 33 19,569 AC 11/28/2022 ≤1063 PACIFIC AVENUE PACIAV 0500 NEW JERSEY AV BUENA VISTA AV 2 Residential/Local 626 38 23,788 AC 11/28/2022 ≤1064 BROADWAY BROADW 1200EB LEMON GROVE WY SWEETWATER RD 2 Arterial 502 30 15,060 AC 11/30/2022 ≤1065 NOBLE STREET NOBLST 0100 LAWFORD PL E DORA ST 2 Residential/Local 1313 23 30,199 AC 12/2/2022 ≤1066 GLENCOE DRIVE GLENDR 0100SB ATON DR ELDORA ST 1 Residential/Local 521 17 8,857 AC 12/21/2022 ≤1067 MAIN STREET MAINST 0900 SAN PASQUAL ST MASSACHUSETTS AV 2 Residential/Local 448 37 16,576 AC 11/28/2022 ≤10 68 MT VERNON STREET MTVEST 1100 WASHINGTON ST DEBCO DR 2 Collector 546 39 21,294 AC 12/1/2022 ≤1069 WASHINGTON STREET WASHST 0200 GOLDEN AV 188' N/O GOLDEN AV 1 Collector 188 32 6,016 AC 12/1/2022 ≤10 70 69TH STREET 69THST 0300 DARTMOOR DR MADERA ST 2 Collector 1107 25 27,675 AC 11/30/2022 ≤1071 LAWTON DRIVE LAWTDR 0100 MT VERNON ST S CDS 2 Residential/Local 709 28 19,852 AC 12/2/2022 ≤1072 WEST STREET WESTST 0100 NORTH AV BROADWAY 2 Residential/Local 634 34 21,556 AC 11/30/2022 ≤10 73 BLOSSOM LANE BLOSLN 0100WB WASHINGTON ST W END 1 Residential/Local 821 21 17,241 AC 12/12/2022 ≤1074 ILDICA STREET ILDIST 0100 BLOSSOM LN CAMINO DE LAS PALMAS 3 Residential/Local 1580 62 97,960 AC 11/21/2022 ≤10 75 LEMON GROVE WAY LEGRWY 0400 COLUMBUS PL BROADWAY 2 Collector 762 45 34,290 AC 11/30/2022 ≤1076 MADISON AVENUE MADIAV 0100 W END NEW JERSEY AV 2 Residential/Local 486 26 12,636 AC 11/28/2022 ≤1077 BERYL STREET BERYST 0100 BONITA ST EL PRADO AV 2 Residential/Local 554 22 12,188 AC 11/22/2022 ≤1078 BERYL STREET BERYST 0200 EL PRADO AV MAIN ST 2 Residential/Local 566 30 16,980 AC 11/22/2022 ≤1079 CYPRESS AVENUE CYPRAV 0100 CENTRAL AV BURNELL AV 2 Residential/Local 814 23 18,722 AC 11/22/2022 ≤1080 DAYTONA STREET DAYTST 0100 ALFORD ST HARRIS ST 2 Residential/Local 242 16 3,872 AC 11/28/2022 ≤10 81 LINCOLN PLACE LINCPL 0100 HUGHES ST ZEMCO DR 2 Residential/Local 545 20 10,900 AC 12/2/2022 ≤10 82 NIDA PLACE NIDAPL 0100 PALM AV S CDS 2 Residential/Local 483 28 13,524 AC 12/2/2022 ≤1083 OLIVE STREET OLIVST 0100 N CDS NORTH AV 2 Residential/Local 303 30 9,090 AC 11/28/2022 ≤10 84 CALLE ENTRE CALENT 0100 PRIMERA ST LA CORTA ST 2 Residential/Local 268 33 8,844 AC 11/22/2022 ≤1085 CORONA STREET COROST 0100 CENTRAL AV ROOSEVELT AV 2 Residential/Local 637 21 13,377 AC 11/22/2022 ≤10 86 CRESTLINE DRIVE CRESDR 0100 PALM ST HAVEN DR 2 Residential/Local 765 33 25,245 AC 12/12/2022 ≤1087 HAVEN DRIVE HAVEDR 0100 CRESTLINE DR MULDER ST 2 Residential/Local 280 23 6,440 AC 11/21/2022 ≤10 88 HUGHES STREET HUGHST 0100 LINCOLN PL GLENCOE DR 2 Residential/Local 801 25 20,025 AC 11/21/2022 ≤10 89 LESTER STREET LESTST 0100 LEMON GROVE AV GROVE ST 2 Residential/Local 884 30 26,520 AC 12/2/2022 ≤10 90 MC KNIGHT STREET MCKNST 0300 CAMELOT CT SAN PASQUAL ST 2 Residential/Local 634 30 19,020 AC 11/28/2022 ≤10 91 NORTH AVENUE NORTAV 0300 HARRIS ST WEST ST 2 Residential/Local 368 25 9,200 AC 11/28/2022 ≤1092 PACIFIC AVENUE PACIAV 0600 BUENA VISTA AV OLIVE ST 2 Residential/Local 618 38 23,484 AC 11/28/2022 ≤1093 BERRYLAND COURT BERRCT 0100 N CDS SAN PASQUAL ST 2 Residential/Local 688 33 22,704 AC 12/23/2022 ≤10 94 MERCURY DRIVE MERCDR 0200 SAN MIGUEL AV ROSEMARY LN 2 Residential/Local 784 34 26,656 AC 11/28/2022 ≤1095 PRIMERA STREET PRIMST 0100 CALLE ENTRE MASSACHUSETTS AV 2 Residential/Local 385 33 12,705 AC 11/28/2022 ≤1096 SWEETWATER WAY SWEEWY 0100 BROADWAY S CDS 2 Residential/Local 770 30 23,100 AC 12/2/2022 ≤10 97 BUENA VISTA AVENUE BUVIAV 0500 DAVIDSON AV MAIN ST 2 Residential/Local 604 31 18,724 AC 11/22/2022 ≤10 98 CYPRESS AVENUE CYPRAV 0200 BURNELL AV SAN MIGUEL AV 2 Residential/Local 560 24 13,440 AC 11/22/2022 ≤1099 LEMON AVENUE LEMOAV 0100 BUENA VISTA AV OLIVE ST 2 Residential/Local 613 33 20,229 AC 11/28/2022 ≤10 100 NORTH AVENUE NORTAV 0100 BROADWAY MASSACHUSETTS AV 2 Residential/Local 2005 25 50,125 AC 11/28/2022 ≤10101 SAN PASQUAL COURT SAPACT 0100 NW END SAN PASQUAL ST 2 Residential/Local 362 30 10,860 AC 11/28/2022 ≤10102 BURNELL AVENUE BURNAV 0100 CYPRESS AV OLIVE ST 2 Residential/Local 323 29 9,367 AC 11/22/2022 ≤10 103 DEBCO DRIVE DEBCDR 0200 ROBBIE WY ALTON DR 2 Residential/Local 607 33 20,031 AC 11/30/2022 ≤10104 DREW LANE DREWLN 0100 N CDS SAN MIGUEL AV 2 Residential/Local 979 33 32,307 AC 11/28/2022 ≤10105 MC KNIGHT STREET MCKNST 0200 MT VERNON ST CAMELOT CT 2 Residential/Local 796 30 23,880 AC 11/28/2022 ≤10 20 of 20
Appendix C

MAINTENANCE AND REHABILITATION (M&R) DECISION TREE
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Appendix C Decision Tree
Functional Class Surface Condition Category Treatment Type Treatment Cost/Sq Yd*,
except Seal
Cracks in LF:

Yrs
Between
Crack
Seals
Yrs Between
Surface Seals
# of Surface
Seals before
Overlay
Arterial AC I - Very Good Crack Treatment DO NOTHING $0.00 N/A Surface Treatment CRACK SEAL + SLURRY SEAL $5.00 7Restoration Treatment DO NOTHING $0.00 N/A II - Good, Non-Load Related CRACK SEAL+(2") OL $25.00III - Good, Load Related HMA(2")+DIGOUTS $29.00 IV - Poor MILL(2")+HMA(2") OL+DIGOUTS $43.00V - Very Poor RECONSTRUCT STRUCTURE (AC) $120.00 AC/AC I - Very Good Crack Treatment DO NOTHING $0.00 N/A Surface Treatment CRACK SEAL + SLURRY SEAL $5.00 7Restoration Treatment DO NOTHING $0.00 N/A II - Good, Non-Load Related CRACK SEAL+(2") OL $25.00III - Good, Load Related HMA(2")+DIGOUTS $29.00 IV - Poor MILL(2")+HMA(2") OL+DIGOUTS $43.00V - Very Poor RECONSTRUCT STRUCTURE (AC) $120.00 AC/PCC I - Very Good Crack Treatment DO NOTHING $0.00 N/A Surface Treatment DO NOTHING $0.00 9Restoration Treatment DO NOTHING $0.00 N/A II - Good, Non-Load Related DO NOTHING $0.00III - Good, Load Related DO NOTHING $0.00IV - Poor DO NOTHING $0.00V - Very Poor DO NOTHING $0.00 Functional Class and Surface combination not usedSelected Treatment is not a Surface Seal *Note: Cost per sqaure yard is with repect to the entire surface area of the pavement section and not exclusive to the distressed portion of the surface area. 1 of 8 Printed: 3/29/2023
Appendix C Decision Tree
Functional Class Surface Condition Category Treatment Type Treatment Cost/Sq Yd*,
except Seal
Cracks in LF:

Yrs
Between
Crack
Seals
Yrs Between
Surface Seals
# of Surface
Seals before
Overlay
Arterial PCC I - Very Good Crack Treatment DO NOTHING $0.00 3 Surface Treatment DO NOTHING $0.00 15Restoration Treatment DO NOTHING $0.00 N/A II - Good, Non-Load Related DO NOTHING $0.00III - Good, Load Related DO NOTHING $0.00IV - Poor DO NOTHING $0.00V - Very Poor DO NOTHING $0.00 ST I - Very Good Crack Treatment DO NOTHING $0.00 9
Surface Treatment DO NOTHING $0.00 15Restoration Treatment DO NOTHING $0.00 N/A II - Good, Non-Load Related DO NOTHING $0.00III - Good, Load Related DO NOTHING $0.00IV - Poor DO NOTHING $0.00V - Very Poor DO NOTHING $0.00 Functional Class and Surface combination not usedSelected Treatment is not a Surface Seal *Note: Cost per sqaure yard is with repect to the entire surface area of the pavement section and not exclusive to the distressed portion of the surface area. 2 of 8 Printed: 3/29/2023
Appendix C Decision Tree
Functional Class Surface Condition Category Treatment Type Treatment Cost/Sq Yd,
except Seal
Cracks in LF:

Yrs
Between
Crack
Seals
Yrs Between
Surface Seals
# of Surface
Seals before
Overlay
Collector AC I - Very Good Crack Treatment DO NOTHING $0.00 N/A Surface Treatment CRACK SEAL + SLURRY SEAL $5.00 7Restoration Treatment DO NOTHING $0.00 3 II - Good, Non-Load Related SLURRY, TYPE II WITH DIGOUTS $8.00 7III - Good, Load Related HMA(2")+DIGOUTS $27.00 IV - Poor MILL(1.5")+HMA(2")+DIGOUTS $40.00V - Very Poor RECONSTRUCT STRUCTURE (AC) $115.00 AC/AC I - Very Good Crack Treatment DO NOTHING $0.00 N/A Surface Treatment CRACK SEAL + SLURRY SEAL $5.00 7Restoration Treatment DO NOTHING $0.00 N/A II - Good, Non-Load Related SLURRY, TYPE II WITH DIGOUTS $8.00 7III - Good, Load Related HMA(2")+DIGOUTS $27.00 IV - Poor MILL(1.5")+HMA(2")+DIGOUTS $40.00V - Very Poor RECONSTRUCT STRUCTURE (AC) $115.00 AC/PCC I - Very Good Crack Treatment DO NOTHING $0.00 N/A Surface Treatment DO NOTHING $0.00 7Restoration Treatment DO NOTHING $0.00 3 II - Good, Non-Load Related DO NOTHING $0.00III - Good, Load Related DO NOTHING $0.00IV - Poor DO NOTHING $0.00V - Very Poor DO NOTHING $0.00 Functional Class and Surface combination not usedSelected Treatment is not a Surface Seal *Note: Cost per sqaure yard is with repect to the entire surface area of the pavement section and not exclusive to the distressed portion of the surface area. 3 of 8 Printed: 3/29/2023
Appendix C Decision Tree
Functional Class Surface Condition Category Treatment Type Treatment Cost/Sq Yd*,
except Seal
Cracks in LF:

Yrs
Between
Crack
Seals
Yrs Between
Surface Seals
# of Surface
Seals before
Overlay
Collector PCC I - Very Good Crack Treatment DO NOTHING $0.00 9 Surface Treatment DO NOTHING $0.00 15Restoration Treatment DO NOTHING $0.00 N/A II - Good, Non-Load Related SEAL CRACKS $1.00III - Good, Load Related DEEP PATCH** $37.00 IV - Poor DEEP PATCH** $66.00V - Very Poor RECONSTRUCT STRUCTURE (PCC) $132.00 ST I - Very Good Crack Treatment DO NOTHING $0.00 9
Surface Treatment DO NOTHING $0.00 15Restoration Treatment DO NOTHING $0.00 N/A II - Good, Non-Load Related DO NOTHING $0.00III - Good, Load Related DO NOTHING $0.00IV - Poor DO NOTHING $0.00V - Very Poor DO NOTHING $0.00 Functional Class and Surface combination not usedSelected Treatment is not a Surface Seal **Note: the unit cost of the 'Deep Patch' treatment on 'Very Poor' pavements is expected to 80% high than on 'Poor' pavements because a relatively larger percentage of the overall pavement area will be distress and in need of patching.*Note: Cost per sqaure yard is with repect to the entire surface area of the pavement section and not exclusive to the distressed portion of the surface area. 4 of 8 Printed: 3/29/2023
Appendix C Decision Tree
Functional Class Surface Condition Category Treatment Type Treatment Cost/Sq Yd*,
except Seal
Cracks in LF:

Yrs
Between
Crack
Seals
Yrs Between
Surface Seals
# of Surface
Seals before
Overlay
Residential/Local AC I - Very Good Crack Treatment DO NOTHING $0.00 N/A Surface Treatment CRACK SEAL + SLURRY SEAL $4.50 7Restoration Treatment DO NOTHING $0.00 3 II - Good, Non-Load Related SLURRY SEAL $4.50III - Good, Load Related CAPE SEAL + DIGOUTS $10.00 7 IV - Poor MILL(1.5")+HMA(2")+DIGOUTS $36.00V - Very Poor RECONSTRUCT STRUCTURE (AC) $71.00 AC/AC I - Very Good Crack Treatment DO NOTHING $0.00 N/A Surface Treatment CRACK SEAL + SLURRY SEAL $4.50 7Restoration Treatment DO NOTHING $0.00 3 II - Good, Non-Load Related CRACK SEAL + SLURRY SEAL $4.50III - Good, Load Related CAPE SEAL + DIGOUTS $10.00 7 IV - Poor MILL(1.5")+HMA(2")+DIGOUTS $36.00V - Very Poor RECONSTRUCT STRUCTURE (AC) $71.00 AC/PCC I - Very Good Crack Treatment DO NOTHING $0.00 N/A Surface Treatment DO NOTHING $0.00 8Restoration Treatment DO NOTHING $0.00 N/A II - Good, Non-Load Related DO NOTHING $0.00III - Good, Load Related DO NOTHING $0.00IV - Poor DO NOTHING $0.00V - Very Poor DO NOTHING $0.00 Functional Class and Surface combination not usedSelected Treatment is not a Surface Seal *Note: Cost per sqaure yard is with repect to the entire surface area of the pavement section and not exclusive to the distressed portion of the surface area. 5 of 8 Printed: 3/29/2023
Appendix C Decision Tree
Functional Class Surface Condition Category Treatment Type Treatment Cost/Sq Yd*,
except Seal
Cracks in LF:

Yrs
Between
Crack
Seals
Yrs Between
Surface Seals
# of Surface
Seals before
Overlay
Residential/Local PCC I - Very Good Crack Treatment DO NOTHING $0.00 4 Surface Treatment DO NOTHING $0.00 15Restoration Treatment DO NOTHING $0.00 N/A II - Good, Non-Load Related SEAL CRACKS $1.00III - Good, Load Related DEEP PATCH** $37.00 IV - Poor DEEP PATCH** $66.00V - Very Poor RECONSTRUCT STRUCTURE (PCC) $132.00 ST I - Very Good Crack Treatment DO NOTHING $0.00 9
Surface Treatment DO NOTHING $0.00 15Restoration Treatment DO NOTHING $0.00 N/A II - Good, Non-Load Related DO NOTHING $0.00III - Good, Load Related DO NOTHING $0.00IV - Poor DO NOTHING $0.00V - Very Poor DO NOTHING $0.00 Functional Class and Surface combination not usedSelected Treatment is not a Surface Seal *Note: Cost per sqaure yard is with repect to the entire surface area of the pavement section and not exclusive to the distressed portion of the surface area.**Note: the unit cost of the 'Deep Patch' treatment on 'Very Poor' pavements is expected to 80% high than on 'Poor' pavements because a relatively larger percentage of the overall pavement area will be distress and in need of patching. 6 of 8 Printed: 3/29/2023
Appendix C Decision Tree
Functional Class Surface Condition Category Treatment Type Treatment Cost/Sq Yd*,
except Seal
Cracks in LF:

Yrs
Between
Crack
Seals
Yrs Between
Surface Seals
# of Surface
Seals before
Overlay
Parking Lot AC I - Very Good Crack Treatment DO NOTHING $0.00 N/A Surface Treatment DO NOTHING $0.00 8Restoration Treatment DO NOTHING $0.00 N/A II - Good, Non-Load Related DO NOTHING $0.00III - Good, Load Related SLURRY, TYPE II WITH DIGOUTS $8.00 7IV - Poor HMA(2")+DIGOUTS $29.00V - Very Poor RECONSTRUCT SURFACE (AC) $71.00 AC/AC I - Very Good Crack Treatment DO NOTHING $0.00 4
Surface Treatment DO NOTHING $0.00 8Restoration Treatment DO NOTHING $0.00 3 II - Good, Non-Load Related DO NOTHING $0.00III - Good, Load Related DO NOTHING $0.00IV - Poor DO NOTHING $0.00V - Very Poor DO NOTHING $0.00 AC/PCC I - Very Good Crack Treatment DO NOTHING $0.00 4 Surface Treatment DO NOTHING $0.00 8Restoration Treatment DO NOTHING $0.00 3 II - Good, Non-Load Related DO NOTHING $0.00III - Good, Load Related DO NOTHING $0.00IV - Poor DO NOTHING $0.00V - Very Poor DO NOTHING $0.00 Functional Class and Surface combination not usedSelected Treatment is not a Surface Seal *Note: Cost per sqaure yard is with repect to the entire surface area of the pavement section and not exclusive to the distressed portion of the surface area. 7 of 8 Printed: 3/29/2023
Appendix C Decision Tree
Functional Class Surface Condition Category Treatment Type Treatment Cost/Sq Yd*,
except Seal
Cracks in LF:

Yrs
Between
Crack
Seals
Yrs Between
Surface Seals
# of Surface
Seals before
Overlay
Parking Lot PCC I - Very Good Crack Treatment DO NOTHING $0.00 9 Surface Treatment DO NOTHING $0.00 15Restoration Treatment DO NOTHING $0.00 N/A II - Good, Non-Load Related DO NOTHING $0.00III - Good, Load Related DO NOTHING $0.00IV - Poor DO NOTHING $0.00V - Very Poor DO NOTHING $0.00 ST I - Very Good Crack Treatment DO NOTHING $0.00 9
Surface Treatment DO NOTHING $0.00 15Restoration Treatment DO NOTHING $0.00 N/A II - Good, Non-Load Related DO NOTHING $0.00III - Good, Load Related DO NOTHING $0.00IV - Poor DO NOTHING $0.00V - Very Poor DO NOTHING $0.00 Functional Class and Surface combination not usedSelected Treatment is not a Surface Seal *Note: Cost per sqaure yard is with repect to the entire surface area of the pavement section and not exclusive to the distressed portion of the surface area. 8 of 8 Printed: 3/29/2023
Appendix D

BUDGET NEEDS
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Budget Needs Reports
The purpose of this module is to answer the question: If the City had all the money in the world, what sections should be fixed and how much will it cost? Based on the Maintenance & Rehabilitation (M&R) decision tree and the PCIs of the sections, the program will then select a maintenance or rehabilitation action and compute the total costs over a period of five years. The Budget Needs represents the “ideal world” funding levels, while the Budget Scenarios reports in the next section represent the most “cost effective” prioritization possible for the actual funding levels.

A budget needs analysis has been performed. The summary results from the analysis are shown below. An inflation factor of 3% was used to project the costs for the next five years. This report shows the total five-year budget that would be required to meet the City’s standards as exemplified in the M&R decision tree.

As indicated in the report, with a total cumulative budget of $6.04 million over the next five years the PCI of the street network will decrease from the current level of 58 to 53 by fiscal year (FY) 2027/28. If no treatments are programmed, the weighted average PCI is projected to deteriorate to 47 by FY 2027/28. Budget Needs reports included in this volume are listed below:
o Projected PCI/Cost Summary
o Preventative Maintenance Treatment/Cost Summary
o Rehabilitation Treatment/Cost Summary
Needs - Projected PCI/Cost Summary
This report summarizes and projects the City’s network PCI values over a five year period, both with and without treatments applied. These costs are based on those in the M&R decision tree. It also projects the costs over a five-year period.

Field Description
Year Year in the analysis period.

PCI Treated Projected network average PCI with all needed treatments applied.

PCI Untreated Projected network average PCI without any treatments applied.

PM Cost Total preventive maintenance treatment cost.

Rehab Cost Total rehabilitation treatment cost.

Cost The budget required for each year in the analysis period to meet the City’s standard as shown on the M&R decision tree.

Total Cost Total budget required over a five-year period.

Year PCI Treated PCI Untreated PM Cost Rehab Cost Cost
2023 92 57 $62,878 $41,163,460 $41,226,338
2024 88 54 $303,153 $452,190 $755,343
2025 86 51 $293,271 $856,696 $1,149,967
2026 86 49 $928,225 $250,428 $1,178,653
2027 84 47 $11,127 $50,343 $61,470
Total Cost
$44,371,771
PM Total Cost
$1,598,654
% PM

3.60% $42,773,117
Rehab Total Cost
Needs - Projected PCI/Cost
Summary
Printed: 3/29/2023
City of Lemon Grove
Interest: 0.00% Inflation: 3.00%
Criteria: 1 MTC StreetSaver
Needs - Preventive Maintenance Treatment/Cost Summary
This report summarizes each preventive maintenance treatment type, quantity of pavement affected, and total costs over the five-year period. It also summarizes the total quantities and costs over the next five years.

Field Description
Treatment Type of preventive maintenance treatments needed.

Year Year in the analysis period (i.e., 2021, 2022, 2023, etc.).

Area Treated Quantities in linear feet (Seal Cracks) or square yard (Slurry Seal).

Cost Maintenance treatment cost.

Treatment Year Area Treated Cost
CRACK SEAL + SLURRY SEAL 2023 13,734.44 sq. yd. $62,878 2024 65,208.89 sq. yd. $303,153
2025 58,278 sq. yd. $293,271
2026 177,368.78 sq. yd. $928,225
2027 2,147.22 sq. yd. $11,127
Total 316,737.33 $1,598,654
City of Lemon Grove Needs - Preventive Maintenance
Treatment/Cost Summary
Printed:
3/29/2023
Interest: 0.00% Inflation: 3.00%
Criteria: 1 MTC StreetSaver
Total Quantity 316,737.33 $1,598,654
Needs - Rehabilitation Treatment/Cost Summary
This report summarizes each rehabilitation treatment type, quantity of pavement affected, and total costs over the five-year period. It also summarizes the total quantities and costs over the next five years.

Field Description
Treatment Type of preventive maintenance treatments needed.

Year Year in the analysis period (i.e., 2021, 2022, 2023, etc.).

Area Treated Quantities in linear feet (Seal Cracks) or square yard (Slurry Seal).

Cost Maintenance treatment cost.

Treatment Year Area Treated Cost
CAPE SEAL + DIGOUTS 2023 12,443.78 sq.yd. $124,438
2024 23,600 sq.yd. $243,080
2025 17,781.22 sq.yd. $188,641
2026 20,625.44 sq.yd. $225,380
Total 74,450.44 sq.yd. $781,539
CRACK SEAL + SLURRY SEAL 2023 13,813.89 sq.yd. $62,163
2024 10,270 sq.yd. $47,601
2025 3,910 sq.yd. $18,667
2027 4,150.22 sq.yd. $21,020
Total 32,144.11 sq.yd. $149,450
CRACK SEAL+(2") OL 2023 4,681.67 sq.yd. $117,042
Total 4,681.67 sq.yd. $117,042
HMA(2")+DIGOUTS 2023 50,927.78 sq.yd. $1,400,454
2024 4,177.33 sq.yd. $116,172
2025 18,979.78 sq.yd. $543,662
Total 74,084.89 sq.yd. $2,060,288
MILL(1.5")+HMA(2")+DIGOUTS 2023 184,603.56 sq.yd. $6,895,705 2025 1,107.56 sq.yd. $42,300
Total 185,711.11 sq.yd. $6,938,005
MILL(2")+HMA(2") OL+DIGOUTS 2023 75,826.44 sq.yd. $3,260,537 Total 75,826.44 sq.yd. $3,260,537
SLURRY, TYPE II WITH DIGOUTS 2025 4,576.89 sq.yd. $38,845 Total 4,576.89 sq.yd. $38,845
RECONSTRUCT STRUCTURE (AC) 2023 318,958 sq.yd. $29,026,602 Total 318,958 sq.yd. $29,026,602
DEEP PATCH 2023 2,759 sq.yd. $156,912
Total 2,759 sq.yd. $156,912
SLURRY SEAL 2023 26,579.33 sq.yd. $119,607
2024 9,781.33 sq.yd. $45,336
2025 5,148.89 sq.yd. $24,581
2026 5,094 sq.yd. $25,049
2027 5,789.56 sq.yd. $29,323
Total 52,393.11 sq.yd. $243,896
Needs - Rehabilitation
Treatment/Cost Summary
Printed: 3/29/2023
City of Lemon Grove
Interest: 0.00% Inflation: 3.00%
Criteria: 1 MTC StreetSaver
Total Cost $42,773,117
Note: 'Digouts' are performed on only 3 to 5 percent of the pavement area depending on the functional class and condition category of the pavement.

Appendix E

BUDGET SCENARIO RESULTS
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Year Budget PM Year Budget PM Year Budget PM
2023 $1,160,000 $91,500
2024 $1,190,000 $303,500
2025 $1,200,000 $293,500
2026 $1,230,000 $928,500
2027 $1,260,000 $11,500
Projected Network Average PCI by Year
With Selected Treatment Treated Centerline
Miles
Treated Lane
Miles
Year Never Treated
2023 57 58 3.09 6.32
2024 54 56 4.57 9.21
2025 51 55 4.39 9.87
2026 49 53 9.21 19.94
2027 47 52 2.30 4.67
Percent Network Area by Functional Class and Condition Category Condition
Condition in base year 2023, prior to applying treatments.

Arterial Collector Res/Loc Other Total
I 8.3% 12.8% 23.7% 0.3% 45.0%
II / III 0.7% 2.9% 8.3% 0.1% 12.1%
IV 5.5% 4.7% 8.9% 0.5% 19.6%
V 1.8% 8.5% 12.9% 0.0% 23.2%
Total 16.4% 29.0% 53.8% 0.9% 100.0%
Condition
Condition in year 2023 after schedulable treatments applied.

Arterial Collector Res/Loc Other Total
I 9.9% 12.8% 25.2% 0.4% 48.3%
II / III 0.4% 2.9% 6.9% 0.1% 10.3%
IV 4.2% 4.7% 8.8% 0.4% 18.2%
V 1.8% 8.5% 12.9% 0.0% 23.2%
Total 16.4% 29.0% 53.8% 0.9% 100.0%
Condition
Condition in year 2027 after schedulable treatments applied.

Arterial Collector Res/Loc Other Total
I 11.3% 14.2% 25.0% 0.4% 50.9%
II / III 0.0% 0.5% 6.3% 0.1% 6.9%
IV 0.0% 2.0% 5.1% 0.2% 7.4%
V 5.1% 12.2% 17.3% 0.2% 34.9%
Total 16.4% 29.0% 53.8% 0.9% 100.0%
Scenario 1 - Network Condition Summary City of Lemon Grove Interest: 0.00% Inflation: 3.00% Printed: 3/29/2023
Scenario 1 - City's Existing Budget
Criteria: MTC StreetSaver
Scenarios Criteria:
1 Year Budget PM Year Budget PM Year Budget PM
2023 $2,320,000 3%
2024 $4,150,000 8%
2025 $4,500,000 7%
2026 $4,300,000 20%
2027 $3,800,000 1%
Projected Network Average PCI by Year
With Selected Treatment Treated Centerline
Miles
Treated Lane
Miles
Year Never Treated
2023 57 59 3.99 7.81
2024 54 60 9.32 18.92
2025 51 61 8.48 17.90
2026 49 62 11.85 24.76
2027 47 63 2.88 6.05
Percent Network Area by Functional Class and Condition Category Condition
Condition in base year 2023, prior to applying treatments.

Arterial Collector Res/Loc Other Total
I 8.3% 12.8% 23.7% 0.3% 45.0%
II / III 0.7% 2.9% 8.3% 0.1% 12.1%
IV 5.5% 4.7% 8.9% 0.5% 19.6%
V 1.8% 8.5% 12.9% 0.0% 23.2%
Total 16.4% 29.0% 53.8% 0.9% 100.0%
Condition
Condition in year 2023 after schedulable treatments applied.

Arterial Collector Res/Loc Other Total
I 10.1% 12.8% 26.3% 0.4% 49.5%
II / III 0.4% 2.9% 6.9% 0.1% 10.3%
IV 4.0% 4.7% 8.9% 0.4% 18.0%
V 1.8% 8.5% 11.7% 0.0% 22.1%
Total 16.4% 29.0% 53.8% 0.9% 100.0%
Condition
Condition in year 2027 after schedulable treatments applied.

Arterial Collector Res/Loc Other Total
I 11.3% 16.5% 38.9% 0.6% 67.3%
II / III 0.0% 0.1% 4.2% 0.1% 4.4%
IV 0.0% 0.1% 2.8% 0.2% 3.1%
V 5.1% 12.2% 7.8% 0.0% 25.1%
Total 16.4% 29.0% 53.8% 0.9% 100.0%
Scenario 2 - Network Condition Summary City of Lemon Grove Interest: 0.00% Inflation: 3.00% Printed: 3/29/2023
Scenario 2 - Increase by 1 PCI Point per Year
Criteria: MTC StreetSaver
Scenarios Criteria:
1 Year Budget PM Year Budget PM Year Budget PM
2023 $5,300,000 1%
2024 $5,300,000 5%
2025 $5,300,000 5%
2026 $5,300,000 17%
2027 $5,300,000 1%
Projected Network Average PCI by Year
With Selected Treatment Treated Centerline
Miles
Treated Lane
Miles
Year Never Treated
2023 57 62 9.01 17.92
2024 54 64 8.01 16.10
2025 51 65 8.56 17.86
2026 49 67 12.27 26.06
2027 47 70 4.97 9.93
Percent Network Area by Functional Class and Condition Category Condition
Condition in base year 2023, prior to applying treatments.

Arterial Collector Res/Loc Other Total
I 8.3% 12.8% 23.7% 0.3% 45.0%
II / III 0.7% 2.9% 8.3% 0.1% 12.1%
IV 5.5% 4.7% 8.9% 0.5% 19.6%
V 1.8% 8.5% 12.9% 0.0% 23.2%
Total 16.4% 29.0% 53.8% 0.9% 100.0%
Condition
Condition in year 2023 after schedulable treatments applied.

Arterial Collector Res/Loc Other Total
I 10.9% 14.9% 29.6% 0.4% 55.8%
II / III 0.4% 1.4% 6.8% 0.1% 8.7%
IV 3.2% 4.1% 5.6% 0.4% 13.4%
V 1.8% 8.5% 11.7% 0.0% 22.1%
Total 16.4% 29.0% 53.8% 0.9% 100.0%
Condition
Condition in year 2027 after schedulable treatments applied.

Arterial Collector Res/Loc Other Total
I 11.3% 17.1% 46.8% 0.6% 75.8%
II / III 0.0% 0.1% 4.2% 0.1% 4.4%
IV 0.0% 0.1% 1.1% 0.2% 1.5%
V 5.1% 11.6% 1.6% 0.0% 18.3%
Total 16.4% 29.0% 53.8% 0.9% 100.0%
Scenario 3 - Network Condition Summary City of Lemon Grove Interest: 0.00% Inflation: 3.00% Printed: 3/29/2023
Scenario 3 - Increase PCI by 5 Points
Criteria: MTC StreetSaver
Scenarios Criteria:
1 Appendix F
SCENARIO 1 - SECTION SELECTED FOR TREATMENT
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Sections Selected for Treatment
Based on the recommended annual budget of $1.16 million to $1.26 million (Scenario 1), the “Sections Selected for Treatment” list provides the City with potential candidates for treatment based on each section’s functional classification, PCI, treatment history, and available funding.

This list should not be blindly followed when preparing a street maintenance program. Engineering judgment and project-level analysis should be applied to ensure that the treatment is appropriate and cost-effective.

Year Budget PM Year Budget PM Year Budget PM
2023 $1,160,000 $91,500
2024 $1,190,000 $303,500
2025 $1,200,000 $293,500
2026 $1,230,000 $928,500
2027 $1,260,000 $11,500
Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2023

CINDERELLA PLACE CINDERELLA ST WASHINGTON
ST
CINDPL 0100 R AC $34,188 21,517 MILL(1.
5")+HMA(2")+DIGOUTS
259 33 8,547 41 42 100
Treatment Total $34,188

BERRY STREET PARK
LOT

MOUNT VERNON
ST
S END BERLOT 0100 245 40 9,800 O AC 46 47 100 $31,578 25,935 HMA(2")+DIGOUTS

LEMON GROVE
AVENUE
SAN MIGUEL AV CYPRESS AV LEGRAV 0600SB 192 38 7,296 A AC/AC 66 67 100 $23,509 27,927 HMA(2")+DIGOUTS

MASSACHUSETTS
AVENUE
PACIFIC AV BROADWAY MASSAV 0200NB 316 36 11,376 A AC 69 70 100 $36,656 27,357 HMA(2")+DIGOUTS Treatment Total $91,743
BROADWAY SWEETWATER RD 1222' E/O

SWEETWATER
RD
BROADW 1300EB A AC $180,992 25,817 MILL(2")+HMA(2")
OL+DIGOUTS
1,222 31 37,882 42 43 100

BROADWAY MASSACHUSETTS
AV
NORTH AV BROADW 1400WB A AC $251,044 26,049 MILL(2")+HMA(2") OL+DIGOUTS
1,642 32 52,544 40 41 100

LEMON GROVE
AVENUE
1650' N/O CANTON
DR
MT VERNON ST LEGRAV 0300NB A AC/AC $275,917 26,043 MILL(2")+HMA(2") OL+DIGOUTS
1,650 35 57,750 40 41 100

LEMON GROVE
AVENUE
CYPRESS AV SAN MIGUEL AV LEGRAV 0500NB A AC/AC $32,107 25,799 MILL(2")+HMA(2") OL+DIGOUTS
192 35 6,720 42 43 100

MASSACHUSETTS
AVENUE
BROADWAY PACIFIC AV MASSAV 0200SB A AC/AC $39,254 25,357 MILL(2")+HMA(2") OL+DIGOUTS
316 26 8,216 45 46 100
Treatment Total $779,313

MASSACHUSETTS
AVENUE
BROADWAY N CITY LIMIT MASSAV 0100NB 867 29 25,143 A AC 67 68 100 $69,842 33,243 CRACK SEAL+(2") OL Treatment Total $69,842
AVALON WAY TANGELOS PL SAN ALTOS PL AVALWY 0100 R AC $17,292 42,515 CRACK SEAL +

SLURRY SEAL
1,048 33 34,584 87 87 93
DREXEL COURT DREXEL DR E CDS DREXCT 0100 R AC/AC $6,315 61,643 CRACK SEAL +

SLURRY SEAL
421 30 12,630 86 86 92
ENSENADA STREET BARTON DR ALTON DR ENSEST 0300 R AC/AC $11,460 39,901 CRACK SEAL +

SLURRY SEAL
764 30 22,920 70 70 79
FAIRFAX DRIVE CANTON DR LANSING DR FAIRDR 0100 R AC/AC $4,488 41,279 CRACK SEAL +

SLURRY SEAL
359 25 8,975 70 70 79
GREEN LAKE ROAD GOLDEN LAKE RD E CDS GRLARD 0100 R AC $3,248 25,881 CRACK SEAL +

SLURRY SEAL
224 29 6,496 85 86 92
Interest: 0.00%
City of Lemon Grove Scenario 1 - Sections Selected for Treatment Inflation: 3.00% Printed: 3/29/2023
Scenario 1 - City's Existing Budget
Scenarios Criteria:

Note: PCI Before is dated to January 1st of the project year, while current PCI is as of 3/292023 1 MTC StreetSaver Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2023
MYRA STREET LONGDALE DR PALM AV MYRAST 0100 R AC/AC $7,656 38,619 CRACK SEAL +

SLURRY SEAL
464 33 15,312 87 87 93

NICHALS STREET DAYTON DR ENGLEWOOD
DR
NICHST 0300 R AC/AC $10,447 66,361 CRACK SEAL +

SLURRY SEAL
674 31 20,894 82 82 89
ROBBIE WAY DEBCO DR E CDS ROBBWY 0100 R AC $7,191 34,172 CRACK SEAL +

SLURRY SEAL
423 34 14,382 79 80 88
WASHINGTON STREET BLOSSOM LN CANTON DR WASHST 0900 C AC $10,729 28,936 CRACK SEAL +

SLURRY SEAL
568 34 19,312 87 88 94
Treatment Total $78,825
AMBER PLACE W CDS JAYNA PL AMBEPL 0100 384 34 13,056 R AC 60 61 71 $6,528 29,965 SLURRY SEAL

CAMINO DE LAS
PALMAS
PALM ST (ART) PALM ST (RES) CDLPLM 0100 460 37 17,020 R AC 68 69 78 $8,510 33,543 SLURRY SEAL CIRCLE DRIVE W CDS E CDS CIRCDR 0100 799 28 22,372 R AC 61 62 72 $11,186 30,401 SLURRY SEAL EL VERDE COURT ILDICA ST S CDS ELVECT 0100 144 30 4,320 R AC 62 63 73 $2,160 30,866 SLURRY SEAL EPPICK COURT W CDS OSAGA DR EPPICT 0100 430 28 12,040 R AC 65 65 75 $6,020 41,443 SLURRY SEAL FLORINE ROAD WESTVIEW PL CENTRAL AV FLORRD 0100 796 34 27,064 R AC 69 70 79 $13,532 33,992 SLURRY SEAL SONOMA LANE N CDS MADERA ST SONOLN 0100 1,134 34 38,556 R AC 64 65 75 $19,278 31,787 SLURRY SEAL VISTA AVENUE BROADWAY PACIFIC AV VISTAV 0200 330 34 11,220 R AC 69 70 79 $5,610 33,996 SLURRY SEAL Treatment Total $72,824
Year 2023 Area Total 526,427 Year 2023 Total $1,126,735 Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2024
CENTRAL AVENUE LEMON GROVE AV SCHOOL LN CENTAV 0800 338 38 12,844 C AC 70 68 100 $39,688 23,266 HMA(2")+DIGOUTS FEDERAL BOULEVARD 411' W/O CENTRAL
AV
CENTRAL AV FEDEBL 0300 411 70 28,770 C AC 69 67 100 $88,899 23,666 HMA(2")+DIGOUTS SWEETWATER ROAD BROADWAY 1354' S/O

BROADWAY
SWEERD 0100SB 1,354 37 50,098 C AC 64 62 100 $154,803 25,467 HMA(2")+DIGOUTS Treatment Total $283,390
BROADWAY GROVE ST KEMPF ST BROADW 0900EB A AC/AC $62,006 24,422 MILL(2")+HMA(2") OL+DIGOUTS
350 36 12,600 49 47 100

LEMON GROVE
AVENUE
S CITY LIMIT CANTON DR LEGRAV 0100NB A AC/AC $265,902 25,304 MILL(2")+HMA(2") OL+DIGOUTS
1,743 31 54,033 43 41 100

LEMON GROVE
AVENUE
NORTH AV BROADWAY LEGRAV 0200SB A AC $99,328 25,091 MILL(2")+HMA(2") OL+DIGOUTS
696 29 20,184 45 42 100
Interest: 0.00%
City of Lemon Grove Scenario 1 - Sections Selected for Treatment Inflation: 3.00% Printed: 3/29/2023
Scenario 1 - City's Existing Budget
Scenarios Criteria:

Note: PCI Before is dated to January 1st of the project year, while current PCI is as of 3/29/2023 2 MTC StreetSaver Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2024

LEMON GROVE
AVENUE
CENTRAL AV GOLDEN AV LEGRAV 0700NB A AC/AC $154,557 25,303 MILL(2")+HMA(2") OL+DIGOUTS
1,083 29 31,407 43 41 100
Treatment Total $581,793
LAWFORD COURT N CDS LAWFORD PL LAWFCT 0100 106 62 6,572 R AC/AC 71 69 79 $7,521 17,764 CAPE SEAL + DIGOUTS Treatment Total $7,521
69TH STREET MADERA ST EVELYN ST 69THST 0400 R AC/AC $5,006 37,968 CRACK SEAL +

SLURRY SEAL
486 20 9,720 75 74 83
ALBERDI DRIVE EL PRADO AV SAN ALTOS PL ALBEDR 0100 R AC/AC $6,129 62,135 CRACK SEAL +

SLURRY SEAL
350 34 11,900 83 82 89
BURNELL AVENUE OLIVE ST MAIN ST BURNAV 0200 R AC/AC $3,790 37,968 CRACK SEAL +

SLURRY SEAL
223 33 7,359 75 74 83
CORTA DEL SUR PRIMERA ST E CDS CODESU 0100 R AC $2,679 34,070 CRACK SEAL +

SLURRY SEAL
153 34 5,202 74 73 82
COLLEGE AVENUE FEDERAL BL N CITY LIMIT COLLAV 0200NB A AC $9,100 24,663 CRACK SEAL +

SLURRY SEAL
513 31 15,903 90 88 94
CYPRESS AVENUE MT VERNON ST ALTON DR CYPRAV 0400 R AC/AC $13,832 36,028 CRACK SEAL +

SLURRY SEAL
1,033 26 26,858 87 86 92
DEBORAH PLACE LONGDALE DR LONGDALE DR DEBOPL 0100 R AC/AC $10,961 58,985 CRACK SEAL +

SLURRY SEAL
626 34 21,284 81 80 88
EL DORA STREET FAIRHAVEN ST ALTON DR ELDOST 0200 R AC/AC $27,362 53,722 CRACK SEAL +

SLURRY SEAL
1,771 30 53,130 79 78 86

EL PRADO AVENUE MASSACHUSETTS
AV
RAMON ST ELPRAV 0400 R AC/AC $19,454 54,022 CRACK SEAL +

SLURRY SEAL
1,111 34 37,774 80 79 87
EL PRADO AVENUE RAMON ST ALBERDI DR ELPRAV 0500 R AC/AC $34,390 41,311 CRACK SEAL +

SLURRY SEAL
1,964 34 66,776 74 73 81
GOLD LAKE ROAD GREEN LAKE RD MT VERNON ST GOLARD 0100 R AC $18,228 17,840 CRACK SEAL +

SLURRY SEAL
1,041 34 35,394 90 89 94
LA CORTA CIRCLE LA CORTA ST LA CORTA ST LACOCI 0100 R AC/AC $22,485 62,181 CRACK SEAL +

SLURRY SEAL
1,180 37 43,660 83 82 89

LA CORTA STREET MASSACHUSETTS
AV
RAMON ST LACOST 0200 R AC/AC $18,963 31,124 CRACK SEAL +

SLURRY SEAL
1,083 34 36,822 86 84 91
LA CORTA STREET RAMON ST LA CORTA CI LACOST 0300 R AC/AC $34,835 54,022 CRACK SEAL +

SLURRY SEAL
1,780 38 67,640 80 79 87
LEBUAN DRIVE SARAWAK DR BLOSSOM LN LEBUDR 0100 R AC/AC $3,607 46,945 CRACK SEAL +

SLURRY SEAL
206 34 7,004 76 75 83
PLATA COURT PRIMERA ST E CDS PLATCT 0100 R AC/AC $2,591 37,790 CRACK SEAL +

SLURRY SEAL
148 34 5,032 75 73 82

PRIMERA STREET MASSACHUSETTS
AV
RAMON ST PRIMST 0200 R AC/AC $22,535 68,406 CRACK SEAL +

SLURRY SEAL
1,287 34 43,758 85 84 91
PRIMERA STREET RAMON ST MADERA ST PRIMST 0300 R AC/AC $25,652 39,644 CRACK SEAL +

SLURRY SEAL
1,465 34 49,810 73 71 80
Interest: 0.00%
City of Lemon Grove Scenario 1 - Sections Selected for Treatment Inflation: 3.00% Printed: 3/29/2023
Scenario 1 - City's Existing Budget
Scenarios Criteria:

Note: PCI Before is 3 MTC StreetSaver dated to January 1st of the project year, while current PCI is as of 3/29/2023 Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2024
SARAWAK DRIVE W CDS LEBUAN DR SARADR 0100 R AC/AC $10,524 31,097 CRACK SEAL +

SLURRY SEAL
601 34 20,434 86 84 91
VISTA AVENUE NORTH AV BROADWAY VISTAV 0100 R AC/AC $11,031 53,722 CRACK SEAL +

SLURRY SEAL
630 34 21,420 79 78 86
Treatment Total $303,153
AMBER PLACE W CDS JAYNA PL AMBEPL 0100 384 34 13,056 R AC 60 70 79 $6,724 32,929 SLURRY SEAL Treatment Total $6,724
Year 2024 Area Total 816,444 Year 2024 Total $1,182,582 Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2025
CENTRAL AVENUE NEW JERSEY AV CYPRESS AV CENTAV 0400 950 28 26,600 C AC/AC 64 61 100 $84,660 22,896 HMA(2")+DIGOUTS FEDERAL BOULEVARD CENTRAL AV 422' W/O

COLLEGE AV
FEDEBL 0400 1,648 66 108,768 C AC 72 67 100 $346,176 22,824 HMA(2")+DIGOUTS PALM STREET LEMON GROVE AV CITRONELLA ST PALM ST 0100 364 68 24,752 C AC 70 65 100 $78,778 23,631 HMA(2")+DIGOUTS WASHINGTON STREET LINCOLN ST PALM ST WASHST 0400 1,292 26 33,592 C AC 72 67 100 $106,913 22,821 HMA(2")+DIGOUTS WASHINGTON STREET PALM ST MT VERNON ST WASHST 0500 1,010 27 27,270 C AC 69 64 100 $86,792 23,992 HMA(2")+DIGOUTS Treatment Total $703,319

LEMON GROVE
AVENUE
GOLDEN AV CENTRAL AV LEGRAV 0400SB A AC/AC $159,194 23,677 MILL(2")+HMA(2") OL+DIGOUTS
1,083 29 31,407 52 47 100
Treatment Total $159,194
BROADWAY AVENUE TANGELOS PL ORLANDO DR BROAAV 0100 R AC $7,912 16,997 CRACK SEAL +

SLURRY SEAL
452 33 14,916 93 89 94
BROADWAY KEMPF ST GROVE ST BROADW 0600WB A AC $6,189 21,971 CRACK SEAL +

SLURRY SEAL
350 30 10,500 94 89 94
BROCK COURT MYRA ST E CDS BROCCT 0100 R AC $5,199 14,368 CRACK SEAL +

SLURRY SEAL
297 33 9,801 95 90 95

CENTRAL AVENUE MAIN ST LEMON GROVE
AV
CENTAV 0700 C AC/AC $2,124 17,579 CRACK SEAL +

SLURRY SEAL
106 34 3,604 93 88 94
COLLEGE AVENUE N CITY LIMIT FEDERAL BL COLLAV 0100SB A AC $9,373 22,735 CRACK SEAL +

SLURRY SEAL
513 31 15,903 94 89 94
COLLEGE AVENUE FEDERAL BL S END COLLAV 0200SB A AC $2,334 22,735 CRACK SEAL +

SLURRY SEAL
165 24 3,960 94 89 94
DAYTON DRIVE ENGLEWOOD DR BARTON DR DAYTDR 0200 R AC/AC $11,315 35,576 CRACK SEAL +

SLURRY SEAL
711 30 21,330 73 70 79
Interest: 0.00%
City of Lemon Grove Scenario 1 - Sections Selected for Treatment Inflation: 3.00% Printed: 3/29/2023
Scenario 1 - City's Existing Budget
Scenarios Criteria:

Note: PCI Before is dated to January 1st of the project year, while current PCI is as of 3/29/2023 4 MTC StreetSaver Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2025
DAYTON DRIVE BARTON DRD 151' S/O

NICHALS ST
DAYTDR 0300 R AC/AC $7,352 35,576 CRACK SEAL +

SLURRY SEAL
462 30 13,860 73 70 79
EL PRADO AVENUE MT VERNON ST BONITA ST ELPRAV 0100 R AC/AC $25,710 31,964 CRACK SEAL +

SLURRY SEAL
1,731 28 48,468 85 83 90
LARWOOD ROAD DEVILLE DR S CITY LIMIT LARWRD 0200 R AC/AC $7,629 17,628 CRACK SEAL +

SLURRY SEAL
423 34 14,382 93 89 95

LEMON GROVE
AVENUE
N CITY LIMIT NORTH AV LEGRAV 0100SBNEW A AC $12,413 21,971 CRACK SEAL +

SLURRY SEAL
540 39 21,060 94 89 94

LEMON GROVE
AVENUE
MT VERNON ST 1649' S/O MT

VERNON ST
LEGRAV 0800SB A AC/AC $30,129 23,893 CRACK SEAL +

SLURRY SEAL
1,649 31 51,119 93 88 94
LINCOLN STREET LEMON GROVE AV CITRONELLA ST LINCST 0100 C AC $2,598 23,830 CRACK SEAL +

SLURRY SEAL
116 38 4,408 93 90 95
MAIN STREET NORTH AV BROADWAY MAINST 0100 R AC $12,439 14,437 CRACK SEAL +

SLURRY SEAL
670 35 23,450 95 90 95
NEW JERSEY AVENUE TRACY ST TWEED ST NEJEAV 0500 R AC $3,802 14,437 CRACK SEAL +

SLURRY SEAL
256 28 7,168 95 90 95

NORTH AVENUE OLIVE ST LEMON GROVE
AVENUE
NORTAV 0600 R AC $7,075 14,228 CRACK SEAL +

SLURRY SEAL
351 38 13,338 95 90 95
OSAGE DRIVE CAMERON DR TARLETON ST OSAGDR 0100 R AC $8,154 14,374 CRACK SEAL +

SLURRY SEAL
549 28 15,372 95 90 95
OSAGE DRIVE TARLETON ST JAMACHA RD OSAGDR 0200 R AC $13,256 14,374 CRACK SEAL +

SLURRY SEAL
735 34 24,990 95 90 95
PALM STREET SKYLINE DR GOLDEN AV PALMST 0300 C AC/AC $85,328 35,933 CRACK SEAL +

SLURRY SEAL
2,298 63 144,774 83 81 88
RAMON STREET MADERA ST LA CORTA ST RAMOST 0100 R AC/AC $10,064 17,821 CRACK SEAL +

SLURRY SEAL
558 34 18,972 93 89 95
ROY STREET 446' E/O

WASHINGTON ST
MEADOW LN ROYSTR 0300 R AC $13,833 14,391 CRACK SEAL +

SLURRY SEAL
767 34 26,078 95 90 95
TANGELOS PLACE EVELYN ST BROADWAY AV TANGPL 0100 R AC $21,268 14,953 CRACK SEAL +

SLURRY SEAL
1,215 33 40,095 94 90 95
VALENCIA COURT N CDS ORLANDO DR VALECT 0100 R AC $6,442 14,953 CRACK SEAL +

SLURRY SEAL
368 33 12,144 94 90 95
Treatment Total $311,937
CIRCLE DRIVE W CDS E CDS CIRCDR 0100 799 28 22,372 R AC 61 69 78 $11,867 31,615 SLURRY SEAL MAIN STREET BURNELL AV SAN MIGUEL AV MAINST 0500 749 32 23,968 R AC 71 68 78 $12,714 31,513 SLURRY SEAL Treatment Total $24,581
Year 2025 Area Total 858,421 Year 2025 Total $1,199,032 Interest: 0.00%
City of Lemon Grove Scenario 1 - Sections Selected for Treatment Inflation: 3.00% Printed: 3/29/2023
Scenario 1 - City's Existing Budget
Scenarios Criteria:

Note: PCI Before is dated to January 1st of the project year, while current PCI is as of 3/29/2023 5 MTC StreetSaver Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2026
ALFORD STREET PACIFIC AV DAYTONA ST ALFOST 0200 R AC $33,184 18,767 MILL(1. 5")+HMA(2")+DIGOUTS
292 26 7,592 55 49 100
DUPONT DRIVE CANTON DR LANSING DR DUPODR 0200 R AC/AC $67,976 19,609 MILL(1. 5")+HMA(2")+DIGOUTS
576 27 15,552 49 43 100
Treatment Total $101,160
MT VERNON STREET HARDY DR SKYLINE DR MTVEST 0900 369 31 11,439 C AC/AC 68 63 100 $37,499 21,015 HMA(2")+DIGOUTS SAN MIGUEL AVENUE CYPRESS AV MAIN ST SAMIAV 0450 296 38 11,248 C AC/AC 69 65 100 $36,873 20,332 HMA(2")+DIGOUTS SWEETWATER ROAD S CITY LIMIT 918' N/O S CITY
LIMIT
SWEERD 0100NB 918 31 28,458 C AC 74 67 100 $93,290 22,356 HMA(2")+DIGOUTS Treatment Total $167,663

GOLDEN AVENUE MT VERNON ST S END OF
PVMNT
GOLDAV 0900 223 25 5,575 R AC 69 65 74 $6,769 13,031 CAPE SEAL + DIGOUTS Treatment Total $6,769
ARCADIA AVENUE CYPRESS AV MT VERNON ST ARCAAV 0100 R AC/AC $9,186 19,486 CRACK SEAL +

SLURRY SEAL
731 23 16,813 95 89 94
BERRY STREET LERMA'S CT RUSSAN LN BERRST 0200 R AC/AC $17,020 20,035 CRACK SEAL +

SLURRY SEAL
944 33 31,152 94 88 94
BLUE LAKE ROAD GOLD LAKE RD E CDS BLLARD 0100 R AC $2,820 32,354 CRACK SEAL +

SLURRY SEAL
178 29 5,162 80 76 84
BLOSSOM HILL DRIVE GRAIG ST SIEGLE DR BLOSDR 0100 R AC $20,118 32,351 CRACK SEAL +

SLURRY SEAL
1,083 34 36,822 80 76 84
BONITA STREET SAN MIGUEL AV MT VERNON ST BONIST 0200 R AC/AC $17,348 45,599 CRACK SEAL +

SLURRY SEAL
1,323 24 31,752 76 72 81
BROADWAY OLIVE ST BUENA VISTA AV BROADW 0900WB A AC $12,383 27,968 CRACK SEAL +

SLURRY SEAL
658 31 20,398 94 86 93
BUENA VISTA AVENUE BROADWAY PACIFIC AV BUVIAV 0200 C AC/AC $7,120 46,385 CRACK SEAL +

SLURRY SEAL
317 37 11,729 77 73 81
CABERNET WAY SONOMA LN BERRY ST CABEWY 0100 R AC/AC $5,896 20,860 CRACK SEAL +

SLURRY SEAL
327 33 10,791 94 88 94
CANTON DRIVE LANSING DR FAIRFAX DR CANTDR 0300 C AC $9,758 26,249 CRACK SEAL +

SLURRY SEAL
423 38 16,074 93 88 94

CANTON DRIVE SKYLINE DR WASHINGTON
ST
CANTDR 0500 C AC $23,312 23,632 CRACK SEAL +

SLURRY SEAL
960 40 38,400 95 90 95
CENTRAL AVENUE FEDERAL AV CHATEAU WY CENTAV 0100 C AC $29,916 28,657 CRACK SEAL +

SLURRY SEAL
1,540 32 49,280 84 78 86

CENTRAL AVENUE MASSACHUSETTS
AV
NEW JERSEY AV CENTAV 0300 C AC/AC $32,126 34,701 CRACK SEAL +

SLURRY SEAL
1,960 27 52,920 84 80 88
CENTRAL AVENUE CYPRESS AV OLIVE ST CENTAV 0500 C AC/AC $8,558 52,631 CRACK SEAL +

SLURRY SEAL
371 38 14,098 79 75 84
CENTRAL AVENUE OLIVE ST MAIN ST CENTAV 0600 C AC/AC $6,295 36,238 CRACK SEAL +

SLURRY SEAL
305 34 10,370 81 77 85
Interest: 0.00%
City of Lemon Grove Scenario 1 - Sections Selected for Treatment Inflation: 3.00% Printed: 3/29/2023
Scenario 1 - City's Existing Budget
Scenarios Criteria:

Note: PCI Before is dated to January 1st of the project year, while current PCI is as of 3/29/2023 6 MTC StreetSaver Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2026
CITRONELLA STREET LINCOLN ST PALM ST CITRST 0100 R AC/AC $18,211 19,326 CRACK SEAL +

SLURRY SEAL
1,282 26 33,332 95 89 94
COLFAX DRIVE CANTON DR LANSING DR COLFDR 0200 R AC $7,977 32,400 CRACK SEAL +

SLURRY SEAL
584 25 14,600 80 75 84

DAVIDSON STREET

EXTENSION
NW END DAVIDSON AV DAVSTE 0100 R AC $1,115 32,352 CRACK SEAL +

SLURRY SEAL
60 34 2,040 80 76 84

DAYTON DRIVE SKYLINE DR ENGLEWOOD
DR
DAYTDR 0100 R AC/AC $4,966 35,424 CRACK SEAL +

SLURRY SEAL
303 30 9,090 77 73 81
DENNIS LANE JEFFERSON ST PALM AV DENNLN 0100 R AC/AC $11,720 26,460 CRACK SEAL +

SLURRY SEAL
650 33 21,450 90 86 92
DENSTONE PLACE DAVENTREE DARTMOOR DR DENSPL 0100 R AC $13,360 32,244 CRACK SEAL +

SLURRY SEAL
741 33 24,453 78 74 83
DREXEL DRIVE BLOSSOM LN DREXEL CT DREXDR 0100 R AC $4,365 31,453 CRACK SEAL +

SLURRY SEAL
235 34 7,990 75 71 80
DUPONT DRIVE DAYTONA DR CANTON DR DUPODR 0100 R AC $9,764 27,234 CRACK SEAL +

SLURRY SEAL
777 23 17,871 88 84 91
EL ROY DRIVE CANTON DR LANSING DR ELRODR 0200 R AC/AC $6,843 45,652 CRACK SEAL +

SLURRY SEAL
501 25 12,525 76 72 81
ENSENADA STREET BAKERSFIELD ST BARTON DR ENSEST 0200 R AC/AC $42,462 40,388 CRACK SEAL +

SLURRY SEAL
2,507 31 77,717 74 70 79
GOLDEN AVENUE LEMON GROVE AV SCHOOL LN GOLDAV 0100 R AC $8,101 29,452 CRACK SEAL +

SLURRY SEAL
337 44 14,828 86 82 89

HILLTOP DRIVE END OF PUBLIC LEMON GROVE
WY
HILLDR 0100 R AC $8,357 18,908 CRACK SEAL +

SLURRY SEAL
805 19 15,295 95 88 94
LA PUERTA PLACE COSTADA CT EL PRADO AV LAPUPL 0100 R AC/AC $4,165 34,113 CRACK SEAL +

SLURRY SEAL
231 33 7,623 85 81 88
LAWFORD PLACE LOCKE PL NOBLE ST LAWFPL 0100 R AC/AC $7,189 40,394 CRACK SEAL +

SLURRY SEAL
387 34 13,158 74 70 79

LEMON GROVE
AVENUE
NORTH AV N CITY LIMIT LEGRAV 1100NBNEW A AC $12,785 30,148 CRACK SEAL +

SLURRY SEAL
540 39 21,060 93 86 92
LEMON GROVE WAY LEMON GROVE AV GROVE ST LEGRWY 0100 C AC/AC $19,472 23,377 CRACK SEAL +

SLURRY SEAL
972 33 32,076 92 86 92
LINCOLN STREET CITRONELLA ST SKYLINE DR LINCST 0200 C AC $23,138 24,996 CRACK SEAL +

SLURRY SEAL
1,155 33 38,115 78 72 80
LONG LAKE ROAD GOLD LAKE RD E CDS LOLARD 0100 R AC $3,739 32,352 CRACK SEAL +

SLURRY SEAL
236 29 6,844 80 76 84
LOMA DRIVE MT VERNON ST CIRCLE DR LOMADR 0100 R AC $1,672 31,621 CRACK SEAL +

SLURRY SEAL
90 34 3,060 84 79 87
MAIN STREET 951' S/O

BROADWAY
CENTRAL AV MAINST 0300 R AC $5,232 28,514 CRACK SEAL +

SLURRY SEAL
342 28 9,576 87 83 90

MASSACHUSETTS
AVENUE
N CITY LIMIT BROADWAY MASSAV 0100SB A AC $18,948 27,968 CRACK SEAL +

SLURRY SEAL
867 36 31,212 94 86 93

MASSACHUSETTS
AVENUE
MT VERNON ST MADERA ST MASSAV 0600 A AC/AC $67,749 40,130 CRACK SEAL +

SLURRY SEAL
1,800 62 111,600 89 84 91
Interest: 0.00%
City of Lemon Grove Scenario 1 - Sections Selected for Treatment Inflation: 3.00% Printed: 3/29/2023
Scenario 1 - City's Existing Budget
Scenarios Criteria:

Note: PCI Before is dated to January 1st of the project year, while current PCI is as of 3/29/2023 7 MTC StreetSaver Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2026

MASSACHUSETTS
AVENUE
MADERA ST EL PRADO AV MASSAV 0700 A AC/AC $24,910 48,140 CRACK SEAL +

SLURRY SEAL
1,109 37 41,033 85 81 88

MASSACHUSETTS
AVENUE
EL PRADO AV SAN ALTOS PL MASSAV 0800 A AC/AC $15,140 37,841 CRACK SEAL +

SLURRY SEAL
430 58 24,940 90 85 92

MASSACHUSETTS
AVENUE
LEMON GROVE AV SAN ALTOS PL MASSAV 0900NB A AC/AC $4,140 31,995 CRACK SEAL +

SLURRY SEAL
310 22 6,820 93 86 93

MASSACHUSETTS
AVENUE
SAN ALTOS PL MAIN ST MASSAV 0900SB A AC $6,210 37,496 CRACK SEAL +

SLURRY SEAL
310 33 10,230 86 80 88
NORTH AVENUE 246' W/F BUENA

VISTA AV
BUENA VISTA AV NORTAV 0450 R AC/AC $4,301 48,264 CRACK SEAL +

SLURRY SEAL
246 32 7,872 81 78 86
NORTH AVENUE LEMON GROVE AV GROVE ST NORTAV 0700 R AC $9,839 19,960 CRACK SEAL +

SLURRY SEAL
783 23 18,009 94 88 94

NORTH AVENUE LEMON GROVE
WY

LEMON GROVE
AV
NORTAV 0800W C AC $2,443 23,625 CRACK SEAL +

SLURRY SEAL
115 35 4,025 95 90 95
OLIVE STREET NORTH AV BROADWAY OLIVST 0200 R AC/AC $13,371 19,958 CRACK SEAL +

SLURRY SEAL
644 38 24,472 94 88 94
OLIVE STREET BURNELL AV MAIN ST OLIVST 0700 R AC $9,665 32,401 CRACK SEAL +

SLURRY SEAL
610 29 17,690 79 75 84
PACIFIC AVENUE WEST AV NEW JERSEY AV PACIAV 0400 A AC/AC $11,874 44,456 CRACK SEAL +

SLURRY SEAL
652 30 19,560 87 83 90
PALM STREET CITRONELLA ST SKYLINE DR PALMST 0200 C AC $38,027 25,692 CRACK SEAL +

SLURRY SEAL
1,080 58 62,640 79 73 81
PALM STREET GOLDEN AV E CITY LIMIT PALMST 0400 C AC $48,900 23,621 CRACK SEAL +

SLURRY SEAL
1,074 75 80,550 95 90 95
PLACENTIA STREET EL PRADO AV SAN ALTOS PL PLACST 0100 R AC/AC $5,087 19,957 CRACK SEAL +

SLURRY SEAL
245 38 9,310 94 88 94
ROOSEVELT AVENUE BUENA VISTA AV CYPRESS AV ROOSAV 0300 R AC $3,551 32,275 CRACK SEAL +

SLURRY SEAL
260 25 6,500 81 77 85

ROSEMARY LANE W CDS MASSACHUSET
TS AV
ROSELN 0100 R AC $22,123 32,352 CRACK SEAL +

SLURRY SEAL
1,227 33 40,491 80 76 84
ROY STREET WASHINGTON ST 446' E/O

WASHINGTON
ST
ROYSTR 0200 R AC/AC $8,285 19,297 CRACK SEAL +

SLURRY SEAL
446 34 15,164 95 89 94
SAN ALTOS PLACE RAMON ST S END SAALPL 0200 R AC/AC $44,596 34,735 CRACK SEAL +

SLURRY SEAL
2,148 38 81,624 75 70 79

SAN MIGUEL AVENUE MASSACHUSETTS
AV
NEW JERSEY AV SAMIAV 0300 C AC $43,755 24,999 CRACK SEAL +

SLURRY SEAL
1,948 37 72,076 78 72 80
SKYLINE DRIVE CANTON DR CARLISLE DR SKYLDR 0500 C AC $66,921 23,744 CRACK SEAL +

SLURRY SEAL
1,778 62 110,236 95 90 95
WASHINGTON STREET GOLDEN AV LINCOLN ST WASHST 0300 C AC $19,745 24,397 CRACK SEAL +

SLURRY SEAL
1,301 25 32,525 77 70 79
WASHINGTON STREET MT VERNON ST 518' S/O MT

VERNON ST
WASHST 0600 C AC $6,918 29,354 CRACK SEAL +

SLURRY SEAL
518 22 11,396 86 81 88

WESTVIEW PLACE W CDS MASSACHUSET
TS AV
WESTPL 0100 R AC $15,233 32,351 CRACK SEAL +

SLURRY SEAL
820 34 27,880 80 76 84
Interest: 0.00%
City of Lemon Grove Scenario 1 - Sections Selected for Treatment Inflation: 3.00% Printed: 3/29/2023
Scenario 1 - City's Existing Budget
Scenarios Criteria:

Note: PCI Before is dated to January 1st of the project year, while current PCI is as of 3/29/2023 8 MTC StreetSaver Treatment Total $928,225
DREXEL DRIVE DREXEL CT CANTON DR DREXDR 0200 243 30 7,290 R AC 73 69 78 $3,983 30,699 SLURRY SEAL SONOMA LANE N CDS MADERA ST SONOLN 0100 1,134 34 38,556 R AC 64 70 79 $21,066 31,057 SLURRY SEAL Treatment Total $25,049
Year 2026 Area Total 1,722,029 Year 2026 Total $1,228,865 Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2027
CRANE STREET GOLDEN AV NE CDS CRANST 0100 R AC $180,379 18,803 MILL(1. 5")+HMA(2")+DIGOUTS
1,742 23 40,066 53 45 100
DEVILLE DRIVE WATWOOD RD E CITY LIMIT DEVIDR 0100 R AC/AC $55,411 18,788 MILL(1. 5")+HMA(2")+DIGOUTS
362 34 12,308 51 44 100
DI FOSS STREET MT VERNON ST MAZER ST DIFOST 0100 R AC $99,513 18,794 MILL(1. 5")+HMA(2")+DIGOUTS
614 36 22,104 53 45 100
EDGERTON DRIVE MT VERNON ST S CDS EDGEDR 0100 R AC $83,693 19,040 MILL(1. 5")+HMA(2")+DIGOUTS
715 26 18,590 51 43 100
EL ROY DRIVE DAYTON DR CANTON DR ELRODR 0100 R AC $66,855 18,803 MILL(1. 5")+HMA(2")+DIGOUTS
675 22 14,850 53 45 100

ENSENADA STREET EL DORA ST BAKERSFIELD
ST
ENSEST 0100 R AC/AC $44,876 18,817 MILL(1.
5")+HMA(2")+DIGOUTS
356 28 9,968 53 45 100
GOLDEN AVENUE ROY ST ADAMS ST GOLDAV 0700 R AC/AC $46,263 18,654 MILL(1. 5")+HMA(2")+DIGOUTS
367 28 10,276 52 45 100
LONGDALE DRIVE CITRONELLA ST SKYLINE DR LONGDR 0100 R AC/AC $162,559 18,870 MILL(1. 5")+HMA(2")+DIGOUTS
1,062 34 36,108 53 44 100
NEW JERSEY AVENUE BROADWAY PACIFIC AV NEJEAV 0100 R AC/AC $47,096 18,649 MILL(1. 5")+HMA(2")+DIGOUTS
317 33 10,461 52 45 100
NEW JERSEY AVENUE PACIFIC AV CENTRAL AV NEJEAV 0200 R AC/AC $112,213 18,649 MILL(1. 5")+HMA(2")+DIGOUTS
997 25 24,925 52 45 100
Treatment Total $898,858
BUENA VISTA AVENUE PACIFIC AV SAN MIGUEL AV BUVIAV 0300 2,327 25 58,175 C AC/AC 67 60 100 $196,429 21,875 HMA(2")+DIGOUTS Treatment Total $196,429

LEMON GROVE
AVENUE
BROADWAY GOLDEN AV LEGRAV 0300SB A AC/AC $36,803 22,293 MILL(2")+HMA(2") OL+DIGOUTS
236 29 6,844 57 47 100

LEMON GROVE
AVENUE
GOLDEN AV BROADWAY LEGRAV 0800NB A AC/AC $54,570 22,090 MILL(2")+HMA(2") OL+DIGOUTS
236 43 10,148 58 48 100
Treatment Total $91,373
PATERO COURT W CDS EL PRADO AV PATECT 0100 183 38 6,954 R AC/AC 72 66 76 $8,696 14,755 CAPE SEAL + DIGOUTS

ROY STREET KEMPF ST WASHINGTON
ST
ROYSTR 0100 982 33 32,406 R AC/AC 72 66 76 $40,526 15,304 CAPE SEAL + DIGOUTS Interest: 0.00%
City of Lemon Grove Scenario 1 - Sections Selected for Treatment Inflation: 3.00% Printed: 3/29/2023
Scenario 1 - City's Existing Budget
Scenarios Criteria:

Note: PCI Before is dated to January 1st of the project year, while current PCI is as of 3/29/2023 9 MTC StreetSaver Treatment Total $49,222
GOLDEN AVENUE SCHOOL LN ACACIA ST GOLDAV 0200 R AC/AC $8,610 22,985 CRACK SEAL +

SLURRY SEAL
450 34 15,300 95 87 93

NORTH AVENUE LEMON GROVE AV LEMON GROVE
WY
NORTAV 0800E C AC $2,517 24,413 CRACK SEAL +

SLURRY SEAL
115 35 4,025 97 89 94
Treatment Total $11,127
EPPICK COURT W CDS OSAGA DR EPPICT 0100 430 28 12,040 R AC 65 70 79 $6,776 42,088 SLURRY SEAL Treatment Total $6,776
Year 2027 Area Total 345,548 Year 2027 Total $1,253,786 Grand Total Section Area: 4,268,869 Grand Total $5,991,000 Interest: 0.00%
City of Lemon Grove Scenario 1 - Sections Selected for Treatment Inflation: 3.00% Printed: 3/29/2023
Scenario 1 - City's Existing Budget
Scenarios Criteria:

Note: PCI Before is dated to January 1st of the project year, while current PCI is as of 3/29/2023 10 MTC StreetSaver Appendix G
CURRENT CONDITION & SCENARIO 1 - GIS MAPS
This Page Intentionally Left Blank
Document Path: P:\Active Projects\Lemon Grove - A605\605.04.30 - 2022 PMP Update\GIS\AGP\Lemon_Grove_01272023_TP\Lemon_Grove_01272023_TP.aprx

SOURCE JOB NUMBER DRAWN DATE REVISED APPROVED
FIGURE
605.04.30 MSamara 02/02/2023 - -
Current PCI Condition 1
PMP 2023 Update ¯
0 1,000 2,000
Feet
Scale: 1:20,000
Martin Luther King Jr Fwy

NB SAN DIEGO

CHOLLAS

HEIGHTS HSG

MARKETPLACE

AT THE GROVE

CHOLLAS CP
Lemon Grove
Encanto
HARRIS
STREET

MAC ARTHUR DRIVE

BERRY STREET
MAIN
STREET

LOCKE PLACE
GOLDEN

GROVE PLACE

MONTANA
STREET

CALVOCADO
STREET
DUPONT
DRIVE

CORTA DEL SUR

EL VERDE
COURT

PLATA COURT

CORONASTREET

DENNIS LANE
SIEGLE
DRIVE

CRAIGCOURT

BONITA STREET

LA CORTA
CIRCLE
JAYNIA
PLACE

PATERO COURT
C
I
R C LE
D
RIVE

LINCOLN PLACE
SIEGLE
COURT

BLOSSOM

HILL COURT

MADISON
AVENUE

EDGERTON
DRIVE

DAIN DRIVE
GREEN

LAKE ROAD
PERGL
STREET
O
S
A
G
E
D
R
V
I
E

DAVENTRY
STREET
N
E
W
J
E
R
S
E
Y
A
V
E
N
U
E

SARAWAK
DRIVE

IDA STREET
ALTON
DRIVE

LONG LAKE
ROAD

BERYL STREET

WESTVIEW PLACE

BLOSSOM

HILL DRIVE
CALLE
SUR

COSTADA
COURT

CALLE NORTE
MYRA
STREET

WOODROW
AVENUE

GLENCOE DRIVE
D
R
E
X
E
L
D
R
I
V
E

DAIN COURT

SAN PASQUAL
STREET

SCHOOL LANE

LA PUERTA
PLACE

DAYTONA
STREET
TWEED
STREET

RAMON STREET
LAWTON
DRIVE
BROCK
COURT

ROSEMARY LANE

PLACENTIA
STREET

LAWFORD
PLACE

DEVILLE
DRIVE
CEDRAL
PLACE

CINDERELLA
PLACE

LANSING
DRIVE
E
N
G
L
E
W
O
O
D
D
R
V
I
E

SVEA COURT
ALFORD
STREET

BAKERSFIELD
STREET

LEMONWOOD LANE
SHERI
LANE

ROOSEVELT
AVENUE
DAYTON
DRIVE
BETH
PLACE

FLORINE ROAD

DARRYL STREET
B
E
R
RY
LA
N
D
C
O
U
RT

FISHER LANE
HAVEN
DRIV E

BURNELL
AVENUE

PACIFIC AVENUE

KENNESTER DRIVE

CABERNET
WAY
JADAM
WAY

ALBERDI DRIVE

SANFORD DRIVE

VALENCIA
COURT
AMBER
PLACE

LONGDALE DRIVE
M
C
K
N
G
I
H
T
S
T
R
E
E
T

DAVIDSON
AVENUE
PALM
STREET
MOROSE
STREET

LYNDINE

CHATEAU WAY
RUSSAN
LAN
E
DREXEL
COURT

FAIRFAX
DRIVE

ENSENADA STREET
LEMON
LANE

MEADOW LANE

ROY STREET
BRYAN
COURT

BROADWAY AVENUE

ELKHORN
STREET
EPPICK
COURT

ZEMCO DRIVE TAFT STREET
MADERA
STREET

GOLDEN AVENUE
KOE
STREET

SAN PASQUAL
COURT
NATHAN
STREET
NIDA
PLACE
NINA
ROAD
TRACY
STREET
E
D
D
I
N
G
D
R
I
V
E
BARTON
DRIVE

EL ROY DRIVE

CARLISLE DRIVE
69TH
STREET

LEMONGRO
VE

SENIORC
EN
RET

ILDICA STREET

COLFAX DRIVE

NICHALS
STREET

OLIVE STREET

ADAMS STREET
S
ONOMA
LANE

DEBCO DRIVE
CASA
LANE

LARWOOD
ROAD

EL PRADO
AVENUE

DI FOSS
STREET

CHURCH STREET

CUYAMACA
AVENUE
LEMON
AVENUE

BUENA VISTA
AVENUE
M
A
I
N
STREET

JEFFERSON
STREET
GRANGE
STREET
ACACIA
STREET

WEST STREET

PRIMERA STREET
GOLDEN
AVENUE
C

AM ERON
DRIVE

BROADWAY NORTH

FRONTAGE

EL DORA STREET

CRESTLINE
DRIVE
D
E
N
S
T
O
N
E
P
L
A
C
E
SWE
W

ETWATER
AY

HILLTOP
DRIVE

DEBORAH
PLACE

ARCADIA
AVENUE
MULDER
STREET

BALDWIN
ROAD

BLOSSOM LANE

MERCURY DRIVE

NORTH AVENUE

LESTER STREET

LOMA DRIVE

DREW LANE

AVALON WAY

VISTA AVENUE

GOLD LAKE
ROAD

CYPRESS AVENUE

HARDY DRIVE

LA CORTA STREET

LAS PALMAS

CAMINO DE
T
A
N
G
E
L
O
S
P
L
A
C
E

HIBISCUS DRIVE

WATWOOD ROAD
FAI
RHAVEN
STREET

CITRUS STREET

GLEBE ROAD

CITRONELLA
STREET

SAN ALTOS PLACE

NOBLE STREET

ANGELUS AVENUE

CRANE STREET
D
A
R
T
M
OOR
D
R
I
V
E

NORTH AVENUE
WA
S
H
I
N
G
T
O
N
S
TREE
T

SAN MIGUEL
AVENUE

BUENAVISTA
A
V
ENU
E

CENTRAL AVENUE

LEMON GROVE WAY

MT VERNON STREET

ALTON DRIVE
G
R
O
V
E
STR
E
E
T

LINCOLN STREET

PALM STREET

KEMPF S
T
R
E
E
T

CENTRAL
AVENUE

CANTON DRIVE

MT VERNON STREET

FEDERAL BOULEVARD

MADERA STREET
S
K
YL
IN
E
D
RI
VE

SWEETWATER ROAD

SAN MIGUEL
AVENUE
69 T
H
STREET

LANSING DRIVE

MASS ACHUSETTS
AVENUE
MAS
SAC
H
USETT
S
AVE
N
U
E

PACIFIC
AVENUE

COLLEGE
AVENUE

BROADWAY
LEMON
GROVE
AVENUE
Good (I): PCI 70-100
Fair (II/III): PCI 50-69
Poor (IV): PCI 25-49
Very Poor (V): PCI 0-24 PMP 2023 Update
Document Path: P:\Active Projects\Lemon Grove - A605\605.04.30 - 2022 PMP Update\GIS\AGP\Lemon_Grove_01272023_TP\Lemon_Grove_01272023_TP.aprx

SOURCE JOB NUMBER DRAWN DATE REVISED APPROVED
FIGURE
605.04.30 MSamara 03/29/2023 - -
2 Scenario 1 - City's Existing Budget
FY 2023/2024
PMP 2023 Update ¯
0 1,000 2,000
Feet
Scale: 1:20,000
Martin Luther King Jr Fwy

NB SAN DIEGO

CHOLLAS

HEIGHTS HSG

MARKETPLACE

AT THE GROVE

CHOLLAS CP
Lemon Grove
Encanto
HARRIS
STREET

MAC ARTHUR DRIVE

BERRY STREET
MAIN
STREET

LOCKE PLACE
GOLDEN

GROVE PLACE

MONTANA
STREET

CALVOCADO
STREET
DUPONT
DRIVE

CORTA DEL SUR

EL VERDE
COURT

PLATA COURT

CORONASTREET

DENNIS LANE
SIEGLE
DRIVE

CRAIGCOURT

BONITA STREET

LA CORTA
CIRCLE
JAYNIA
PLACE

PATERO COURT
C
I
R C LE
D
RIVE

LINCOLN PLACE
SIEGLE
COURT

BLOSSOM

HILL COURT

MADISON
AVENUE

EDGERTON
DRIVE

DAIN DRIVE
GREEN

LAKE ROAD
PERGL
STREET
O
S
A
G
E
D
R
V
I
E

DAVENTRY
STREET
N
E
W
J
E
R
S
E
Y
A
V
E
N
U
E

SARAWAK
DRIVE

IDA STREET
ALTON
DRIVE

LONG LAKE
ROAD

BERYL STREET

WESTVIEW PLACE

BLOSSOM

HILL DRIVE
CALLE
SUR

COSTADA
COURT

CALLE NORTE
MYRA
STREET

WOODROW
AVENUE

GLENCOE DRIVE
D
R
E
X
E
L
D
R
I
V
E

DAIN COURT

SAN PASQUAL
STREET

SCHOOL LANE

LA PUERTA
PLACE

DAYTONA
STREET
TWEED
STREET

RAMON STREET
LAWTON
DRIVE
BROCK
COURT

ROSEMARY LANE

PLACENTIA
STREET

LAWFORD
PLACE

DEVILLE
DRIVE
CEDRAL
PLACE

CINDERELLA
PLACE

LANSING
DRIVE
E
N
G
L
E
W
O
O
D
D
R
V
I
E

SVEA COURT
ALFORD
STREET

BAKERSFIELD
STREET

LEMONWOOD LANE
SHERI
LANE

ROOSEVELT
AVENUE
DAYTON
DRIVE
BETH
PLACE

FLORINE ROAD

DARRYL STREET
B
E
R
RY
LA
N
D
C
O
U
RT

FISHER LANE
HAVEN
DRIV E

BURNELL
AVENUE

PACIFIC AVENUE

KENNESTER DRIVE

CABERNET
WAY
JADAM
WAY

ALBERDI DRIVE

SANFORD DRIVE

VALENCIA
COURT
AMBER
PLACE

LONGDALE DRIVE
M
C
K
N
G
I
H
T
S
T
R
E
E
T

DAVIDSON
AVENUE
PALM
STREET
MOROSE
STREET

LYNDINE

CHATEAU WAY
RUSSAN
LAN
E
DREXEL
COURT

FAIRFAX
DRIVE

ENSENADA STREET
LEMON
LANE

MEADOW LANE

ROY STREET
BRYAN
COURT

BROADWAY AVENUE

ELKHORN
STREET
EPPICK
COURT

ZEMCO DRIVE TAFT STREET
MADERA
STREET

GOLDEN AVENUE
KOE
STREET

SAN PASQUAL
COURT
NATHAN
STREET
NIDA
PLACE
NINA
ROAD
TRACY
STREET
E
D
D
I
N
G
D
R
I
V
E
BARTON
DRIVE

EL ROY DRIVE

CARLISLE DRIVE
69TH
STREET

LEMONGRO
VE

SENIORC
EN
RET

ILDICA STREET

COLFAX DRIVE

NICHALS
STREET

OLIVE STREET

ADAMS STREET
S
ONOMA
LANE

DEBCO DRIVE
CASA
LANE

LARWOOD
ROAD

EL PRADO
AVENUE

DI FOSS
STREET

CHURCH STREET

CUYAMACA
AVENUE
LEMON
AVENUE

BUENA VISTA
AVENUE
M
A
I
N
STREET

JEFFERSON
STREET
GRANGE
STREET
ACACIA
STREET

WEST STREET

PRIMERA STREET
GOLDEN
AVENUE
C

AM ERON
DRIVE

BROADWAY NORTH

FRONTAGE

EL DORA STREET

CRESTLINE
DRIVE
D
E
N
S
T
O
N
E
P
L
A
C
E
SWE
W

ETWATER
AY

HILLTOP
DRIVE

DEBORAH
PLACE

ARCADIA
AVENUE
MULDER
STREET

BALDWIN
ROAD

BLOSSOM LANE

MERCURY DRIVE

NORTH AVENUE

LESTER STREET

LOMA DRIVE

DREW LANE

AVALON WAY

VISTA AVENUE

GOLD LAKE
ROAD

CYPRESS AVENUE

HARDY DRIVE

LA CORTA STREET

LAS PALMAS

CAMINO DE
T
A
N
G
E
L
O
S
P
L
A
C
E

HIBISCUS DRIVE

WATWOOD ROAD
FAI
RHAVEN
STREET

CITRUS STREET

GLEBE ROAD

CITRONELLA
STREET

SAN ALTOS PLACE

NOBLE STREET

ANGELUS AVENUE

CRANE STREET
D
A
R
T
M
OOR
D
R
I
V
E

NORTH AVENUE
WA
S
H
I
N
G
T
O
N
S
TREE
T

SAN MIGUEL
AVENUE

BUENAVISTA
A
V
ENU
E

CENTRAL AVENUE

LEMON GROVE WAY

MT VERNON STREET

ALTON DRIVE
GRO
V
E
STR
E
E
T

LINCOLN STREET

PALM STREET

KEMPF S
T
R
E
E
T

CENTRAL
AVENUE

CANTON DRIVE

MT VERNON STREET

FEDERAL BOULEVARD

MADERA STREET
S
K
YL
IN
E D
RI
VE

SWEETWATER ROAD

SAN MIGUEL
AVENUE
69 T
H
STREET

LANSING DRIVE

MASS ACHUSETTS
AVENUE
MAS
SAC
H
USETTS
AVE
NUE

PACIFIC
AVENUE

COLLEGE
AVENUE

BROADWAY
LEMON
GROVE
AVENUE
Treatment
Mill and Overlay
CAPE SEAL + DIGOUTS
SLURRY SEAL PMP 2023 Update
Document Path: P:\Active Projects\Lemon Grove - A605\605.04.30 - 2022 PMP Update\GIS\AGP\Lemon_Grove_01272023_TP\Lemon_Grove_01272023_TP.aprx

SOURCE JOB NUMBER DRAWN DATE REVISED APPROVED
FIGURE
605.04.30 MSamara 03/29/2023 - -
3 Scenario 1 - City's Existing Budget
FY 2024/2025
PMP 2023 Update ¯
0 1,000 2,000
Feet
Scale: 1:20,000
Martin Luther King Jr Fwy

NB SAN DIEGO

CHOLLAS

HEIGHTS HSG

MARKETPLACE

AT THE GROVE

CHOLLAS CP
Lemon Grove
Encanto
HARRIS
STREET

MAC ARTHUR DRIVE

BERRY STREET
MAIN
STREET

LOCKE PLACE
GOLDEN

GROVE PLACE

MONTANA
STREET

CALVOCADO
STREET
DUPONT
DRIVE

CORTA DEL SUR

EL VERDE
COURT

PLATA COURT

CORONASTREET

DENNIS LANE
SIEGLE
DRIVE

CRAIGCOURT

BONITA STREET

LA CORTA
CIRCLE
JAYNIA
PLACE

PATERO COURT
C
I
R C LE
D
RIVE

LINCOLN PLACE
SIEGLE
COURT

BLOSSOM

HILL COURT

MADISON
AVENUE

EDGERTON
DRIVE

DAIN DRIVE
GREEN

LAKE ROAD
PERGL
STREET
O
S
A
G
E
D
R
V
I
E

DAVENTRY
STREET
N
E
W
J
E
R
S
E
Y
A
V
E
N
U
E

SARAWAK
DRIVE

IDA STREET
ALTON
DRIVE

LONG LAKE
ROAD

BERYL STREET

WESTVIEW PLACE

BLOSSOM

HILL DRIVE
CALLE
SUR

COSTADA
COURT

CALLE NORTE
MYRA
STREET

WOODROW
AVENUE

GLENCOE DRIVE
D
R
E
X
E
L
D
R
I
V
E

DAIN COURT

SAN PASQUAL
STREET

SCHOOL LANE

LA PUERTA
PLACE

DAYTONA
STREET
TWEED
STREET

RAMON STREET
LAWTON
DRIVE
BROCK
COURT

ROSEMARY LANE

PLACENTIA
STREET

LAWFORD
PLACE

DEVILLE
DRIVE
CEDRAL
PLACE

CINDERELLA
PLACE

LANSING
DRIVE
E
N
G
L
E
W
O
O
D
D
R
V
I
E

SVEA COURT
ALFORD
STREET

BAKERSFIELD
STREET

LEMONWOOD LANE
SHERI
LANE

ROOSEVELT
AVENUE
DAYTON
DRIVE
BETH
PLACE

FLORINE ROAD

DARRYL STREET
B
E
R
RY
LA
N
D
C
O
U
RT

FISHER LANE
HAVEN
DRIV E

BURNELL
AVENUE

PACIFIC AVENUE

KENNESTER DRIVE

CABERNET
WAY
JADAM
WAY

ALBERDI DRIVE

SANFORD DRIVE

VALENCIA
COURT
AMBER
PLACE

LONGDALE DRIVE
M
C
K
N
G
I
H
T
S
T
R
E
E
T

DAVIDSON
AVENUE
PALM
STREET
MOROSE
STREET

LYNDINE

CHATEAU WAY
RUSSAN
LAN
E
DREXEL
COURT

FAIRFAX
DRIVE

ENSENADA STREET
LEMON
LANE

MEADOW LANE

ROY STREET
BRYAN
COURT

BROADWAY AVENUE

ELKHORN
STREET
EPPICK
COURT

ZEMCO DRIVE TAFT STREET
MADERA
STREET

GOLDEN AVENUE
KOE
STREET

SAN PASQUAL
COURT
NATHAN
STREET
NIDA
PLACE
NINA
ROAD
TRACY
STREET
E
D
D
I
N
G
D
R
I
V
E
BARTON
DRIVE

EL ROY DRIVE

CARLISLE DRIVE
69TH
STREET

LEMONGRO
VE

SENIORC
EN
RET

ILDICA STREET

COLFAX DRIVE

NICHALS
STREET

OLIVE STREET

ADAMS STREET
S
ONOMA
LANE

DEBCO DRIVE
CASA
LANE

LARWOOD
ROAD

EL PRADO
AVENUE

DI FOSS
STREET

CHURCH STREET

CUYAMACA
AVENUE
LEMON
AVENUE

BUENA VISTA
AVENUE
M
A
I
N
STREET

JEFFERSON
STREET
GRANGE
STREET
ACACIA
STREET

WEST STREET

PRIMERA STREET
GOLDEN
AVENUE
C

AM ERON
DRIVE

BROADWAY NORTH

FRONTAGE

EL DORA STREET

CRESTLINE
DRIVE
D
E
N
S
T
O
N
E
P
L
A
C
E
SWE
W

ETWATER
AY

HILLTOP
DRIVE

DEBORAH
PLACE

ARCADIA
AVENUE
MULDER
STREET

BALDWIN
ROAD

BLOSSOM LANE

MERCURY DRIVE

NORTH AVENUE

LESTER STREET

LOMA DRIVE

DREW LANE

AVALON WAY

VISTA AVENUE

GOLD LAKE
ROAD

CYPRESS AVENUE

HARDY DRIVE

LA CORTA STREET

LAS PALMAS

CAMINO DE
T
A
N
G
E
L
O
S
P
L
A
C
E

HIBISCUS DRIVE

WATWOOD ROAD
FAI
RHAVEN
STREET

CITRUS STREET

GLEBE ROAD

CITRONELLA
STREET

SAN ALTOS PLACE

NOBLE STREET

ANGELUS AVENUE

CRANE STREET
D
A
R
T
M
OOR
D
R
I
V
E

NORTH AVENUE
WA
S
H
I
N
G
T
O
N
S
TREE
T

SAN MIGUEL
AVENUE

BUENAVISTA
A
V
ENU
E

CENTRAL AVENUE

LEMON GROVE WAY

MT VERNON STREET

ALTON DRIVE
GRO
V
E
STR
E
E
T

LINCOLN STREET

PALM STREET

KEMPF S
T
R
E
E
T

CENTRAL
AVENUE

CANTON DRIVE

MT VERNON STREET

FEDERAL BOULEVARD

MADERA STREET
S
K
YL
IN
E D
RI
VE

SWEETWATER ROAD

SAN MIGUEL
AVENUE
69 T
H
STREET

LANSING DRIVE

MASS ACHUSETTS
AVENUE
MAS
SAC
H
USETTS
AVE
NUE

PACIFIC
AVENUE

COLLEGE
AVENUE

BROADWAY
LEMON
GROVE
AVENUE
Treatment
Mill and Overlay
CAPE SEAL + DIGOUTS
SLURRY SEAL PMP 2023 Update
Document Path: P:\Active Projects\Lemon Grove - A605\605.04.30 - 2022 PMP Update\GIS\AGP\Lemon_Grove_01272023_TP\Lemon_Grove_01272023_TP.aprx

SOURCE JOB NUMBER DRAWN DATE REVISED APPROVED
FIGURE
605.04.30 MSamara 03/29/2023 - -
4 Scenario 1 - City's Existing Budget
FY 2025/2026
PMP 2023 Update ¯
0 1,000 2,000
Feet
Scale: 1:20,000
Martin Luther King Jr Fwy

NB SAN DIEGO

CHOLLAS

HEIGHTS HSG

MARKETPLACE

AT THE GROVE

CHOLLAS CP
Lemon Grove
Encanto
HARRIS
STREET

MAC ARTHUR DRIVE

BERRY STREET
MAIN
STREET

LOCKE PLACE
GOLDEN

GROVE PLACE

MONTANA
STREET

CALVOCADO
STREET
DUPONT
DRIVE

CORTA DEL SUR

EL VERDE
COURT

PLATA COURT

CORONASTREET

DENNIS LANE
SIEGLE
DRIVE

CRAIGCOURT

BONITA STREET

LA CORTA
CIRCLE
JAYNIA
PLACE

PATERO COURT
C
I
R C LE
D
RIVE

LINCOLN PLACE
SIEGLE
COURT

BLOSSOM

HILL COURT

MADISON
AVENUE

EDGERTON
DRIVE

DAIN DRIVE
GREEN

LAKE ROAD
PERGL
STREET
O
S
A
G
E
D
R
V
I
E

DAVENTRY
STREET
N
E
W
J
E
R
S
E
Y
A
V
E
N
U
E

SARAWAK
DRIVE

IDA STREET
ALTON
DRIVE

LONG LAKE
ROAD

BERYL STREET

WESTVIEW PLACE

BLOSSOM

HILL DRIVE
CALLE
SUR

COSTADA
COURT

CALLE NORTE
MYRA
STREET

WOODROW
AVENUE

GLENCOE DRIVE
D
R
E
X
E
L
D
R
I
V
E

DAIN COURT

SAN PASQUAL
STREET

SCHOOL LANE

LA PUERTA
PLACE

DAYTONA
STREET
TWEED
STREET

RAMON STREET
LAWTON
DRIVE
BROCK
COURT

ROSEMARY LANE

PLACENTIA
STREET

LAWFORD
PLACE

DEVILLE
DRIVE
CEDRAL
PLACE

CINDERELLA
PLACE

LANSING
DRIVE
E
N
G
L
E
W
O
O
D
D
R
V
I
E

SVEA COURT
ALFORD
STREET

BAKERSFIELD
STREET

LEMONWOOD LANE
SHERI
LANE

ROOSEVELT
AVENUE
DAYTON
DRIVE
BETH
PLACE

FLORINE ROAD

DARRYL STREET
B
E
R
RY
LA
N
D
C
O
U
RT

FISHER LANE
HAVEN
DRIV E

BURNELL
AVENUE

PACIFIC AVENUE

KENNESTER DRIVE

CABERNET
WAY
JADAM
WAY

ALBERDI DRIVE

SANFORD DRIVE

VALENCIA
COURT
AMBER
PLACE

LONGDALE DRIVE
M
C
K
N
G
I
H
T
S
T
R
E
E
T

DAVIDSON
AVENUE
PALM
STREET
MOROSE
STREET

LYNDINE

CHATEAU WAY
RUSSAN
LAN
E
DREXEL
COURT

FAIRFAX
DRIVE

ENSENADA STREET
LEMON
LANE

MEADOW LANE

ROY STREET
BRYAN
COURT

BROADWAY AVENUE

ELKHORN
STREET
EPPICK
COURT

ZEMCO DRIVE TAFT STREET
MADERA
STREET

GOLDEN AVENUE
KOE
STREET

SAN PASQUAL
COURT
NATHAN
STREET
NIDA
PLACE
NINA
ROAD
TRACY
STREET
E
D
D
I
N
G
D
R
I
V
E
BARTON
DRIVE

EL ROY DRIVE

CARLISLE DRIVE
69TH
STREET

LEMONGRO
VE

SENIORC
EN
RET

ILDICA STREET

COLFAX DRIVE

NICHALS
STREET

OLIVE STREET

ADAMS STREET
S
ONOMA
LANE

DEBCO DRIVE
CASA
LANE

LARWOOD
ROAD

EL PRADO
AVENUE

DI FOSS
STREET

CHURCH STREET

CUYAMACA
AVENUE
LEMON
AVENUE

BUENA VISTA
AVENUE
M
A
I
N
STREET

JEFFERSON
STREET
GRANGE
STREET
ACACIA
STREET

WEST STREET

PRIMERA STREET
GOLDEN
AVENUE
C

AM ERON
DRIVE

BROADWAY NORTH

FRONTAGE

EL DORA STREET

CRESTLINE
DRIVE
D
E
N
S
T
O
N
E
P
L
A
C
E
SWE
W

ETWATER
AY

HILLTOP
DRIVE

DEBORAH
PLACE

ARCADIA
AVENUE
MULDER
STREET

BALDWIN
ROAD

BLOSSOM LANE

MERCURY DRIVE

NORTH AVENUE

LESTER STREET

LOMA DRIVE

DREW LANE

AVALON WAY

VISTA AVENUE

GOLD LAKE
ROAD

CYPRESS AVENUE

HARDY DRIVE

LA CORTA STREET

LAS PALMAS

CAMINO DE
T
A
N
G
E
L
O
S
P
L
A
C
E

HIBISCUS DRIVE

WATWOOD ROAD
FAI
RHAVEN
STREET

CITRUS STREET

GLEBE ROAD

CITRONELLA
STREET

SAN ALTOS PLACE

NOBLE STREET

ANGELUS AVENUE

CRANE STREET
D
A
R
T
M
OOR
D
R
I
V
E

NORTH AVENUE
WA
S
H
I
N
G
T
O
N
S
TREE
T

SAN MIGUEL
AVENUE

BUENAVISTA
A
V
ENU
E

CENTRAL AVENUE

LEMON GROVE WAY

MT VERNON STREET

ALTON DRIVE
GRO
V
E
STR
E
E
T

LINCOLN STREET

PALM STREET

KEMPF S
T
R
E
E
T

CENTRAL
AVENUE

CANTON DRIVE

MT VERNON STREET

FEDERAL BOULEVARD

MADERA STREET
S
K
YL
IN
E D
RI
VE

SWEETWATER ROAD

SAN MIGUEL
AVENUE
69 T
H
STREET

LANSING DRIVE

MASS ACHUSETTS
AVENUE
MAS
SAC
H
USETTS
AVE
NUE

PACIFIC
AVENUE

COLLEGE
AVENUE

BROADWAY
LEMON
GROVE
AVENUE
Treatment
Mill and Overlay
CAPE SEAL + DIGOUTS
SLURRY SEAL PMP 2023 Update
Document Path: P:\Active Projects\Lemon Grove - A605\605.04.30 - 2022 PMP Update\GIS\AGP\Lemon_Grove_01272023_TP\Lemon_Grove_01272023_TP.aprx

SOURCE JOB NUMBER DRAWN DATE REVISED APPROVED
FIGURE
605.04.30 MSamara 03/29/2023 - -
5 Scenario 1 - City's Existing Budget
FY 2026/2027
PMP 2023 Update ¯
0 1,000 2,000
Feet
Scale: 1:20,000
Martin Luther King Jr Fwy

NB SAN DIEGO

CHOLLAS

HEIGHTS HSG

MARKETPLACE

AT THE GROVE

CHOLLAS CP
Lemon Grove
Encanto
HARRIS
STREET

MAC ARTHUR DRIVE

BERRY STREET
MAIN
STREET

LOCKE PLACE
GOLDEN

GROVE PLACE

MONTANA
STREET

CALVOCADO
STREET
DUPONT
DRIVE

CORTA DEL SUR

EL VERDE
COURT

PLATA COURT

CORONASTREET

DENNIS LANE
SIEGLE
DRIVE

CRAIGCOURT

BONITA STREET

LA CORTA
CIRCLE
JAYNIA
PLACE

PATERO COURT
C
I
R C LE
D
RIVE

LINCOLN PLACE
SIEGLE
COURT

BLOSSOM

HILL COURT

MADISON
AVENUE

EDGERTON
DRIVE

DAIN DRIVE
GREEN

LAKE ROAD
PERGL
STREET
O
S
A
G
E
D
R
V
I
E

DAVENTRY
STREET
N
E
W
J
E
R
S
E
Y
A
V
E
N
U
E

SARAWAK
DRIVE

IDA STREET
ALTON
DRIVE

LONG LAKE
ROAD

BERYL STREET

WESTVIEW PLACE

BLOSSOM

HILL DRIVE
CALLE
SUR

COSTADA
COURT

CALLE NORTE
MYRA
STREET

WOODROW
AVENUE

GLENCOE DRIVE
D
R
E
X
E
L
D
R
I
V
E

DAIN COURT

SAN PASQUAL
STREET

SCHOOL LANE

LA PUERTA
PLACE

DAYTONA
STREET
TWEED
STREET

RAMON STREET
LAWTON
DRIVE
BROCK
COURT

ROSEMARY LANE

PLACENTIA
STREET

LAWFORD
PLACE

DEVILLE
DRIVE
CEDRAL
PLACE

CINDERELLA
PLACE

LANSING
DRIVE
E
N
G
L
E
W
O
O
D
D
R
V
I
E

SVEA COURT
ALFORD
STREET

BAKERSFIELD
STREET

LEMONWOOD LANE
SHERI
LANE

ROOSEVELT
AVENUE
DAYTON
DRIVE
BETH
PLACE

FLORINE ROAD

DARRYL STREET
B
E
R
RY
LA
N
D
C
O
U
RT

FISHER LANE
HAVEN
DRIV E

BURNELL
AVENUE

PACIFIC AVENUE

KENNESTER DRIVE

CABERNET
WAY
JADAM
WAY

ALBERDI DRIVE

SANFORD DRIVE

VALENCIA
COURT
AMBER
PLACE

LONGDALE DRIVE
M
C
K
N
G
I
H
T
S
T
R
E
E
T

DAVIDSON
AVENUE
PALM
STREET
MOROSE
STREET

LYNDINE

CHATEAU WAY
RUSSAN
LAN
E
DREXEL
COURT

FAIRFAX
DRIVE

ENSENADA STREET
LEMON
LANE

MEADOW LANE

ROY STREET
BRYAN
COURT

BROADWAY AVENUE

ELKHORN
STREET
EPPICK
COURT

ZEMCO DRIVE TAFT STREET
MADERA
STREET

GOLDEN AVENUE
KOE
STREET

SAN PASQUAL
COURT
NATHAN
STREET
NIDA
PLACE
NINA
ROAD
TRACY
STREET
E
D
D
I
N
G
D
R
I
V
E
BARTON
DRIVE

EL ROY DRIVE

CARLISLE DRIVE
69TH
STREET

LEMONGRO
VE

SENIORC
EN
RET

ILDICA STREET

COLFAX DRIVE

NICHALS
STREET

OLIVE STREET

ADAMS STREET
S
ONOMA
LANE

DEBCO DRIVE
CASA
LANE

LARWOOD
ROAD

EL PRADO
AVENUE

DI FOSS
STREET

CHURCH STREET

CUYAMACA
AVENUE
LEMON
AVENUE

BUENA VISTA
AVENUE
M
A
I
N
STREET

JEFFERSON
STREET
GRANGE
STREET
ACACIA
STREET

WEST STREET

PRIMERA STREET
GOLDEN
AVENUE
C

AM ERON
DRIVE

BROADWAY NORTH

FRONTAGE

EL DORA STREET

CRESTLINE
DRIVE
D
E
N
S
T
O
N
E
P
L
A
C
E
SWE
W

ETWATER
AY

HILLTOP
DRIVE

DEBORAH
PLACE

ARCADIA
AVENUE
MULDER
STREET

BALDWIN
ROAD

BLOSSOM LANE

MERCURY DRIVE

NORTH AVENUE

LESTER STREET

LOMA DRIVE

DREW LANE

AVALON WAY

VISTA AVENUE

GOLD LAKE
ROAD

CYPRESS AVENUE

HARDY DRIVE

LA CORTA STREET

LAS PALMAS

CAMINO DE
T
A
N
G
E
L
O
S
P
L
A
C
E

HIBISCUS DRIVE

WATWOOD ROAD
FAI
RHAVEN
STREET

CITRUS STREET

GLEBE ROAD

CITRONELLA
STREET

SAN ALTOS PLACE

NOBLE STREET

ANGELUS AVENUE

CRANE STREET
D
A
R
T
M
OOR
D
R
I
V
E

NORTH AVENUE
WA
S
H
I
N
G
T
O
N
S
TREE
T

SAN MIGUEL
AVENUE

BUENAVISTA
A
V
ENU
E