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Home My WebLink AboutCC AG PKT 2010-08-09#AAAGENDA STAFF REPORT DATE: August 9, 2010 TO: Honorable Mayor and City Council THRU: David Carmany, City Manager FROM: Sean Crumby, P.E., Director of Public Works SUBJECT: ADOPT THE 2010 PAVEMENT MANAGEMENT PLAN SUMMARY OF REQUEST: Approve Resolution No. 6035 adopting the 2010 Pavement Management Plan. BACKGROUND: Pavement Management is an asset management system used by agencies to effectively and equitably manage a street system for an entire city. The system catalogs and rates all of the streets within the City. It also maps out the performance of the streets over time and with projected budget numbers, prepares recommendations for future maintenance and rehabilitation. This system helps agencies not only to maximize the efficiency of the funds spent, but also helps to plan future needs for the city. Pavement Management became prevalent during the 1990's. During that period the Orange County Transportation Authority (OCTA) began requiring that Cities implement Pavement Management to remain eligible to receive Measure M funding for street funding. OCTA has since updated the request that all streets within the City are included within a Pavement Management Program (PMP) that is updated every 2 years. Currently, the City receives approximately $350,000 in Measure M turnback funds annually, and has historically received over $300,000 annually in competitive Measure M grants. The City of Seal Beach has been utilizing a PMP since the early part of the 1990's, and has been updating that system every two years since 2004. The City of Seal Beach has invested heavily on the street system during this time and the PMP has assisted the City with optimizing this investment. In 2004 the City began utilizing a software system called the Metropolitan Transportation System for PMP. In 2009 OCTA prepared a study and standardized the requirements of the PMP that the Cities utilize. The Study recommended that the Cities use the MicroPAVER Pavement Management Software. The two systems are similar in that they rate streets on a 0 -100 scale, but the rating is not identical. The Agenda Item AA Page 2 Pavement Condition Indexes may vary by a few points between the two systems, and between different inspectors. For this biennial update, the City Council awarded $25,000 to the firm of Nichols Consulting Engineers (NCE) on April 26, 2010. NCE promptly sent a team of inspectors to the City to rate every street within the City. NCE then took the data from the previous software and converted it over to the new system, and prepared the Pavement Management Report. A copy of the report has been available for review at the Public Works Department and is included as attachment "B ". FINANCIAL IMPACT: There is no impact to the general fund with this action. The proposed Pavement Management Plan identifies approximately $19 million in street improvements that could be made if the City had an unlimited budget. RECOMMENDATION: It is recommended that the City Council approve Resolution No. 6035 adopting the 2010 Pavement Management Plan. SUBMITTED BY: NOTED AND APPROVED: Sean Crumby, P.E. David Carmany, City Manager Director of Public Works Attachments: A. Resolution No. 6035 B. 2010 Pavement Management Plan RESOLUTION NUMBER 6035 A RESOLUTION OF THE SEAL BEACH CITY COUNCIL ADOPTING THE 2010 PAVEMENT MANAGEMENT PLAN WHEREAS, the Pavement Management Plan is an asset management system used by agencies to effectively and equitably manage a street system for an entire city; and WHEREAS, the Pavement Management Plan is updated every 2 years; and WHEREAS, the City of Seal Beach desires to adopt the 2010 Pavement Management Plan. NOW, THEREFORE, THE SEAL BEACH CITY COUNCIL DOES HEREBY RESOLVE: Section 1. The 2010 Pavement Management Plan is hereby adopted. PASSED, APPROVED and ADOPTED by the City Council of the City of Seal Beach at a regular meeting held on the 9th day of August , 2010 by the following vote: AYES: Council Members NOES: Council Members ABSENT: Council Members ABSTAIN: Council Members Mayor ATTEST: City Clerk STATE OF CALIFORNIA } COUNTY OF ORANGE } SS CITY OF SEAL BEACH } I, Linda Devine, City Clerk of the City of Seal Beach, do hereby certify that the foregoing resolution is the original copy of Resolution Number 6035 on file in the office of the City Clerk, passed, approved, and adopted by the City Council at a regular meeting held on the 9th day of August , 2010. City Clerk i lk ! y a 1 2t i NK T*� — Sal ol ci 3r MVALA qlll 111 tu'llm, NICHOLS CONSULTING ENGINEERS, CHID. Engineering and Environmental Services 7071 Warner Avenue, F #147 Huntington Beach, CA 92647 (714) 848 -8897 334.06.30 City of Seal Beach Pavement Management Program Final Report Submitted to: City of Seal Beach 211 8 th Street Seal Beach, CA 90740 July 2010 Table of Contents Introduction..................................................................................................................... ..............................1 Purpose........................................................................................................................... ............................... l City's Street Network .................................................................................................... ............................... 2 ExistingPavement Condition ......................................................................................... ............................... 4 Maintenance & Rehabilitation Strategies ...................................................................... ............................... 8 PayNow or Pay More Later .......................................................................................... ............................... 8 Expenditures for Pavement Maintenance ...................................................................... .............................10 FundingSources ........................................................................................................... ............................... 11 BudgetNeeds ................................................................................................................. .............................12 BudgetScenarios ........................................................................................................... .............................14 Scenario 1 - Unconstrained ($18.9 million) ...................................................... .............................15 Scenario 2 - Maintaining PCI at 80 ($1.7 million/year) ................................... .............................16 Scenario 3 - Existing Budget ($850,000/ year) ................................................. .............................17 Discussion..................................................................................................................... .............................18 Conclusions.................................................................................................................. ............................... 21 Section 1: Street Inventory and PCI Report Section 2: Maintenance and Rehabilitation History Section 3: Sections Selected For Treatment ($850,000 /year, City's Existing Budget) Section 4: City's Projected Resurfacing Program Section 5: City's Projected Slurry Seal Program Nichols Consulting Engineers, Chtd. ii List of Tables Table 1. Network Summary Statistics by Functional Class ...................................... ..............................1 Table 2. Percentage of Pavement Area by Condition (20 10) ................................... ............................... 4 Table 3. Pavement Condition by Functional Class ( 2010) ....................................... ............................... 5 Table 4. Pavement Condition Category Breakdown for 2004 -2010 ........................ ............................... 6 Table 5. Average Network Condition for 2004- 2010 ............................................... ............................... 6 Table 6. Pavement Budget (2004 to 2016) ............................................................... .............................10 PCI vs. Unfunded Backlog for Maintain PCI at 80 ($850,000 /year) ......... .............................16 Table 7. Summary of Results from Needs Analysis ................................................. .............................12 PCI vs. Unfunded Backlog for Existing Budget ........................................ .............................17 Table 8. Summary of Results from Scenario 1 - Unconstrained Budget .................. .............................15 Pavement Condition Index for Each Scenario ............................................ .............................18 Table 9. Summary of Results from Scenario 2 - Maintain PCI at 80 ....................... .............................16 Effect of Different Scenarios on Unfunded Backlog .................................. .............................19 Table 10. Summary of Results from Scenario 3 - Existing Budget ............................ .............................17 Percentage of Road Network Area of Each Condition List of Figures Figure 1. Current Pavement Condition by % of Network Area ................................. ............................... 5 Figure 2. Costs to Maintain Pavements Over Time .................................................. ............................... 9 Figure 3. Cost Effectiveness of Treatments ............................................................... .............................13 Figure 4. PCI vs. Unfunded Backlog for Unconstrained Budget ............................... .............................15 Figure 5. PCI vs. Unfunded Backlog for Maintain PCI at 80 ($850,000 /year) ......... .............................16 Figure 6. PCI vs. Unfunded Backlog for Existing Budget ........................................ .............................17 Figure 7. Pavement Condition Index for Each Scenario ............................................ .............................18 Figure 8. Effect of Different Scenarios on Unfunded Backlog .................................. .............................19 Figure 9. Percentage of Road Network Area of Each Condition Category for Different Budget Scenarios ................................................. ............................... 20 Nichols Consulting Engineers, Chtd. iii Introduction The City of Seal Beach has utilized a pavement management program (PMP) to manage its street network since 2004. The first PMP software used was the StreetSaver® program, but in 2010, the City converted to the MicroPAVER software to be compliant with the requirements of the Orange County Transportation Authority (OCTA). Both programs are similar and rate pavements on a 0 -100 Pavement Condition Index (PCI) scale. Nichols Consulting Engineers, Chtd. (NCE) was selected by the City of Seal Beach to update the City's pavement management system in 2010. The entire network (approximately 41 centerline miles or 210 pavement sections) were surveyed. The surveys were completed in May 2010, and all survey data were entered into MicroPAVER database, which was converted from the previous StreetSaver database. The table below summarizes the lengths and area of the pavement network by functional class. Table 1. Network Summary Statistics by Functional Class As part of this project, a pavement needs analysis was performed on the pavement network. Three budgetary scenarios were also analyzed. Due to differences in the software parameters between the StreetSaver® and MicroPAVER programs, the results will be similar, but not identical. Therefore, any comparisons with past reports and analyses should bear this in mind. Purpose The purpose of this report is to assist policy makers in utilizing the results of the Pavement Management Program (PMP). Specifically, this report links the PMP recommended repair program costs to the City of Seal Beach's current and projected budgets and identifies various maintenance and rehabilitation strategies. The analyses assess the adequacy of current and projected revenues to meet the maintenance needs recommended by the PMP program. It also maximizes the return from pavement funding by: (1) implementing a multi -year road rehabilitation and maintenance program; (2) developing a preventative maintenance program; and (3) prioritizing and selecting the most cost effective repairs. This study determines the overall condition of the pavement network and highlights options for Nichols Consulting Engineers, Chtd. improving the current network -level pavement condition index (PCI). These options are developed by conducting "what -if' analyses. By varying the budget amounts available for pavement maintenance and repair, one can see how different funding strategies can impact the City's streets over the next seven years. City's Street Network The City of Seal Beach was incorporated in 1915 and has been in operation under its own charter since1964. It covers an area of 11.6 square miles in the western corner of Orange County. The City's total population in 2000 was 24,157. Originally called Bay City, Seal Beach was developed in the early 1900's as a resort destination for residents of the Los Angeles area. Its early growth was accelerated by the construction of the Pacific Electric Railway Trolley, which reached the City in 1906. In 1926, oil was discovered in the City, and the oil boom that followed resulted in the development of Seal Beach into the mainly residential community it is today. The City is divided into several distinct communities, each of which is described in detail in the following paragraphs. Old Town is the area south of Pacific Coast Highway (PCH) and Marina Drive, between 1 st Street and Seal Beach Boulevard, and was developed in the 1920's. It is the oldest area within the City's corporate limits. High density residential and commercial land uses are prevalent in this area. Large single - family residential lots located directly on the beach are found in the Gold Coast District. The City's mile long beach in Old Town is used for surfing and swimming. The Seal Beach Pier, located at the end of Main Street, provides fishing facilities and a restaurant. Much of Old Town dates back to the 1920's. The original street network was laid out in a grid formation and constructed of concrete. Over the years, many of these streets have been overlaid with asphalt. Bridgeport is the area located west of Pacific Coast Highway, north of Marina Drive and southwesterly of San Gabriel River. It was primarily developed in the 1960's and consists of medium and high density residential land uses. Marina Hill was developed in the 1950's and consists of single - family homes. This area is located north of Pacific Coast Highway and west of Seal Beach Boulevard, adjacent to the southerly edge of the Hellman Ranch property. It is further divided into Marina Hill -North and Marina Hill South, with Bolsa Avenue forming the boundary. Surfside, a colony which was incorporated in the 1930's, consists of single - family homes located on the south portion of Anaheim Bay. Although a gated community, pedestrian and bicycle access to the beach is available. Leisure World covers the portion of the City between Westminster Boulevard and the San Diego Freeway westerly of Seal Beach Boulevard. It was built in 1961. It is a gated retirement community of 600 acres. Leisure World provides a secure, serene environment for seniors 55 and Nichols Consulting Engineers, Chtd. 2 older. Medical, religious, commercial and recreational facilities are all provided within the compound limits. College Park East is a single- family residential area developed in the late 1960's. It is located between the San Diego Freeway and Lampson Avenue, west of the Bolsa Chica Channel in the northeast section of the City. Streets within this community were constructed in the late sixties. The original thickness of the asphalt concrete was only 2 inches and too thin to accommodate the traffic loads. Private Streets The following neighborhoods have private streets and are maintained by an association and no City funds go toward their maintenance. • Leisure World • Centex Homes • Riverbeach Condominiums • Surfside • Heron Pointe Nichols Consulting Engineers, Chtd. 3 Existing Pavement Condition As previously noted, the City of Seal Beach is responsible for the repair and maintenance of approximately 41 centerline miles of streets. The surface area of the network is approximately 9.4 million square feet or 1 million square yards. The replacement value of the City's streets is approximately $99.1 million. (This is the cost to replace the pavement and does not include sidewalk, ramps, curb & gutter etc.) The pavement condition index, or PCI, is a measurement of pavement grade or condition and ranges from 0 to 100. A newly constructed road would have a PCI of 100, while very poor streets would have a PCI of 40 or less. Table 2 provides pavement condition breakdowns by PCI ranges or condition category and summarizes the condition of network in the City of Seal Beach. A large portion of the City's streets are in "Good" or "Very Good" condition category, as shown in Figure 1. Table 3 provides the pavement condition by Functional Class. Table 2. Percent of Pavement Area by Condition (2010) Nichols Consulting Engineers, Chtd. 4 Figure 1. Current Pavement Condition by % of Network Area / �1, Poo Poor 1% 6% MW Table 3. Pavement Condition by Functional Class (2010) The City of Seal Beach's current weighted average Pavement Condition Index for the roadways is 84, or in the "Good" condition category. The weighted average is determined as follows: N (PCI x A PCI = '_' N A Where PCIQ area weighted average PCI of pavement network PCI, PCI of pavement section number i A = area of section number i N = total number of section in City's network Nichols Consulting Engineers, Chtd. 5 This average PCI of 84 is an 8 -point increase from the last update in 2008, and is largely due to the significant amount of maintenance activities that have occurred in the past two years. The street inventory and PCI report is included in Section 1. A summary of the maintenance and rehabilitation history is included in Section 2. Table 4 summarizes the condition' of the road network from 2004 -2010. The percentage of pavements in good and very good condition has significantly increased since 2008. Conversely, the percentage of pavements in poor to very poor condition has gradually decreased over time. Table 4. Pavement Condition Category Breakdown for 2004 -2010 Table 5 below shows the network average PCI in the past 7 years. As can be seen, the weighted average condition of the pavement network has improved since 2006, with the highest increase in the last two years. Again, this is attributable to the significant repairs that have occurred in this period. Table 5. Average Network Condition for 2004 -2010 r Year 2004; 2008: 2010 'Average Network PCI The improvement in the pavement condition will make the City eligible for a 10% reduction in local matching fund requirements for the renewed Measure M competitive grant. This is a new incentive approved as part of the Renewed Measure M; specifically, the Measure M Regional Capacity Program -- which will provide Measure M grant funding for arterial, intersection, and freeway /arterial improvements — includes an incentive for successful implementation of pavement management programs. The incentive is a 10% reduction in local matching fund requirements, if either of the following conditions apply i.e. Nichols Consulting Engineers, Chtd. 6 a. Show measurable improvement of paved road conditions during the previous reporting period defined as an overall weighted (by area) average system improvement of one PCI point with no reduction in the overall weighted (by area) average PCI in the Master Plan of Arterial Highways (MPAH) or local street categories; or b. Have road pavement conditions during the previous reporting period within the highest 20% of the scale for road pavement conditions in conformance with OCTA Ordinance No. 3, defined as a PCI of 75 or higher. The City's PCI rating will make the City eligible for this 10% reduction in matching fund requirements. Nichols Consulting Engineers, Chtd. 7 Maintenance & Rehabilitation Strategies A variety of Maintenance and Rehabilitation (M &R) strategies may be applied to maintain pavements. They include slurry seals, asphalt concrete overlays and reconstruction, all of which extend the pavement life. The following paragraphs briefly describe the various strategies that are utilized in the City. Slurry Seals are a mixture of slow setting asphalt emulsion, fine aggregate (sand - like), and water. This mixture is spread over the entire pavement surface and is about 3/8" thick. In addition to protecting the asphalt concrete surface and subgrade from water damage, the slurry seal provides a new wearing surface. This type of treatment is analogous to oil changes for a car i.e. necessary maintenance that increases the life of a car (or, in this case, increases the life of the pavement so they do not prematurely require more costly repairs). Asphalt Concrete (AC) Overlays typically involves placing 1.5 to 4 inches of asphalt concrete over the existing surface. Overlays are placed when the pavement has deteriorated to a point that a seal coat will not bring the pavement back to an acceptable level of service, usually because of structural inadequacy. This may be caused by: • Age • Climate • Air & water penetrating the pavement through cracks • Aggregate base or subgrade soil failures • Heavier traffic loads than anticipated in the original design Reconstruction involves removing the existing layers of asphalt concrete and base and reconstructing an entirely new pavement section. Maintenance Intervals A seal coat is applied at regular intervals, usually 5 to 7 years. After several intervals of seal coats, an overlay is typically required to address structural issues. The intervals between overlays and reconstruction depends upon the road classification as well as the original design life. Major roads have higher traffic volumes, speeds, and loads, which increase pavement wear and demand a higher level of service for safety reasons. Every street eventually fails or reaches a point where it is cheaper to reconstruct than to repair. Pay Now or Pay More Later The Pavement Management Program (PMP) is designed to achieve an optimal network PCI somewhere between the low to mid 80's, which brings the network into a "good" condition category. In other words, the system will recommend priority list of maintenance treatments in an attempt to bring all the streets in the City of Seal Beach to a good condition, with the majority of the roads falling in the mid 80's. Nichols Consulting Engineers, Chtd. The cost to repair and maintain a pavement depends on its current PCI. In the "good" category, preventive maintenance treatments such as slurry seals have minimal costs. They are applied before pavement deterioration has become severe and usually cost approximately $0.30 /sq. ft. About 75% of the City's streets would benefit from these relatively inexpensive, life- extending treatments. As noted in Table 4, approximately 8% of the City's streets fall into the "fair" condition category. Pavements in this range show some fonn of distress or wear that require more than a life - extending treatment. The pavements typically require a thin overlay, which costs about $2.70 /sq. ft. The remaining 17% of the City of Seal Beach's streets fall below a PCI of 60. The City's policies indicate that a thick overlay or reconstruction is the most appropriate treatment. The costs for these treatments range from $4.90 to $10.501 sq. ft. Figure 2 demonstrates that pavement maintenance follows the old colloquial saying of "pay me now, or pay me more later." History has shown that it costs less to maintain roads in good condition than to repair roads that have failed. By allowing pavements to deteriorate, roads that once cost only $0.30 /sq. ft. to slurry seal may soon cost $2.70 to $4.90 /sq. ft. to overlay and upwards of $10.50 /sq. ft. to reconstruct. Pavement Condition Very Good Good .................. Fair .................. Poor Very Poor Do Nothing r Slurry Seat. ;= $0.30 /sf .............. - ti.7b/st ................................ ............................... .4" AC Overlay and Digouts $4.90 %st ' ........................ ............................... Reconstruction• = • ' i • S10.501st . Pavement Life Figure 2. Costs to Maintain Pavements Over Time Nichols Consulting Engineers, Chtd. 9 One of the key elements of a pavement management repair strategy is to keep roads in the "good" and "fair" categories from deteriorating. This is particularly true for roads in the "fair" range, because they are at the point where pavement deterioration accelerates if left untreated. Expenditures for Pavement Maintenance It is estimated that the City of Seal Beach will have funds of $850,000 /year for pavement expenditures for the next seven years. Table 6 summarizes the past and future estimated budget amounts. Three continuing funding programs have been allocated to meet the needs of preventative maintenance and rehabilitation. • Arterial Rehabilitation Program • Local Street Rehabilitation Program • Preventative Program (Slurry Seal) Table 6. Pavement Budgets (2004 to 2016) Note that the City currently has $770,000 a year budgeted for the five -year Capital Improvement Program (CIP). This includes $160,000 for slurry seals, $350,000 for arterial rehabilitation, and $260,000 for local rehabilitation. However, City staff aggressively pursues, and typically receives grants that supplement the paving budget to provide for more road paving projects. Historically, Seal Beach has been successful at obtaining additional funds such as Prop. 113 or the Measure M competitive grants. Therefore, this report assumes that, on average, $850,000 a year will be spent on paving. Nichols Consulting Engineers, Chtd. 10 " Arterial rehabilitation has been funded with Measure M grants which augment City funds. Funding Sources The following is a discussion of future revenues available to the City for street maintenance. State Gas Tag / Prop. 42 The motor vehicle fuel tax in California includes an 18 -cent per gallon excise tax used for transportation improvements as well as a sales tax (Prop. 42). However, effective July 1 2010, Prop. 42 will no longer exist, but the excise tax will be increased so that funding to Cities and Counties are kept "whole ". The City receives approximately $600,000 annually in gas tax. It currently transfers approximately $300,000 into the General Fund to pay for general maintenance operations of streets such as striping, pothole patching, sign and signal maintenance. The remaining funds of $300,000 per year are applied towards resurfacing projects. Measure M Turnback Measure M is the '/z -cent local retail sales tax approved by voters in November 1990 and renewed in 2006 until 2040. The program will provide $450 million to local agencies for street maintenance and local traffic improvements. These funds are used alone or in conjunction with other sources to address transportation improvements such as rehabilitation, signals, street widening, etc. The City's share is approximately $400,000 per year and will be used to fund resurfacing projects. Measure M Competitive Grants In addition to the Turnback funds, the Comprehensive Transportation Program (CTP) also includes a competitive grant process for projects such as capacity program, signal synchronization and transit. The Arterial Highway Rehabilitation Program (AHRP) will fund projects such as overlays and reconstruction. Eligible expenditures include bike lanes, bus turnouts /pads, replacement of parking lanes, curbs, gutters, catch basins, curb ramps and some sidewalks. City streets that are included in the Master Plan of Arterial Highway (UTAH) system are eligible. Local Revenues /General Funds Local revenues that may be used for street rehabilitation include retail sales tax, redevelopment fees, assessment districts and property taxes. These revenue sources are also used for vital city activities such as police, fire and administrative services. In 2010 the City budgeted and expended more than $5.0 million on local paving projects. Nichols Consulting Engineers, Chtd. 11 Budget Needs Based on the principle that it costs less to maintain roads in good condition than bad, the Pavement Management Program strives to develop a maintenance strategy that will first improve the overall condition of the arterials to an optimal PCI somewhere between the mid and upper 80's, and then maintain it at that level. The average PCI for the City's streets is 84, which is in the "Good" condition category, but there is still a portion of the streets that exhibit load - related distresses. In addition, there is currently a significant unfunded backlog of several million dollars. If these issues are not addressed, the quality of the arterials will inevitably decline. In order to correct these deficiencies, a cost - effective funding and maintenance and rehabilitation strategy must be implemented. The first step in developing a cost - effective maintenance and rehabilitation strategy is to determine the maintenance "needs" of the City of Seal Beach's streets. Using the budget needs module, maintenance needs over the next seven years were estimated at $18.9 million. These costs significantly exceed the City's current funding levels of $5.95 million. If the City of Seal Beach rehabilitated every street within the City, the average PCI will be 86 in 2017. If, however, no maintenance is applied over the next seven years, already distressed roads will continue to deteriorate, and the PCI will drop to 73 by 2017. The results of the budget needs analysis are summarized in Table 7 (below). Note that the seven year analysis period is a change from previous analyses, which only considered fives ears The results of the budget needs analysis are shown in Table 7 below. Of the $18.9 million in maintenance needs shown, approximately $1.8 million (9.5 percent) is earmarked for preventative maintenance, while $17.1 million (90.5 percent) is allocated for more costly rehabilitation and reconstruction treatments. It is important to note that these budgetary numbers have been compiled using current projects as a basis for construction costs. Currently, the economy has yielded an extremely competitive bidding environment that may not be sustainable in the long term. An inflation factor of 5% was used for this analysis. Nichols Consulting Engineers, Chtd. 12 The cost - effectiveness of preventative maintenance treatments is demonstrated in Figure 3 which compares the current condition of the network and the maintenance needs estimated. The portion of the network in good and very good condition (75% of the City's streets) requires only $2.6 million over the next seven years, whereas the 25% in the "fair" to "very poor" condition needs approximately $16.3 million. Figure 3. Cost - Effectiveness of Treatments Good and Very Good, 75.00% Network Area by Condition Maintenance Needs By Condition Nichols Consulting Engineers, Chtd. 13 Budget Scenarios Having determined the maintenance needs of the City's streets, the next step is to conduct what -if analyses. The program projects the consequences of different scenarios on pavement condition (PCI) and unfunded backlog. By examining the effects on these indicators, the advantages and disadvantages of different funding levels and maintenance strategies become clear. The following scenarios were analyzed for this report: Scenario 1: Unconstrained Budget ($18.9 million) - The total amount for the next seven years and the budget for each year are the same as identified in the budget needs analysis, i.e. $18.9 million. This scenario will spend $18.9 million in 2011 to rehabilitate all of the City's pavement. It will improve the condition of the streets to a PCI of 86 by 2017 and eliminate the unfunded backlog. Scenario 2: Maintain PCI at 80 ($1.7 million /year) - The budget required to maintain the City's streets at a PCI of 80 would be $1.7 million/year. In the meantime, the unfunded backlog will decrease from $17.7 million to $12.7 million by 2017. Scenario 3: Existing Budget ($850,000 1year) - This scenario illustrates the impacts of the City's current budget on the network. The PCI of the network will deteriorate to 76, and the unfunded backlog will grow to over $20.5 million by 2017. The list of sections selected for treatment under existing budget is detailed in Section 3. This list of candidate streets has been further refined by City staff and is detailed in Section 4 and 5. Note that the unfunded backlog consists of pavement maintenance that is needed, but which can not be accomplished due to lack of funding. Shrinking budgets have forced many California cities and counties to defer much - needed road maintenance. By deferring maintenance, not only does the frequency of citizens' complaints about the condition of the network increase, but the cost to repair these roads rises as well. Nichols Consulting Engineers, Chtd. 14 Scenario 1: Unconstrained Budget ($18.9 million) To eliminate the unfunded backlog will require $18.9 million for the next 7 years. The average PCI will increase to 86 from its current level of 84 by 2017. Figure 4. PCI vs. Unfunded Backlog for Unconstrained Budget ($18.9million) M $� c $20 ca _o m= d ea c m 0� "=$10 0 2011 2012 2013 2014 2015 2016 2017 Year of 4-1 8 a 70 0 V 60 c 0 50 V C 40 8 30 0 d E 20 > a 10 0 ME Unfi.nded Bacldog —&— Pavement Condition Index Nichols Consulting Engineers, Chtd. 15 Table 8. Summary of Results for Scenario 1— Unconstrained Budget Scenario 2: Maintain PCI at 80 ($1.7 million /year) The budget required for maintaining the City's network at an average PCI of 80 will be $1.7 million/year. In the meantime, the unfunded backlog will decrease from $17.7 million to $12.7 million by 2017. Table 9. Summary of Results for Scenario 2 - Maintain PCI at 80 Figure 5. PCI vs. Unfunded Backlog for Maintain PCI at 80 ($1.7 million /year) $30 8' H $20 m o m— m � $10 $0 85 85 85 84 82 81 80 $15.9 $15.5 $15.1 $14.7 $13.9 $13.7 $12.7 All a1 � =w: �•' sr ti 80 70 60 0 50 C 40 v 30 E - 20 o I 1 2011 2012 2013 2014 2015 2016 2017 Year �Unfunded Backlog °Pavement Condition Index Nichols Consulting Engineers, Chtd. 16 Scenario 3: Existing Budget ($850,000 1year) In this scenario, the average PCI will deteriorate to approximately 76 from its current level of 84. Pavements in this category are still in "Good" condition. Not only does the pavement condition deteriorate but the unfunded backlog grows from $17.7 million to $20.5 million by 2017. What this implies is that the City is "not catching up" with the increasing number of streets that are deteriorating. Figure 6. PCI vs. Unfunded Backlog for Existing Budget ($850,000/year) $30 CM y $ Y C v O A ._ M v w $0 84 83 82 81 79 78 76 $18.1 $18.8 $19.2 $20.2 $20.5 $16.9 $17.4 2011 2012 2013 2014 2015 2016 2017 Year Unfunded Backlog 6 Pavement Condition Index 100 80 a 70 60 —` C O 50 40 0 30 a E d 20 a. 10 0 Nichols Consulting Engineers, Chtd. 17 Table 10. Summary of Results for Scenario 3 - Existing Budget Discussion Figure 7 illustrates the change in PCI over time for the different budget scenarios. Note that in the unconstrained funding scenario, the PCI will gradually deteriorate to 86 after seven years. This is due to the cyclical nature of preventative maintenance treatments that are applied once every 5 to 7 years. By comparison, the existing budget will result in a drop of the PCI to 76 by 2017. Figure 7. Pavement Condition Index for Each Scenario 100 95 90 85 IL 80 75 70 65 60 Unconstrained Budget 1 Maintain PCI at 80 -10— E)dsting Budget —C—Do Nothing 2010 2011 2012 2013 2014 2015 2016 2017 Year Ending Nichols Consulting Engineers, Chtd. 18 97 95 93 91 85 85 85 89 84 88 3 82 86 82 84 84 81 81 82 79 80 80 78 76 76 75 73 Unconstrained Budget 1 Maintain PCI at 80 -10— E)dsting Budget —C—Do Nothing 2010 2011 2012 2013 2014 2015 2016 2017 Year Ending Nichols Consulting Engineers, Chtd. 18 Figure 8 below illustrates the change in unfunded backlog over time for the different budget scenarios. Note that the unconstrained budget has no unfunded backlog. Figure 8. Effect of Different Scenarios on Unfunded Backlog Nichols Consulting Engineers, Chtd. 19 $20.2 20. 5 - $18.8. .$ ,$19.2 c .. Y $17.4: :$16.9' . $18.1 - 30 d a o V= y � ea p rr [tt 20 $15.50 $13.70 $15.90. $15.10 $13.90 70' 10 Existing Budget ,t .�, Y• r +t �,�' s Maintain PCI at 80 0 2011 2012 2013 2014 2015 2016 2017 Unconstrained Year ❑Unconstrained Budget ❑Maintain PCI at 80 ®Existing Budget Nichols Consulting Engineers, Chtd. 19 Figure 9. Percentage of Road Network Area of Each Condition Category for Different Budget Scenarios 5 .. Current Conditions — 2010 Very Poor Poor 10% Fair 0% Poor 0% 1% Very Poorre� ' r Fair 14% a ' 5% OKI • r, to , r Good/Very Good ! ' { � ti . *` GoodNeryGood 90% Y r. `•7 Sa�ayi j.�t�� "�' `•�� -',', br`'_��:�.Yys+�j. Scenario 3: Existing Budget — 2017 Scenario 2: Maintain PCI at 80 - 2017 Figure 9 (above) illustrates the change in the percentage of the road area within each condition category for the different budget scenarios. With Scenario 3 (Existing Budget), the "Very Poor" category increases to 14% from the current 11 %. But with $ 1.7 million/year (Maintain PCI at 80), the "Good" and "Very Good" category increases to 90% from the current 75 %. Nichols Consulting Engineers, Chtd. 20 Conclusions The City of Seal Beach has a substantial investment in their street network as evidenced by the replacement cost of approximately $99.1 million. The network average PCI of the City is 84. Overall, 75 % of the City's street network is in the "Good" and "Very Good" condition category. In the meantime, about 17% of the streets are in "Poor" or "Very Poor" condition category. This requires a significant amount of money to bring them into the "Good" condition category. If sufficient funding is unavailable for street maintenance, the average PCI of the network is expected to decrease, and the unfunded backlog will increase. The higher backlog will result in increased future costs as more capital intensive treatments (such as reconstruction) will be necessary as streets are deferred where less expensive treatments (such as surface seals or overlays) are currently feasible. Our analyses indicate that the City needs to spend $18.9 million in pavement maintenance and rehabilitation in the next seven years, in order to eliminate the unfunded backlog. By doing so, many streets then can be maintained in good condition with on -going preventive maintenance. This will eventually save money by avoiding reaching the level of major rehabilitation (such as reconstruction) until the end of the pavement's service life. a. Pavement Budget The City's current budget for pavement maintenance and rehabilitation is $5.95 million for next seven years. At this budget level, the network average PCI is expected to decrease from the current level of 84, which is in "Good" condition category, to 76. In addition, 15% of the network will fall in the "Poor" and "Very Poor" category. As a minimum, we suggest that the City of Seal Beach consider increasing pavement expenditures to achieve the following objectives: • To preserve and improve pavements in the "Good" category • Reduce the percentage of pavements in the "Poor" and "Very Poor" categories • Maintain the average PCI at 80 Note too that the new Measure M2 guidelines recently adopted by OCTA allow for a 10% reduction in matching funds if one of the following conditions are met: a. Shows measurable improvement of paved road conditions during the previous reporting period defined as an overall weighted (by area) average system improvement of one Pavement Condition Index (PCI) point with no reduction in the overall weighted (by area) average PCI in the Master Plan of Arterial Highways (MPAH) or local street categories; -or - b. Have road pavement conditions during the previous reporting period within the highest 20% of the scale for road pavement conditions in conformance with OCTA Ordinance No. 3, defined as a PCI of 75 or higher. Nichols Consulting Engineers, Chtd. 21 In terms of priorities, the City should: a. Fully fund all preventive maintenance activities. b. "Package" surface seal projects to produce cost effective bids. c. Apply sufficient stop gap funds to streets that are deferred. Examples of other sources of funding include: • Assessment districts • Local Transportation Bond • Developers' fees • Parking fees • Truck impact fees b. Pavement maintenance strategies The City's pavement maintenance strategies include slurry seals, overlays and reconstruction. It is tempting to invest in the worst streets and only fund overlay or reconstruction projects. However, it is equally important to preserve good pavements. Crack sealing, one of the least expensive treatments, can keep moisture out of pavements and prevent the underlying aggregate base from premature failures. Surface seals are also cost - effective for pavements currently in good condition. Therefore, we recommend that the City continues its preventive maintenance program to preserve the good pavements. In addition, other strategies such as cold -in -place recycling or full depth reclamation should be considered when considering rehabilitation treatments. These may save the city significant amounts over more conventional treatments. c. Maintenance and rehabilitation decision trees The maintenance and rehabilitation decision trees and the associated unit costs should be reviewed and updated annually to reflect new construction techniques /repairs and changing costs so the budget analysis results can be reliable and accurate. d. Pavement Management Program Update OCTA requires cities submitting pavement rehabilitation projects for Measure M funding to utilize a Pavement Management Program (PMP). This includes updating the condition for all MPAH streets every two years, and non -MPAH streets every six years. We recommend that the City of Seal Beach comply with the above requirements so as not to jeopardize any federal, state or local transportation funds. This is particularly critical since significant funding increases are needed to maintain the pavement network in "good" condition. Nichols Consulting Engineers, Chtd. 22 Section 1 Street Inventory and PCI Report City of Seal Beach Street Inventory and PCI Report 6/16/2010 Streef - . • 10TH S /OCEAN N /ELECTRIC 2 Length Widt, 950 40 38, 000 E AC 100 �. - 5/8/2010 10TH S /SEAL N /OCEAN 2 210 25 5,250 E AC 44 5/8/2010 11TH S /ELECTRIC N /PCH 2 660 40 26,400 E AC 95 5/8/2010 11TH S /ELECTRIC N /LANDING 2 210 37 7,770 E AC 40 5/8/2010 11TH S /SEAL N /OCEAN 2 210 25 5,250 E AC 89 5/8/2010 11TH S /OCEAN N/ ELECTRIC 2 900 40 36,000 E AC 100 5/8/2010 12TH S /ELECTRIC N /PCH 2 860 37 31,820 E AC 100 5/8/2010 12TH S/ OCEAN N/ ELECTRIC 2 810 40 32,400 E PCC 97 5/8/2010 12TH S /SEAL N /OCEAN 2 210 24 5,040 E AC 86 5/9/2010 13TH S /ELECTRIC N /PCH 1 960 21 20,160 E AC 48 5/9/2010 13TH S/ OCEAN N/ ELECTRIC 2 710 40 28,400 E AC 100 5/11/2010 13TH S /SEAL N /OCEAN 2 210 25 5,250 E AC 87 5/11/2010 14TH S /ELECTRIC N /PCH 2 1,010 21 21,210 E AC 37 5/9/2010 14TH S/ OCEAN N/ ELECTRIC 2 660 40 26,400 E AC 100 5/11/2010 14TH S /SEAL N /OCEAN 2 210 25 5,250 E AC 92 5/11/2010 15TH S /ELECTRIC N /PCH 1 1,110 21 23,310 E AC 34 5/9/2010 16TH S /ELECTRIC N /PCH 2 1,160 21 24,360 E AC 47 5/9/2010 17TH S /ELECTRIC N /PCH 1 1,260 21 26,460 E AC 47 5/9/2010 1ST S /OCEAN N /MARINA 2 887 40 35,480 E AC 100 5/2412010 1ST N /PCH 597NE /PCH 2 597 24 14,328 E AC 56 5/11/2010 1ST S /MARINA N /PCH 2 2,172 23 49,956 E AC 68 5/11/2010 1ST S/ PCH N/ MARINA 2 2,172 22 47,784 E AC 78 5/11/2010 2ND S/ OCEAN N/ CENTRAL 2 860 40 34,400 E AC 98 5/11/2010 3RD ST S/ OCEAN N/ CENTRAL 2 760 40 30,400 E AC 100 5/11/2010 4TH ST S/ OCEAN N/ MARINA 2 1,200 40 48,000 E AC 98 5/11/2010 5TH S /MARINA N /PCH 4 660 60 39,600 E AC 90 5/8/2010 5TH S /OCEAN N /MARINA 2 1,400 40 56,000 E AC 100 5/8/2010 6TH S /OCEAN N /ELECTRIC 2 1,300 40 52,000 E AC 100 5/24/2010 7TH S /ELECTRIC MARINA 2 210 40 8,400 E AC 100 5/24/2010 7TH S /OCEAN N /ELECTRIC 2 1,280 40 51,200 E AC 100 5/24/2010 8TH S /ELECTRIC N /PCH 2 1 460 40 18,400 E AC 100 5/24/2010 8TH S /OCEAN N /ELECTRIC 2 1 1,150 40 46,000 E AC 100 5/24/2010 ADOLFO LOPEZ WEND 425 E /SEAL BEACH 2 800 60 48,000 E AC 86 5/9/2010 ADOLFO LOPEZ W /SEAL BEACH 425 MEAL BEACH 2 425 60 25,500 E AC 65 5/9/2010 AGUA S/ MARLIN WEND 2 220 27 5,940 E AC 93 5/11/2010 ALMOND E /OLEANDER I WASTER 2 4,390 36 158,040 C AC 92 5/8/2010 ALMOND E/ VIOLET JE EDGE ROSE CIR 2 765 1 37 28,305 C AC 97 5/9/2010 Nichols Consulting Engineers, Chtd. Page 1 of 6 City of Seal Beach Street Inventory and PCI Report 6/16/2010 -- ALMOND E EDGE ROSE CIR W/ OLEANER 2 705 37 - 26,085 C AC 100 e. - 5/9/2010 ASTER S1 ALMOND N/ BIRCHWOOD 2 1,239 37 45,843 E AC 89 5/9/2010 ASTER N/ BIRCHWOOD N/ CANDLEBERRY 2 206 37 7,622 E AC 100 5/9/2010 AVALON S/ CATALINA WEND 2 430 33 14,190 E AC 100 5/11/2010 BALBOA S /BOLSA N /CATALINA 2 1,060 37 39,220 C AC 36 5/11/2010 BALBOA S /PCH N /BOLSA 2 660 37 24,420 E AC 44 5/11/2010 BANYAN E /CAMELIA W/COLUMBINE 2 600 33 19,800 E AC 97 5/9/2010 BASSWOOD E /ASTER W /LAMPSON 2 410 36 14,760 C AC 100 5/9/2010 BAYOU E /BAYSIDE W/HARBOR 2 630 33 20,790 E AC 100 5/9/2010 BAYSIDE S /BOLSA N /CRESTVIEW 2 1,410 33 46,530 C AC 100 5/8/2010 BEACHCOMBER S /BOLSA N /SEA BREEZE 2 1,160 33 38,280 E AC 100 5/8/2010 BERYL COVE S/ EMERALD COVE N/ MARLIN 2 360 33 11,880 E AC 100 5/11/2010 BEVERLY MANOR MEAL BEACH 76 W/SEAL BEACH 2 760 42 31,920 E AC 100 5/24/2010 BEVERLY MANOR 76 E /SEAL BEACH MEND 2 3,300 25 82,500 E AC 100 5/24/2010 BIRCHWOOD E/ OLEANDER WASTER 2 3,660 33 120,780 E AC 100 5/11/2010 BLUE BELL S /ALMOND N /BIRCHWOOD 2 710 33 23,430 E AC 87 5/9/2010 BOLSA E /SEAL BEACH W/MAIN 2 2,810 37 103,970 A AC 58 5/11/2010 CAMELIA S /ALMOND N /BANYAN 2 590 33 19,470 E AC 91 5/9/2010 CANDLEBERRY E /FUCHSIA W /LAMPSON 2 2,210 36 79,560 E AC 100 5/24/2010 CANDLEBERRY E /MARIGOLD W /FUCHSIA 2 1,560 37 57,720 E AC 100 5/24/2010 CANDLEBERRY E/WISTERIA W/OLEANDER 2 1,660 33 54,780 E AC 92 5/8/2010 CARAVEL S/ MARINA N/ CORSAIR 2 360 37 13,320 E AC 100 5/11/2010 CARMEL E/ SURF W/ COASTLINE 2 360 37 13,320 E AC 100 5/11/2010 CARNATION S /ALMOND WEND 2 230 33 7,590 E AC 89 5/8/2010 CATALINA E /BALBOA W /COASTLINE 2 1,910 37 70,670 C AC 94 5/11/2010 CATALINA E /END W/BALBOA 2 2,470 37 91,390 C AC 100 5/9/2010 CENTRAL E /12TH W/MAIN 2 860 40 34,400 C AC 100 5/24/2010 CENTRAL E/1 ST W /2ND 1 260 20 5,200 C AC 100 5/24/2010 CENTRAL E /2ND W /MAIN 2 2,160 40 1 86,400 C AC 100 5/24/2010 CENTRAL WY E/ 2ND W/ 1ST 2 260 40 10,400 E AC 97 5/11/2010 CENTRAL WY E/ 4TH W/ 2ND 2 560 38 21,280 E AC 99 5/11/2010 CENTRAL WY E/ 5TH W/ 4TH 2 260 38 9,880 E AC 100 5/11/2010 CLIPPER E/ CARAVEL W/ ELECTRIC 2 910 33 30,030 E AC 87 5/11/2010 CLOVER IS/ALMOND WEND 2 130 33 4,290 E AC 81 5/8/2010 COASTLINE S /CARMEL WEND 2 480 27 12,960 E AC 92 5/8/2010 COASTLINE E /CARMEL IMBALBOA 2 2,380 33 78,540 C AC 95 5/8/2010 COLLEGE PARK 1E/HARVARD IW /HARVARD 2 2,590 37 95,830 C AC 94 5/8/2010 Nichols Consulting Engineers, Chtd. Page 2 of 6 City of Seal Beach Street Inventory and PCI Report 6/16/2010 COLLEGE PARK E /HARVARD W /CITY LIMIT 2 940 44 41,360 E AC 88 5/8/2010 COLUMBINE S /ALMOND N /BANYAN 2 210 33 6,930 E AC 97 5/8/2010 CORAL E/ END W/ BAY VIEW 2 230 27 6,210 E AC 100 5/11/2010 CORSAIR 'S/CARAVEL N /SCHOONER 2 1,020 33 33,660 E AC 99 5/8/2010 CREST S /CATALINA N /CRESTVIEW 2 210 33 6,930 E AC 100 5/8/2010 CRESTVIEW E/ CATALINA W/ AVALON 2 3,060 33 100,980 E AC 100 5/11/2010 CRYSTAL S/ CRYSTAL COVE WEND 2 240 27 6,480 E AC 100 5/11/2010 CRYSTAL COVE E/ MARBLE COVE W/ OPAL COVE 2 520 33 17,160 E AC 100 5/11/2010 DAFFODIL S /ALMOND WEND 2 230 33 7,590 E AC 85 5/8/2010 DAHLIA S /ALMOND WEND 2 230 33 7,590 E AC 95 5/8/2010 DAISY S /ALMOND N /BIRCHWOOD 2 410 33 13,530 C AC 91 5/8/2010 DAISY S /CANDLEBERRY N /DOGWOOD 2 210 33 6,930 E AC 73 5/8/2010 DAISY CIRCLE S /FIR WEND 2 230 33 7,590 E AC 87 5/8/2010 DARTMOUTH E /END W /HARVARD 2 180 34 6,120 E AC 85 5/8/2010 DOGWOOD E /DAISY W/IRONWOOD 2 1,470 33 48,510 E AC 93 5/8/2010 DOGWOOD E /MARIGOLD W /FUCHSIA 2 1,520 33 50,160 E AC 91 5/8/2010 DOGWOOD EMISTERIA W/OLEANDER 2 1,710 33 56,430 E AC 72 5/8/2010 DOLPHIN S /SEAL WAY N/ OCEAN 2 226 24 5,424 E AC 87 5/8/2010 DOLPHIN N/ OCEAN N/ ELECTRIC 2 582 24 13,968 E AC 100 5/8/2010 DORY S /GALLEON N /SCHOONER 2 360 28 10,080 E AC 93 5/8/2010 DRIFTWOOD E /BALBOA W /COASTLINE 2 1,460 33 48,180 E AC 100 5/8/2010 EBBTIDE S/ COASTLINE WEND 2 230 27 6,210 E AC 1 100 5/11/2010 ELDER E /FUCHSIA W/IRONWOOD 2 1,490 36 53,640 E AC 100 5/24/2010 ELDER E /OLEANDER W /FUCHSIA 2 1,790 36 64,440 E AC 84 5/8/2010 ELDER E/VIOLET W /PRIMROSE 2 1,380 33 45,540 E AC 93 5/8/2010 ELECTRIC E/ 5TH W/ CORSAIR 2 510 37 18,870 A AC 93 5/8/2010 ELECTRIC E /CORSAIR WEND 2 380 33 12,540 A AC 95 5/8/2010 ELECTRIC E /SEAL BEACH 19 MEAL BEACH 2 190 34 6,460 A AC 92 5/8/2010 ELECTRIC N E /MAIN W /6TH 1 960 27 25,920 A AC 50 5/8/2010 ELECTRIC N E /SEAL BEACH W/MAIN 1 2,410 27 65,070 A AC 66 5/8/2010 ELECTRIC S E /6TH MAIN 1 910 25 22,750 A AC 93 5/8/2010 ELECTRIC S E /SEAL BEACH W/MAIN 1 2,360 25 59,000 A AC 48 5/8/2010 EMERALD COVE E/ BERYL COVE W/ JADE COVE 2 580 33 19,140 E AC 100 5/11/2010 EMERALD PL S/ EMERALD COVE WEND 2 230 27 6,210 E AC 100 5/11/2010 FATHOM E /SILVER SHOALS W /BALBOA 2 810 33 26,730 E AC 100 1 5/8/2010 FERN S /ALMOND I E/GOLDENROD WEND 2 230 33 7,590 E AC 94 1 5/8/2010 FIR W/IRONWOOD 2 1,460 33 1 48,180 E AC 100 1 5/24/2010 Nichols Consulting Engineers, Chtd. Page 3 of 6 City of Seal Beach Street Inventory and PCI Report 6/16/2010 FIR E /ROSE W/HEATHER 2 1,260 33 41,580 C AC 75 5/8/2010 FIR E /SUNFLOWER W /ROSE 2 330 33 10,890 C AC 100 5/24/2010 FIR E/WISTERIA W/SUNFLOWER 2 1,220 33 40,260 C AC 100 5/24/2010 FIR CIRCLE S /FIR WEND 2 130 60 7,800 E AC 100 6/16/2010 FUCHSIA S /BIRCHWOOD WELDER 2 640 33 21,120 C AC 100 5/24/2010 FUCHSIA CIRCLE S /FIR WEND 2 330 33 10,890 E AC 100 5/24/2010 GALLEON S /ELECTRIC N /DORY 2 970 33 32,010 E AC 92 5/8/2010 GOLDENROD S /ALMOND WEND 2 230 33 7,590 E AC 95 5/8/2010 GOLDENROD S /ELDER WEND 2 610 33 20,130 E AC 100 5/24/2010 GUAVA E /IRONWOOD WEND 2 530 33 17,490 E AC 100 6/16/2010 GUAVA E /PANSY W/HEATHER 2 1,360 33 44,880 E AC 79 5/8/2010 HARBOR S /BAYSIDE N /BAYOU 2 760 33 25,080 E AC 37 5/8/2010 HARVARD S /COLLEGE PARK WEND 2 3,310 37 122,470 C AC 91 5/8/2010 HAZELNUT S /GUAVA N /HEATHER 2 1,210 33 39,930 E AC 100 5/24/2010 HAZELNUT E /HEATHER W /ROSE 2 1,610 33 53,130 E AC 81 5/8/2010 HAZELNUT E/WISTERIA W /SUNFLOWER 2 1,310 33 43,230 E AC 60 5/8/2010 HEATHER S /ALMOND WEND 2 230 33 7,590 E AC 95 5/8/2010 HEATHER S /ELDER N /HAZELNUT 2 790 37 29,230 C AC 77 5/8/2010 HEATHER S /HAZELNUT N /LAMPSON 2 490 37 18,130 C AC 100 5/8/2010 IRIS S /ALMOND WEND 2 230 33 7,590 E AC 90 5/8/2010 IRIS HAZELNUT AVE IRONWOOD AVE 2 226 32 7,232 E AC 56 5/8/2010 IRONWOOD S /CANDLEBERRY N/HEATHER 2 2,491 33 82,203 E AC 50 5/8/2010 IRONWOOD E/ROSE W/IRIS 2 1,420 33 46,860 E AC 72 5/8/2010 IRONWOOD E/ WISTERIA W/ TULIP 2 322 37 11,914 E AC 29 5/8/2010 IRONWOOD W/ TULIP W/ SUNFLOWER 2 1,020 37 37,740 E AC 50 5/8/2010 ISLAND VIEW S /BOLSA N /SEA BREEZE 2 1,110 33 36,630 E AC 100 5/8/2010 JADE COVE S/ EMERALD COVE N/ MARLIN 2 360 33 11,880 E AC 100 5/11/2010 JASMIN S /ALMOND WEND 2 1 230 33 7,590 E AC 95 5/8/2010 LAGUNA 0 S/ MARLIN 0 N/ END 2 380 27 10,260 E AC 100 5/11/2010 LAMPSON W/ BASSWOOD 200 E/ O BASSWOOD 4 200 56 11,200 A AC 100 5/8/2010 LAMPSON E /BASSWOOD W/ SEAL BEACH 4 3,300 60 198,000 A AC 92 1 5/8/2010 LAMPSON E/ E CITY LIMIT 200 E/ BASSWOOD 4 7,200 60 432,000 A AC 96 5/9/2010 LANDING E /12TH W /11TH 2 260 42 10,920 E AC 70 5/9/2010 LANDING E /SEAL BEACH W /12TH 2 1 1,210 21 25,410 E AC 27 5/15/2010 LOYOLA PLAZA S /COLLEGE PARK WEND 2 330 25 8,250 E AC 90 5/9/2010 MAIN IS/ELECTRIC N /PCH 2 690 55 37,950 A AC 46 5/11/2010 MAIN IS/OCEAN AVE IN/ELECTRIC 2 1,190 57 67,830 A AC 79 5/11/2010 Nichols Consulting Engineers, Chtd. Page 4 of 6 City of Seal Beach Street Inventory and PCI Report 611 612 0 1 0 - MAR VISTA . E/ CATALINA W/ COASTLINE 2 Length - 1,610 33 53,130 E AC 100 �. - 5/9/2010 MAR VISTA W /COASTLINE PCH 2 123 36 4,428 E AC 100 5/9/2010 MARBLE COVE S/ CRYSTAL COVE N/ MARLIN 2 360 33 11,880 E AC 100 5/11/2010 MARIGOLD S /BIRCHWOOD N /CANDLEBERRY 2 160 33 5,280 E AC 69 5/9/2010 MARIGOLD S /CANDLEBERRY N /DOGWOOD 2 160 33 5,280 E AC 90 5/9/2010 MARINA E /PCH 6TH 3 629 61 38,369 E AC 42 5/11/2010 MARINA E/ 6TH W/ W CITY LIMIT 2 2,219 50 110,950 E AC 97 5/11/2010 MARINE E /ELECTRIC W /DOLPHIN 1 320 24 7,680 E AC 100 5/9/2010 MARLIN E /SEAL BEACH W /BALBOA 2 1,610 37 59,570 E AC 88 5/9/2010 NEPTUNE S /SEAL N /OCEAN 2 210 24 5,040 E AC 85 5/9/2016 OCCIDENTAL E/ STANFORD W/ HARVARD 2 160 33 5,280 E AC 82 5/11/2010 OCEAN E /ELECTRIC W /MAIN 2 2,440 51 124,440 A AC 100 5/9/2010 OCEAN E /MAIN W /1ST 2 2,490 52 129,480 A AC 100 5/9/2010 OLD RANCH PARKWAY 200 W/ SEAL BEACH 720 W/ SEAL BEACH 3 520 48 24,960 A AC 71 5/9/2010 OLD RANCH PARKWAY W/ SEAL BEACH W /SEAL BEACH 4 200 64 12,800 A AC 59 5/9/2010 OLD RANCH PARKWAY 720 W/ SEAL BEACH W/ 22 FWY 2 1,030 34 35,020 A AC 41 5/9/2010 OLEANDER S /ALMOND N /FIR 2 1,320 36 47,520 E AC 90 5/9/2010 OPAL COVE S/ CRYSTAL COVE N/ MARLIN 2 360 33 11,880 E AC 100 5/11/2010 PANSY S/ ALMOND WEND 2 430 33 14,190 E AC 95 5/9/2010 PANSY S /FIR N /GUAVA 2 160 33 5,280 E AC 81 5/9/2010 PRIMROSE S /DOGWOOD WELDER 2 210 33 6,930 E AC 94 5/9/2010 PRIMROSE CIR S/ ALMOND WEND 2 430 33 14,190 E AC 100 5/11/2010 PRINCETON E/END W /HARVARD 2 1 230 30 6,900 E AC 84 5/9/2010 PURDUE CIRCLE S/ END N/ COLLEGE PARK 2 68 27 1,836 E AC 71 5/9/2010 RIVIERA S /MARLIN N /BOLSA 2 560 31 17,360 E AC 89 5/11/2010 ROSE S/ ALMOND WEND 2 430 33 14,190 C AC 100 5/9/2010 ROSE S /FIR N /HAZELNUT 2 390 37 14,430 C AC 81 519/2010 ROSE S /HAZELNUT N /LAMPSON 2 440 37 16,280 C AC 68 5/9/2010 ROSSMOOR CTR E /SEAL BEACH W/ WEST RD 2 864 30 25,920 C AC 5/11/2010 ROSSMOOR CTR E/ WEST RD W/ MONTECITO 2 364 28 10,192 E AC 5/11/2010 SAND PIPER S /BOLSA N/TAPER 2 1,110 33 36,630 E AC 5/9/2010 SCHOONER E /GALLEON W /DORY 2 660 33 21,780 E AC t30 5/9/2010 SEA BREEZE S /BOLSA N /CATALINA 2 1,160 33 38,280 E AC 5/9/2010 SEAL E/ 11TH W/ 10TH 1 290 15 4,350 E PC 5/11/2010 Nichols Consulting Engineers, Chtd. Page 5 of 6 City of Seal Beach Street Inventory and PCI Report 6/16/2010 SEAL EACH S /PCH N /BOLSA 6 1,640 97 159,080 A AC 100 5/24/2010 SEAL EACH S /BOLSA N /ADOLFO LOPEZ 2 3,320 99 328,680 A AC 98 5/11/2010 SEAL BEACH S /ADOLFO LOPEZ N/WESTMINSTER 6 4,080 98 399,840 A AC 90 5/11/2010 SEAL BEACH S/WESTMINSTER N /BEVERLY MANOR 6 4,536 95 430,920 A AC 91 5/11/2010 SEAL BEACH OLD RANCH PKY 0 N/ LAMPSON 6 833 89 1 74,137 A AC 94 5/11/2010 SEAL BEACH S/ LAMPSON ST. CLOUD DR 6 915 77 70,455 A AC 85 5/11/2010 SEAL BEACH ST. CLOUD DR PLYMOUTH 6 1,491 77 114,807 A AC 94 5/11/2010 SEAL BEACH S /ROSSMOOR N /BRADBURY 6 1,040 97 100,880 A AC 94 5/1112010 SEAL BEACH BLVD S /ELECTRIC N /PCH 1 1,510 40 60,400 A AC 83 5/11/2010 SEAL WAY E /ELECTRIC W /14TH 1 1,240 13 16,120 E PCC 93 5/5/2010 SEAL WAY E /14TH W /11TH 1 920 12 11,040 E AC 100 5/24/2010 SILVER SHOALS S /BOLSA N /FATHOM 2 300 33 9,900 E AC 42 5/9/2010 SOUTH SHORE S /BOLSA N/TAPER 2 1,060 33 34,980 E AC 29 5/9/2010 STANFORD N /COLLEGE PARK W /COLLEGE PARK 2 1,860 32 59,520 E AC 96 519/2010 SUNFLOWER S/ ALMOND WEND 2 430 33 14,190 E AC 100 5/9/2010 SUNFLOWER S /FIR N /IRONWOOD 2 560 37 20,720 E AC 78 5/9/2010 SURF S/ CATALINA WEND 2 480 33 15,840 E AC 100 5/11/2010 TAPER S /BOLSA N /CATALINA 2 1,110 33 36,630 E AC 38 5/9/2010 TEABERRY S/ ALMOND WEND 2 430 33 14,190 E AC 100 5/11/2010 TULIP S /IRONWOOD N /LAMPSON 2 70 36 2,520 E AC 100 5/24/2010 VIOLET S/ ALMOND N /CANDLEBERRY 2 660 33 21,780 E AC 100 5/9/2010 VIOLET S /ELDER N /FIR 2 160 33 5,280 E AC 53 5/9/2010 WESTMINSTER W /CITY LIMIT E /SEAL BEACH 4 4,360 79 344,440 A AC 69 5/9/2010 WESTMINSTER E /BOLSA CHICA W /SEAL BEACH 4 110,610 72 763,920 A AC 40 5/9/2010 WISTERIA S /DOGWOOD N /IRONWOOD 2 990 37 36,630 C AC 95 1 5/9/2010 WISTERIA S /END IN/DOGWOOD 2 1,040 33 34,320 E AC 97 5/9/2010 YALE E /COLLEGE PARK JW /COLLEGE PARK 2 1,160 33 38,280 E AC 93 5/9/2010 1 YALE CIRCLE E /END JWNALE 2 130 48 6,240 1 E AC 93 5/9/2010 Note: 1. "FC" is Functional Class A - Arterial C - Collector E - Residential 2. "ST" is Surface Type: AC= Asphalt Concrete, PCC = Portland Cement Concrete Nichols Consulting Engineers, Chtd. Page 6 of 6 Section 2 Maintenance and Rehabilitation History City of Seal Beach Maintenance and Rehabilitation History 10TH S /OCEAN 0' N /ELECTRIC 950 40 1 38,000 E AC 1 "1 reatment' e 2/1/2000 escription Overlay - AC Major MR) 10TH S /SEAL N /OCEAN 210 25 5,250 E AC 2/1/2000 Overlay - AC Major MR 11TH S /ELECTRIC N /PCH 660 40 26,400 E AC 1/1/1970 New Construction - Initial Major MR 11TH S /ELECTRIC N /LANDING 210 37 7,770 E AC 7/1/1997 Slurry Seal or Chip Seal Global MR 11TH S /SEAL N /OCEAN 210 25 5 E AC 1/1/1970 New Construction - Initial (Major MR 12TH S /ELECTRIC N /PCH 860 37 31,820 C AC 1/1/2008 Overlay - AC Major MR 12TH S/ OCEAN N/ ELECTRIC 810 40 32,400 E PCC 10/1/1997 New Construction - PCC (Major MR 12TH S /SEAL N /OCEAN 210 24 5,040 E AC 1/1/1970 New Construction - Initial (Major MR 13TH S /ELECTRIC N /PCH 960 21 20,160 E AC 7/1/1997 Slurry Seal or Chip Seal Global MR 13TH S /SEAL N /OCEAN 210 25 5,250 E AC 1/1/1970 New Construction - Initial Major MR 14TH S /ELECTRIC N /PCH 1,010 21 21 E AC 7/1/1997 Slurry Seal or Chip Seal Global MR) 14TH S /SEAL N /OCEAN 210 25 5,250 E AC 1/1/1970 New Construction - Initial Major MR 15TH S /ELECTRIC N /PCH 1,110 21 23,310 E AC 7/1/1997 Slurry Seal or Chip Seal Global MR 16TH S /ELECTRIC N /PCH 1,160 21 24 E AC 7/1/1997 Slurry Seal or Chip Seal Global MR) 17TH S /ELECTRIC N/PCH 1,260 21 26,460 E AC 7/1/1997 Slurry Seal or Chip Seal Global MR IST S /OCEAN N /MARINA 887 40 35,480 E AC 5/24/2010 Overlay - AC Major MR IST N /PCH 597NE/PCH 597 24 14,328 E AC 1/1/1970 New Construction - Initial Major MR IST S /MARINA N /PCH 2,172 23 49,956 E AC 5/1/2003 Slurry Seal or Chip Seal Global MR IST S/ PCH N/ MARINA 2,172 22 47 E AC 5/1/2003 Slurry Seal or Chip Seal Global MR 5TH S /MARINA N /PCH 660 60 39,600 AC 1/1/2010 Slurry Seal or Chi Seal Global MR 5TH S /OCEAN N /MARINA 1,400 40 56,000 AC 1/l/1970 New Construction - Initial Major MR 6TH S /OCEAN N/ELECTRIC 1,300 40 52 rE AC 5/24/2010 Overla - AC Major MR 7TH S /ELECTRIC N /MARINA 210 40 8,400 AC 5/24/2010 Overla - AC Major MR 7TH S /OCEAN N /ELECTRIC 1,280 40 51,200 AC 5/24/2010 Overla - AC Major MR 8TH S /ELECTRIC N /PCH 460 40 18 400 AC 5/24/2010 Overlay - AC Ma MR 8TH S /OCEAN N /ELECTRIC 1,150 40 46,000 E AC 5/24/2010 Overlay - AC Ma MR ADOLFO LOPEZ WEND 425 E/SEAL BEACH 800 60 48,000 E AC 1/1/2007 Overlay - AC Major MR) ADOLFO LOPEZ W /SEAL BEACH 425 W /SEAL BEACH 425 60 25 E AC 1/1/2007 Overlay - AC Ma MR AGUA S/ MARLIN N/ END 220 27 5,940 E AC 5/1/2004 Overlay - AC Ma MR ALMOND E /OLEANDER WASTER 4,390 36 158,040 C AC 1/1/2008 Slurry Seal or Chip Seal Global MR) ALMOND E/ VIOLET E EDGE ROSE CIR 765 37 28 C AC 1/1/2008 Slurry Seal or Chip Seal Global MR ALMOND E EDGE ROSE CIR W/ OLEANER 705 37 26,085 C AC 1/1/2008 Slurry Seal or Chip Seal Global MR ASTER S/ ALMOND N/ BIRCHWOOD 1,239 37 45,843 E AC 5/1/2003 Slurry Seal or hip Seal Global MR ASTER N/ BIRCHWOOD N/ CANDLEBERRY 206 37 7 622 E AC 5/1/2003 Slurry Seal or Chip Seal Global MR) BALBOA S /BOLSA N /CATALINA 1,060 1 37 39,220 C I AC 5/1/2003 1 Slurry Seal or Chip Seal Global MR BALBOA S /PCH N /BOLSA 660 1 37 1 24,420 E I AC 5/1/2003 1 Slurry Seal or Chip Seal Global MR 6/16/2010 Nichols Consulting Engineers, Chtd. Page 1 of 6 City of Seal Beach Maintenance and Rehabilitation History BANYAN E/CAMELIA W /COLUMBINE 600 33 19,800 E AC 1/1/2009 Slurry Seal or Chip Seal Global MR BASSWOOD EASTER W /LAMPSON 410 36 14,760 C AC 10/1/1986 Overlay - AC (Major MR BAYOU E/BAYSIDE W /HARBOR 630 33 20,790 E AC 1/1/2008 Overlay - AC (Major MR BAYSIDE S /BOLSA N /CRESTVIEW 1 410 33 46,530 C AC 8/1/1999 Slurry Seal or Chip Seal Global MR BEACHCOMBER S /BOLSA N /SEA BREEZE 1,160 33 38,280 E AC 1/1/2008 Overlay - AC (Major MR BERYL COVE S/ EMERALD COVE N/ MARLIN 360 33 11,880 E AC 1 7/1/1997 Slurry Seal or Chip Seal Global MR BEVERLY MANOR W /SEAL BEACH 76 W /SEAL BEACH 760 42 31,920 E AC 5/24/2010 Overlay - AC (Major MR BEVERLY MANOR 76 E/SEAL BEACH WEND 3,300 25 82 E AC 5/24/2010 Overlay - AC (Major MR) BIRCHWOOD E/ OLEANDER W/ ASTER 3,660 33 120,780 E AC 4/1/1984 New Construction (Major MR BLUE BELL S /ALMOND N /BIRCHWOOD 710 33 23,430 E AC 1/1/2009 Slurry Seal or Chip Seal Global MR) BOLSA E /SEAL BEACH W/MAIN 2,810 37 103,970 A AC 1/1/2006 Slurry Seal or Chip Seal Global MR CAMELIA S /ALMOND N /BANYAN 590 33 19 E AC 1/1/2009 Slurry Seal or Chip Seal Global MR CANDLEBERRY E/FUCHSIA W /LAMPSON 2,210 36 79,560 E AC 5/24/2010 Overlay - AC Major MR) CANDLEBERRY E /MARIGOLD W /FUCHSIA 1,560 37 57,720 E AC 5/24/2010 Overlay - AC (Major MR CANDLEBERRY E/WISTERIA W /OLEANDER 1,660 33 54 E AC 1/1/2009 Slurry Seal or Chip Seal Global MR CARAVEL S/ MARINA N/ CORSAIR 360 37 13,320 E AC 1/1/2010 Slurry Seal or Chi Seal Global MR CARMEL E/ SURF W/ COASTLINE 360 37 13,320 E AC 5/1/2004 Overlay - AC (Major MR CARNATION S /ALMOND WEND 230 33 7,590 E AC 1/1/2008 Slurry Seal or Chi Seal Global MR CATALINA E/BALBOA W /COASTLINE 1,910 37 70 C AC 5/1/2003 Slurry Seal or Chi Seal Global MR) CATALINA E/END WBALBOA 2,470 37 91,390 C AC 8/11/1999 Slurry Seal or Chi Seal Global MR CENTRAL E/12TH W/MAIN 860 40 34,400 C AC 5/24/2010 Overlay - AC (Major MR CENTRAL E/1 ST W /2ND 260 20 5,200 C AC 5/24/2010 Overlay - AC (Major MR CENTRAL E/2ND W/MAIN 2,160 40 86,400 C AC 5/24/2010 Overlay - AC (Major MR CLIPPER E/ CARAVEL W/ ELECTRIC 910 33 30,030 E AC 1/1/2010 Slurry Seal or Chi Seal Global MR CLOVER S /ALMOND WEND 130 33 4 290 E AC 1/1/2008 Slurry Seal or Chi Seal Global MR COASTLINE S /CARMEL WEND 480 27 12,960 E AC 1/l/2008 Slurry Seal or Chi Seal Global MR COASTLINE E/CARMEL W /BALBOA 2,380 33 78 540 C AC 1/1/2008 Slurry Seal or Chip Seal Global MR COLLEGE PARK E/HARVARD W /HARVARD 2,590 37 95,830 C AC 1/1/2008 Slurry Seal or Chip Seal Global MR COLLEGE PARK E/HARVARD W /CITY LIMIT 940 44 41,360 E AC 1/1/2008 Slurry Seal or Chip Seal Global MR COLUMBINE S /ALMOND N /BANYAN 210 33 6 E AC 1/1/2009 Slurry Seal or Chi Seal Global MR CORSAIR S /CARAVEL N /SCHOONER 1,020 33 33,660 E AC 1/1/2010 Slurry Seal or Chip Seal Global MR CREST S /CATALINA N /CRESTVIEW 210 33 6,930 E AC 1/1/2008 Overlay - AC (Major MR CRESTVIEW E/ CATALINA W/ AVALON 3,060 33 100,980 E AC 5/1/2004 Overlay - AC (Major MR CRYSTAL S/ CRYSTAL COVE N/ END 240 27 6,480 E AC 5/1/2004 Overlay - AC (Major MR CRYSTAL COVE E/ MARBLE COVE W/ OPAL COVE 520 33 17,160 1 E AC 5/1/2004 Overlay - AC (Ma or MR 6/16/2010 Nichols Consulting Engineers, Chtd. Page 2 of 6 City of Seal Beach Maintenance and Rehabilitation History DAFFODIL S /ALMOND WEND 230 33 7,590 E AC 1 1/1/2008 Slurry Seal or Chip Seal Global MR) DAHLIA S /ALMOND N /END 230 33 7,590 E AC 1/1/2008 Slurry Seal or Chip Seal Global MR DAISY S /ALMOND N /BIRCHWOOD 410 33 13,530 C AC 1/1/2009 Slurry Seal or Chip Seal Global MR DAISY S /CANDLEBERRY N /DOGWOOD 210 33 6,930 E AC 1/1/2009 Slurry Seal or Chip Seal Global MR DAISY CIRCLE S /FIR WEND 230 33 7,590 E AC 1/1/2008 Slurry Seal or Chip Seal Global MR DARTMOUTH E /END W /HARVARD 180 34 6,120 E AC 1/1/2008 Slurry Seal or Chip Seal Global MR DOGWOOD E /DAISY W /IRONWOOD 1,470 33 48,510 E AC 1/1/2009 Slurry Seal or Chip Seal Global MR DOGWOOD E /MARIGOLD W/FUCHSIA 1,520 33 50,160 E AC 1/1/2009 Slurry Seal or Chip Seal Global MR DOGWOOD E/WISTERIA W /OLEANDER 1,710 33 56,430 E AC 1/1/2009 Slurry Seal or Chip Seal Global MR) DOLPHIN S /SEAL WAY N/ OCEAN 226 24 5,424 E AC 1/1/2008 Slurry Seal or Chip Seal Global MR DORY S /GALLEON N /SCHOONER 360 28 10,080 E AC 1/1/2010 Slurry Seal or Chip Seal Global MR DRIFTWOOD E/BALBOA W /COASTLINE 1,460 33 48,180 E AC 1/1/2008 Overlay - AC (Major MR ELDER E/FUCHSIA W /IRONWOOD 1,490 36 53,640 E AC 5/24/2010 Overlay - AC Major MR ELDER &OLEANDER W /FUCHSIA 1,790 36 64,440 E AC 1/1/2007 Slurry Seal or Chip Seal Global MR ELDER E/VIOLET W/PRIMROSE 1,380 33 45,540 E AC 1/1/2009 Slurry Seal or Chip Seal Global MR ELECTRIC E/ 5TH W/ CORSAIR 510 37 18,870 A AC 1/1/2010 Slurry Seal or Chip Seal Global MR) ELECTRIC E/CORSAIR WEND 380 33 12,540 A AC 1/1/2010 Slurry Seal or Chip Seal Global MR ELECTRIC E /SEAL BEACH 19 W /SEAL BEACH 190 34 6,460 A AC 1/1/1970 New Construction - Initial Major MR ELECTRIC N E/MAIN W /6TH 960 27 25,920 A AC 1 1/1/2007 Slurry Seal or Chip Seal Global MR ELECTRIC N E/SEAL BEACH W /MAIN 2,410 27 65,070 A JAC 1/1/2007 Slurry Seal or Chip Seal Global MR ELECTRIC S E/6TH W /MAIN 910 25 22,750 A AC 1/1/2007 Slurry Seal or Chip Seal Global MR ELECTRIC S E/SEAL BEACH W /MAIN 2,360 25 59,000 A AC 1/1/2007 Slurry Seal or Chip Seal Global MR EMERALD COVE E/ BERYL COVE W/ JADE COVE 580 33 19,140 E AC 7/1/1997 Slurry Seal or Chip Seal Global MR EMERALD PL S/ EMERALD COVE N/ END 230 27 6,210 E AC 7/1/1997 Slurry Seal or Chip Seal Global MR FATHOM E/SILVER SHOALS WBALBOA 810 33 1 26,730 E AC 8/12/1999 Slurry Seal or Chip Seal Global MR FERN S /ALMOND WEND 230 33 7,590 E I AC 1 1/1/2008 Slurry Seal or Chip Seal Global MR FIR E/GOLDENROD W /IRONWOOD 1,460 33 48 E JACI 5/24/2010 Overlay - AC Major MR) FIR E/ROSE W /HEATHER 1,260 33 41,580 C I AC 1/1/2009 Slurry Seal or Chip Seal Global MR FIR E /SUNFLOWER W /ROSE 330 33 10,890 C JAC 5/2412010 Overlay - AC Ma'or MR FIR E /WISTERIA W /SUNFLOWER 1,220 33 40,260 C AC 5/24/2010 Overlay - AC (Major MR) FIR CIRCLE S /FIR WEND 130 60 7,800 E AC 5/1/2003 Slurry Seal or Chip Seal Global MR FIR CIRCLE S /FIR WEND 130 60 7,800 E AC 6/16/2010 Overlay - AC Major MR) FUCHSIA S /BIRCHWOOD WELDER 640 33 21,120 C AC 5/24/2010 Overlay - AC Major MR FUCHSIA CIRCLE S /FIR N /END 330 33 10,890 E AC 1 5/24/2010 Overlay - AC Major MR GALLEON IS/ELECTRIC IN/DORY 1 970 33 1 32 1 E I AC 1 1/1/2010 1 Slurry Seal or Chip Seal Global MR 6/16/2010 Nichols Consulting Engineers, Chtd. Page 3 of 6 City of Seal Beach Maintenance and Rehabilitation History GOLDENROD S /ALMOND N /END 230 33 7,590 E AC 1/1/2008 Slt Seal or Chip Seal Global MR GOLDENROD WELDER N /END 610 33 20,130 E AC 5/24/2010 Overlay - AC Major MR GUAVA E/IRONWOOD WEND 530 33 17 490 E AC 8/1/1993 Overlay - AC (Major MR GUAVA E/IRONWOOD WEND 530 33 17,490 E AC 6/16/2010 Overlay - AC Major MR) GUAVA E/PANSY W /HEATHER 1,360 33 44,880 E JACI 1/1/2009 Slurry Seal or Chip Seal Global MR HARBOR S /BAYSIDE N /BAYOU 760 33 25,080 E AC 1/1/2006 Slurry Seal or Chip Seal Global MR HARVARD S /COLLEGE PARK W /END 3 37 122,470 C AC 171/2008 Slurry Seal or Chip Seal Global MR HAZELNUT S /GUAVA N/HEATHER 1 33 39,930 E AC 5/24/2010 Overlay - AC (Major MR HAZELNUT E/HEATHER W /ROSE 1,610 33 53,130 E AC 1/1/2009 Slurry Seal or Chip Seal Global MR) HAZELNUT E/WISTERIA W /SUNFLOWER 1,310 33 43,230 E AC 1/1/2006 Slurry Seal or Chip Seal Global MR HEATHER S /ALMOND N /END 230 33 7,590 E AC 1/1/2008 Slurry Seal or Chip Seal Global MR) HEATHER S /ELDER N /HAZELNUT 790 37 29,230 C JACI 1/1/2009 Slurry Seal or Chip Seal Global MR HEATHER S/HAZELNUT N /LAMPSON 490 37 18,130 C I AC 1 1/1/2008 Overlay - AC (Major MR IRIS S /ALMOND N /END 230 33 7,590 E I AC 1/1/2008 Slurry Seal or Chip Seal Global MR) IRIS HAZELNUT AVE IRONWOOD AVE 226 32 7,232 E AC 1/1/2008 Slurry Seal or Chip Seal Global MR IRONWOOD S /CANDLEBERRY N/HEATHER 2,491 33 82,203 E AC 10/1/1993 Overlay - AC (Major MR IRONWOOD E/ROSE W /IRIS 1,420 33 46,860 E JAC 1/1/2009 Slurry Seal or Chip Seal Global MR IRONWOOD E/ WISTERIA W/ TULIP 322 37 11,914 E I AC 1/1/2006 Slurry Seal or Chip Seal Global MR IRONWOOD W/ TULIP W/ SUNFLOWER 1,020 37 37 E JAC 1/1/2006 Slurry Seal or Chip Seal Global MR ISLAND VIEW S /BOLSA N /SEA BREEZE 1,110 33 36,630 E I AC 1/1/2008 Overlay - AC (Major MR JADE COVE S/ EMERALD COVE N/ MARLIN 360 33 11 880 E JAC 7/1/1997 Slurry Seal or Chip Seal Global MR JASMIN S /ALMOND N /END 230 33 7,590 E JAC. 1/1/2008 Slurry Seal or Chip Seal Global MR LAGUNA 0 S/ MARLIN 0 N/ END 380 27 10,260 E AC 7/1/1997 Slurry Seal or Chip Seal Global MR LAMPSON W/ BASSWOOD 200 E/ O BASSWOOD 200 56 11,200 A AC 7/1/2002 Overlay - AC Major MR LAMPSON EBASSWOOD W/ SEAL BEACH 3,300 60 198,000 A AC 7/1/2002 Overlay - AC (Major MR LAMPSON E/ E CITY LIMIT 200 E/ BASSWOOD 7,200 60 432,000 A AC 7/1/2002 Overlay - AC Major MR LANDING E/12TH W /11TH 260 42 10 E I AC 7/1/1997 Slurry Seal or Chip Seal Global MR LANDING E /12TH W /11TH 260 42 10,920 E JAC 7/1/2009 Patching Global MR LANDING E/SEAL BEACH W /12TH 1,210 21 25,410 E AC 7/1/1997 Slurry Seal or Chip Seal Global MR LOYOLA PLAZA S /COLLEGE PARK N /END 330 25 8,250 E AC 111/2008 Slurry Seal or Chip Seal Global MR) MAIN S /ELECTRIC N/PCH 690 55 37,950 A AC 6/1/1995 Overlay - AC (Major MR MAIN S /OCEAN AVE N /ELECTRIC 1,190 57 67,830 A AC 1/1/1970 New Construction - Initial Major MR MAR VISTA W /COASTLINE PCH 123 36 4,428 E AC 1/1/1970 New Construction - Initial Major MR MARBLE COVE S/ CRYSTAL COVE N/ MARLIN 360 33 11,880 E AC 5/1/2004 Overlay - AC Major MR MARIGOLD SBIRCHWOOD N /CANDLEBERRY 160 33 5 280 E AC 1 1/1/2009 1 Slurry Seal or Chip Seal Global MR 6/16/2010 Nichols Consulting Engineers, Chtd. Page 4 of 6 City of Seal Beach Maintenance and Rehabilitation History MARIGOLD S /CANDLEBERRY N /DOGWOOD 160 33 5,280 E AC 1/112009 Slurry Seal or hip Seal Global MR MARINA E/PCH 6TH 629 61 38,369 E AC 10/1/1996 Overlay - AC Major MR MARINA E/ 6TH W/ W CITY LIMIT 2,219 50 110,950 E AC 10/1/1996 Overlay - AC (Major MR MARINE E/ELECTRIC W /DOLPHIN 320 24 7,680 E AC 1/1/1970 New Construction - Initial Major MR MARLIN E/SEAL BEACH W /BALBOA 1,610 37 59 570 E AC 5/1/2003 Slurry Seal or hip Seal Global MR) NEPTUNE S /SEAL N /OCEAN 210 24 5,040 E I AC 1/1/2008 Slurry Seal or Chip Seal Global MR) OCCIDENTAL E/ STANFORD W/ HARVARD 160 33 5,280 E AC 1/1/2008 Slurry Seal or Chip Seal Global MR OCEAN E /ELECTRIC W/MAIN 2,440 51 124,440 A AC 1/1/2007 Overlay - AC Major MR OCEAN E/MAIN W /1ST 2 52 129,480 A AC 1/1/2007 Overlay - AC Major MR OLD RANCH PARKWAY 200 W/ SEAL BEACH 720 W/ SEAL BEACH 520 48 24,960 A AC 1/1/1986 New Construction - Initial (Major MR OLD RANCH PARKWAY W/ SEAL BEACH W /SEAL BEACH 200 64 1 12,800 A AC 1/1/1986 New Construction - Initial Major MR OLD RANCH PARKWAY 720 W/ SEAL BEACH W/ 22 FWY 1,030 34 35,020 A AC 1/1/1986 New Construction - Initial Major MR OLEANDER S /ALMOND N /FIR 1,320 36 47,520 E AC 1/1/2009 Slurry Seal or hip Seal Global MR OPAL COVE S/ CRYSTAL COVE N/ MARLIN 360 33 11,880 E AC 5/1/2004 Overlay - AC Major MR PANSY S/ ALMOND N/ END 430 33 14,190 E AC 5/1/2003 Slurry Seal or Chip Seal Global MR PANSY S /FIR N /GUAVA 160 33 5,280 E AC 1/1/2009 Slurry Seal or Chip Seal Global MR PRIMROSE S /DOGWOOD N/ELDER 210 33 6,930 E AC 1/1/2009 Slurry Seal or Chip Seal Global MR PRIMROSE CIR S/ ALMOND N/ END 430 33 14,190 E AC 1/1/1990 Slurry Seal or Chip Seal Global MR PRINCETON E/END W /HARVARD 230 30 6 E AC 1/1/2008 Slurry Seal or Chip Seal Global MR PURDUE CIRCLE S/ END N/ COLLEGE PARK 68 27 1,836 E AC 1/1/2008 Slurry Seal or Chip Seal Global MR RIVIERA S /MARLIN N /BOLSA 560 31 17,360 E AC 5/1/2003 Slurry Seat or Chip Seal Global MR ROSE S/ ALMOND N/ END 430 33 14,190 C AC 5/1/2003 Slurry Seal or Chip Seal Global MR) ROSE S /FIR N /HAZELNUT 390 37 14,430 C AC 1/1/2009 Slurry Seal or Chip Seal Global MR) ROSE S /HAZELNUT N /LAMPSON 440 37 16,280 C AC 1/1/2009 Slurry Seal or Chip Seal Global MR ROSSMOOR CTR E /SEAL BEACH W/ WEST RD 864 30 25,920 C AC 5/1/2003 Slurry Seal or Chip Seal Global MR SAND PIPER S /BOLSA N/TAPER 1,110 33 36 E AC 1/1/2006 Slurry Seal or Chip Seal Global MR SCHOONER E /GALLEON W /DORY 660 33 21,780 E AC 1/1/2010 Slurry Seal or Chip Seal Global MR SEA BREEZE S /BOLSA N /CATALINA 1,160 33 38,280 E AC 1/1/2008 Overlay - AC Major MR SEAL BEACH S /PCH N /BOLSA 1,640 97 159,080 A AC 5/24/2010 Overlay - AC (Major MR SEAL BEACH S /BOLSA N /ADOLFO LOPEZ 3,320 99 328,680 A AC 1/1/2008 Overlay - AC (Major MR) SEAL BEACH S /ADOLFO LOPEZ N/WESTMINSTER 4,080 98 399,840 A AC 8/1/2000 Overlay - AC Major MR SEAL BEACH S/WESTMINSTER N /BEVERLY MANOR 4,536 95 430,920 A AC 8/1/2000 Overlay - AC Major MR 6/16/2010 Nichols Consulting Engineers, Chtd. Page 5 of 6 City of Seal Beach Maintenance and Rehabilitation History SEAL BEACH OLD RANCH PKY T1,04O97 74,137 A AC 9/1/2003 Overly - AC (Major MR SEAL BEACH S/ LAMPSON 70,455 A AC 11/1/1986 Overly - AC Major MR SEAL BEACH ST. CLOUD DR 114 A AC 11/1/1986 Overly - AC Major MR SEAL BEACH S /ROSSMOOR 100,880 A AC 11/1/1986 Overly - AC Maior MR) SEAL BEACH BLVD S /ELECTRIC N /PCH 1,510 40 60,400 A AC 8/1/2001 New Construction - AC (Major MR SEAL WAY E /ELECTRIC W /14TH 1,240 13 16,120 E PCC ]/1/1970 New Construction - Initial Major MR SEAL WAY E /14TH W /11TH 920 12 11 E AC 5/24/2010 Overly - AC (Major MR SILVER SHOALS S /BOLSA N /FATHOM 300 33 9,900 E AC 1/1/2006 Slurry Seal or Chip Seal Global MR SOUTH SHORE S /BOLSA N/TAPER 1,060 33 34,980 E AC 8/12/1999 Slurry Seal or Chip Seal Global MR STANFORD N /COLLEGE PARK W /COLLEGE PARK 1,860 32 59,520 E AC 1/1/2008 Slurry Seal or Chip Seal Global MR) SUNFLOWER S/ ALMOND N/ END 430 33 14,190 E AC 5/l/2003 Slurry Seal or Cbip Seal Global MR SUNFLOWER S /FIR N /IRONWOOD 560 37 20,720 E AC 6/1/1995 Overly - AC Major MR SURF S/ CATALINA N/ END 480 33 15 E AC 5/1/2004 Overly - AC Major MR TAPER S /BOLSA N /CATALINA 1,110 33 36,630 E AC 1/1/2006 Slurry Seal or Chip Seal Global MR TEABERRY S/ ALMOND N/ END 430 33 14,190 E AC 1/1/2006 Slurry Seal or Chip Seal Global MR TULIP S /IRONWOOD N/I.AMPSON 70 36 2,520 E AC 5/24/2010 Overly - AC Major MR VIOLET S/ ALMOND N/ CANDLEBERRY 660 33 21,780 E AC 5/l/2003 Slurry Seal or Chip Seal Global MR VIOLET S /ELDER N/FIR 160 33 5 E AC 5/1/2003 Slurry Seal or Chip Seal Global MR WESTMINSTER W /CITY LIMIT E/SEAL BEACH 4,360 79 344,440 A AC 8/1/1987 Overly - AC Major MR WESTMINSTER E /BOLSA CHICA W /SEAL BEACH 10,610 72 763,920 A AC 10/1/1997 Overly - AC (Major MR) WISTERIA S /DOGWOOD NARONWOOD 990 37 36 C AC 1/1/2009 Slurry Seal or Chip Seal Global MR WISTERIA S /END N/DOGWOOD 1 33 34,320 E AC 1/1/2009 Slurry Seal or Chip Seal Global MR YALE E/COLLEGE PARK W /COLLEGE PARK 1,160 33 38 280 E AC 1/1/2008 Slurry Seal or Chip Seal Global MR YALE CIRCLE VEND WfYALE 130 48 6,240 E AC 1/1/2008 Slurry Seal or Chip Seal Global MR Note: 1. "FC" is Functional Class A - Arterial C - Collector E - Residential 2. "ST' is Surface Type: AC= Asphalt Concrete, PCC = Portland Cement Concrete 6/16/2010 Nichols Consulting Engineers, Chtd. Page 6 of 6 Section 3 Sections Selected For Treatment $850,000 /year (City's Existing Budget) City of Seal Beach Sections Selected For Treatment ($850,000 /year, City's Existing Budget) 201112TH S /SEAL N /OCEAN 210 24 5,040 E 5/9/2010 86 $1,512 Slurry Seal 201113TH S /SEAL N /OCEAN 210 25 5,250 E 5/11/2010 87 $1,575 Slurry Seal 2011 ASTER S/ ALMOND N/ BIRCHWOOD 1,239 37 45 E 5/9/2010 89 $13,753 Slurry Seal 2011 CATALINA E/BALBOA W /COASTLINE 1,910 37 70,670 C 5/11/2010 94 $21,201 Slu Seal 2011 ELECTRIC E/SEAL BEACH 19 W /SEAL BEACH 190 34 6,460 A 5/8/2010 92 $1 938 Slurry Seal 2011 FIR CIRCLE S/FIR N/END 130 60 7 E 5/8/2010 79 $2,340 Slurry Seal 2011 HEATHER S /ELDER N/HAZELNUT 790 37 29,230 C 5/8/2010 77 $78,921 Slurry Seal 2011 LAMPSON E/BASSWOOD W/ SEAL BEACH 3,300 60 198,000 A 5/8/2010 92 $59,401 Slurry Seal 2011 MAIN S /OCEAN AVE N /ELECTRIC 1,190 57 67,830 A 5/11/2010 79 $20,349 Slurry Seal 2011 MARLIN E/SEAL BEACH W /BALBOA 1 37 59,570 E 5/9/2010 88 $17,871 Slurry Seal 2011 OLD RANCH PARKWAY 200 W/ SEAL BEACH 720 W/ SEAL BEACH 520 48 24,960 A 519 /2010 71 $67,392 2" AC Overla 2011 PURDUE CIRCLE S/ END N/ COLLEGE PARK 68 27 1 1,836 E 5/9 /2010 71 $4,957 2" AC Overla 2011 RIVIERA S/MARLIN NBOLSA 560 31 17 E 5/11 /2010 89 $5,208 Slurry Seal 2011 SEAL BEACH S /ADOLFO LOPEZ N/WESTMINSTER 4 080 98 399 840 A 5/11 /2010 90 $119 Slurry Seal 2011 SEAL BEACH S/WESTMINSTER NBEVERLY MANOR 4 95 430 A 5/11 /2010 91 $129,277 Slurry Seal 2011 SEAL BEACH OLD RANCH PKY O N/ LAMPSON 833 89 74 A 5/11 /2010 94 $22,241 Slurry Seal 2011 SEAL, BEACH S/ LAMPSON ST. CLOUD DR 915 77 70,455 A 5/11 /2010 85 $21,137 Slurry Seal 2011 SEAL BEACH ST. CLOUD DR PLYMOUTH 1,491 77 114,807 A 5/11 /2010 94 $34442 Slurry Seal 2011 SEAL BEACH S/ROSSMOOR NBRADBURY 1 97 100 A 5/11 /2010 94 $30 264 Slurry Seal 2011 SEAL BEACH BLVD &ELECTRIC N/PCH 1 40 60,400 A 5/11 /2010 83 $115,297 Slurry Seal 20121ST S /PCH N/ MARINA 2,172 22 47,784 E 5/11 /2010 77 $135,468 Slurry Seal 2012 CLOVER S /ALMOND N/END 130 33 4,290 E 5/8 /2010 81 $11,542 Slurry Seal 2012 DAISY S /CANDLEBERRY N /DOGWOOD 210 33 6,930 E 5/8 /2010 72 $19,647 2" AC Overla 2012 DOGWOOD E/WISTERIA W /OLEANDER 1 33 56,430 E 5/8 /2010 71 $159 2" AC Overla 2012 FIR E/ROSE W/HEATHER 1 33 41 C 5/8 /2010 74 $117879 2" AC Overla 2012 GUAVA E/PANSY W/HEATHER 1 360 33 44 E 5/8 /2010 78 $127 235 Slurry Seal 2012 IRONWOOD E/ROSE WARTS 1,420 33 46,860 E 5/8 /2010 71 $132,848 2" AC Overla 2012 PANSY S /FIR N /GUAVA 160 33 5,280 E 5/9 /2010 81 $14205 Slurry Seal 2012 ROSE S /FIR N/HAZELNUT 390 37 14,430 C 5T9/TO 10 81 $38 Slurry Seal 2012 SUNFLOWER S/FIR NARONWOOD 560 37 20 E 5/9 /2010 76 $58,741 Sluny Seal 2013 ADOLFO LOPEZ WEND 425 E/SEAL BEACH 800 60 48,000 E 5/9 /2010 77 $15,876 Slurry Seal 2013 BOLSA E/SEAL BEACH W/MAIN 2 37 103 A 5/11/2010 56 $413,391 4" Overlay and Di outs 2013 ELDER E/OLEANDER W/FUCHSIA 1 36 64 E 5/8 /2010 83 $21,314 Slurry Seal 2013 ELECTRIC N E/SEAL BEACH W /MAIN 2,410 27 65 A 5/8 /2010 64 $193,697 2" AC Overla 2013 ELECTRIC S E/6TH W/MAIN 910 25 22,750 A 5/8 /2010 93 $7,525 Slurry Seal 2013 HAZELNUT E/HEATHER W/ROSE 1 610 33 53 E 5/8/2010 80 $157522 Slurry Seal 2013 PRINCETON EBND W /HARVARD 230 30 6 E 5/9 /2010 83 $13.987 Slurry Seal 2014 ALMOND E/OLEANDER ' W/ASTER 4 36 158 C 5/8 /2010 91 $54,886 Slurry Seal 2014 CARNATION S /ALMOND N/END 230 33 7,590 E 5/8 /2010 88 $2,636 Slurry Seal 2014 COASTLINE S /CARMEL N/END 480 27 12 960 E 5/8/2010 91 $4 Slurry Seal 6/16/2010 Nichols Consulting Engineers, Chtd. page 1 of 3 City of Seal Beach Sections Selected For Treatment ($850,000 /year, City's Existing Budget) 2014 COLLEGE PARK E/HARVARD W/HARVARD 2,590 37 95 C 5/8/2010 94 $33,281 Slu Seal 2014 COLLEGE PARK E/HARVARD W /CITY LIMIT 940 44 41,360 E 5/8/2010 86 $14,364 Slu Seal 2014 DAFFODIL S /ALMOND WEND 230 33 7,590 E 5/8/2010 84 $2,636 Slu Seal 2014 DAISY CIRCLE S/FIR N/END 230 33 7,590 E 5/8/2010 86 $2,636 Slu Seal 2014 DARTMOUTH E/END W/HARVARD 180 34 6 E 5/8/2010 84 $2 125 Shu Seal 2014 ELECTRIC N E/MAIN W /6TH 960 27 25,920 A 5/82010 46 $210,544 4" Overlay and Di outs 2014 FERN S /ALMOND N/END 230 33 7,590 E 5/82010 94 $2,636 Slurry Seal 2014 HARVARD S /COLLEGE PARK WEND 3,310 37 122,470 C 5/82010 90 $42,533 Slurry Seal 2014 IRIS S /ALMOND N/END 230 33 7 590 E 5/82010 89 $2,636 Slurry Seal 2014 IRONWOOD W/ TULIP W/ SUNFLOWER 1,020 37 37,740 E 5/82010 46 $306,556 4" Overlay and Di outs 2014 LOYOLA PLAZA S /COLLEGE PARK N/END 330 25 8,250 E 5/92010 89 $2,865 Slurry Seal 2014 MARIGOLD S /BIRCHWOOD N /CANDLEBERRY 160 33 5,280 E 5/92010 67 $16,503 2" AC Overlay 2014 NEPTUNE S /SEAL N /OCEAN 210 24 5,040 E 5/92010 84 $1,750 Slurry Seal 2014 OCCIDENTAL E/ STANFORD W/HARVARD 160 33 5,280 E 5/112010 81 $1,834 Slurry Seal 2014 OLD RANCH PARKWAY W/ SEAL BEACH W /SEAL BEACH 200 64 12,800 A 5/92010 1 54 $59,958 4" Overlay and Di outs 2014 YALE E/COLLEGE PARK W/COLLEGE PARK 1,160 33 38,280 E 5/92010 92 $13,294 Slurry Seal 2015 BLUE BELL S /ALMOND NBIRCHWOOD 710 33 23,430 E 5/92010 86 $8,544 Slurry Seal 2015 CAMELIA S /ALMOND NBANYAN 590 33 19,470 E 5/92010 90 $7 Slurry Seal 2015 CANDLEBERRY E/WISTERIA W /OLEANDER 1,660 33 54,780 E 5/82010 91 $19,976 Slurry Seal 2015 DAISY S /ALMOND NBIRCHWOOD 410 33 13,530 C 5/82010 90 $4,934 Slurry Seal 2015 DOGWOOD E/DAISY WARONWOOD 1,470 33 48,510 E 5/82010 92 $17,689 Slurry Seal 2015 DOGWOOD E/MARIGOLD W/FUCHSIA 1,520 33 50 E 5/82010 90 $18,291 Slurry Seal 2015 ELDER ENIOLET W/PRIMROSE 1,380 33 45,540 E 5/82010 92 $16606 Slurry Seal 2015 ELECTRIC S E/SEAL BEACH W/MAIN 2,360 25 59,000 A 5/82010 43 $641,360 4" Overlay and Di outs 2015 MARIGOLD S /CANDLEBERRY N/DOGWOOD 160 33 5 280 E 5/92010 89 $1,925 Slurry Seal 2015 OLEANDER S /ALMOND N/FIR 1 36 47.520 E 5/92010 89 $17,328 Slurry Seal 2015 PRIMROSE S/DOGWOOD N/ELDER 210 33 6,930 E 5/92010 93 $2,527 Slurry Seal 2015 ROSE S/HAZELNUT N/LAMPSON 440 37 16,280 C 5/92010 65 $53,429 2" AC Overla 201612TH S /SEAL N /OCEAN 210 24 5 E 5/92010 85 $1,930 Slurry Seal 2016113TH S /SEAL N /OCEAN 210 25 5 E 5/112010 86 $2,010 Slu Seal 20165TH S /MARINA N/PCH 660 60 39.600 C 5/82010 89 $15162 Slurry Seal 2016 ASTER S/ ALMOND N/ BIRCHWOOD 1 37 45,843 E 5/92010 88 $17 553 Slurry Seal 2016 BASSWOOD EASTER W/LAMPSON 410 36 14,760 C 5/92010 85 $5,651 Slurry Seal 2016 CATALINA EBALBOA W /COASTLINE 1 37 70,670 C 5/112010 94 $27,059 S urry Seal 2016 CENTRAL WY E 5TH W/ 4TH 260 38, 9 880 E 5/112010 85 $3 Slurry Seal 2016 CLIPPER E CARAVEL W/ ELECTRIC 910 33 30,030 E 5/112010 85 $11,498 Slurry Seal 2016 DORY S /GALLEON N /SCHOONER 360 28 10 080 E 5/82010 92 $3,860 Slurry Seal 2016 ELECTRIC !E/CORSAIR WEND 380 33 12,540 A 5/82010 94 $4 Slurry Seal 6/16/2010 Nichols Consulting Engineers, Chtd. page 2 of 3 City of Seal Beach Sections Selected For Treatment ($850,000 1year, City's Existing Budget) 2016 ELECTRIC E/SEAL BEACH 1E90 34 6,460 A 5/8/2010 92 $2,473 Slur Seal 2016 GALLEON S/ELECTRIC 70 33 32,010 E 5/8!2010 91 $12,256 SIu Seal 2016 LAMPSON EBASSWOOD 00 60 198,000 A 5/8/2010 90 $75,812 SIu Seal 2016 MAIN S /OCEAN AVE 190 57 67,830 A 5/11/2010 78 $25,971 Slu Seal 2016 MARLIN E/SEAL BEACH ,610 37 59 E 5/92010 87 $22,809 Slurry Seal 2016 RIVIERA S/MARLLN NBOLSA 560 31 17 E 5/112010 88 $6,647 Slurry Seal 2016 SCHOONER E/GALLEON W/DORY 660 33 21,780 E 5/92010 94 $8,339 Sluny Seal 2016 SEAL BEACH S /ADOLFO LOPEZ N/WESTMINSTER 4,080 98 399,840 A 5/112010 88 $153,094 Slurry Seal 2016 SEAL BEACH WESTMINSTER NBEVERLY MANOR 4,536 95 430,920 A 5/112010 89 $164994 Slurry Seal 2016 SEAL BEACH OLD RANCH PKY O N/ LAMPSON 833 89 74,137 A 5/112010 92 $28 Slurry Seal 2016 SEAL, BEACH S/ LAMPSON ST. CLOUD DR 915 77 70 A 5/112010 84 $26,976 Slurry Seal 2016 SEAL BEACH ST. CLOUD DR PLYMOUTH 1,491 77 114,807 A 5/112010 93 $43,958 Slurry Seal 2016 SEAL BEACH S/ROSSMOOR NBRADBURY 1,040 97 100,880 A 5/112010 93 $38,626 Slurry Seal 2017 IS T S/MARINA N/PCH 2,172 23 49 E 5/112010 63 $180,754 2" AC Overla 2017 OLD RANCH PARKWAY 720 W/ SEAL IBEACH W/ 22 FWY 1,030 34 35,020 A 5/92010 26 $492,767 Reconstruction 2017 ROSSMOOR CTR E/ WEST RD W/ MONTECITO 1 364 28 10,192 E 1 5/112010 20 $143,412 Reconstnactton Note: 1. "Plan Year" is the fiscal year planning for the treatment 2011- FY 2010 -2011 2012- FY 2011 -2012 2013- FY 2012 -2013 2014 - FY 2013 -2014 2015 - FY 2014 -2015 2016- FY 2015 -2016 2017- FY 2016 -2017 2. "FC" is Functional Class A - Arterial C - Collector E - Residential 6/16/2010 Nichols Consulting Engineers, Chtd. page 3 of 3 Section 4 City's Projected Resurfacing Program City of Seal Beach Arterial Street Resurfacing Program 20111BALBOA IS /PCH IN /BOLSA I 6601 371 24,420 441 $256,410.00IR & R I - 2011 BOLSA ISEAL BEACH BLVD IPCH 1 3.1001 371 114.7001 58 $562.030.0014" AC Overlav AL 2012 ELECTRIC S I E /SEAL BEACH IMMAIN 1 2,3601 251 59,0001 481 T289,100.0014" AC Overla TOTAL 1 $289,100.00 I 20131ELECTRIC N IE /SEAL BEACH IW/MAIN 1 2.4101 271 65.0701 661 $175.689.0012" AC Overlav I 'AL 2014 MARINA E /PCH 16TH 1 6291 611 38,369 42 $402,874.501 R & R TOTAL 1 $402,874.50 2015 WESTMINSTER E /BOLSA CHICA IW /SEAL BEACH 1 10,6101 721 763,9201 40 $8,021,160.00 R & R TOTAL $8,02.1,160.00 2016 WESTMINSTER IW /CITY LIMIT I E /SEAL BEACH 1 4,3601 791 344,440 69 $929,988.0012" AC Overla TOTAL - $929,988.00 201711 ST S /PCH IN/MARINA 1 2,1721 221 47,784 78 $129,016.8012" AC Overla TOTAL 1 $129,016.80 7/30/2010 Nichols Consulting Engineers, Chtd. Page 1 of 1 City of Seal Beach Local Street Resurfacing Program 2011 *IRONWOOD S /CANDLEBERRY WELDER 500 331 16,500 50 $80,850.00 4" AC Overla 2011 *IRONWOOD E/WISTERIA W/TULIP 322 37 11,914 29 $125,097.00 R & R 2011 SOUTH SHORE S /BOLSA N/TAPER 1,060 33 34,980 29 $367,290.00 R & R 2011 TAPER S /BOLSA N /CATALINA 1,110 33 36,630 38 $384,615.00 R & R 2011 SAND PIPER S /BOLSA N/TAPER 1,110 33 36,630 35 $384,615.00 R & R 2015 SILVER SHOALS S /BOLSA N /FATHOM 300 TOTAL 9,900 $1,342,467.00 2012 LANDING E /SEAL BEACH IW /12TH 1,210 21 25,410 27 $266,805.00 R & R 2012 14TH S /ELECTRIC N /PCH 1,0121 37 21,210 37 $222,705.00 R & R 2012 PURDUE CIRCLE WEND N /COLLEGE PARK E68t 27 1 ,836 71 $4,957.2 2" AC Overla 2012 15TH S /ELECTRIC N /PCH 1,1121 33 23,310 34 $244,755.00 R & R I I U I AL - I $/39,222.201 2013 IRONWOOD W/TULIP W /SUNFLOWER 1,020 37 37,740 50 $184,926.0014" AC Overla 2013 BALBOA S /BOLSA N /CATALINA 1,060 37 39,220 36 $411,810.00 R & R 2013 HARBOR S /BAYSIDE N /BAYOU 7601 33 25,080 37 $263,340.001R & R I I U I AL " - I $860,076.001 2014 IRONWOOD S /ELDER N /HEATHER 1,950 1 - 331 64,350 50 $315,315.00 4" AC Overla 2014 11TH S /ELECTRIC I S/ELECTRIC N /LANDING I N/PCH 210 37 7,770 40 $81,585.00 R & R 2014 13TH S /HAZELNUT Ej 9601 21 20,160 48 $98,784.00 4" AC Overla I I U I A L I $495,684.001 2015 IRONWOOD E /ROSE W /IRIS 1,420 33 46,860 72 $126,522.00 2" AC Overla 2015 IRIS HAZELNUT AVE IRONWOOD AVE 226 32 7,232 56 $19,526.40 4" AC Overlay 2015 ROSE S /HAZELNUT N /LAMPSON 440 37 16,280 38 $43 956.00 2" AC Overlay 2015 VIOLET S /ELDER N /FIR 160 33 5,280 53 $25,872.00 4" AC Overla 2015 SILVER SHOALS S /BOLSA N /FATHOM 300 33 9,900 42 $103,950.00 R & R ITUTAL I - $319,826.401 2016 SUNFLOWER S /FIR N /IRONWOOD 560 37 20,720 78 $55,944.00 2" AC Overla 2016 HAZELNUT E/WISTERIA W /SUNFLOWER 1,310 33 43,230 60 $116,721.00 2" AC Overla 2016 MARINA E /PCH 6TH 629 61 38,369 42 $402,874.50 R & R 2016 16TH S /ELECTRIC N /PCH 1,160 21 24,360 47 $119,364.00 4" AC Overla 2016 17TH S /ELECTRIC N /PCH 1,260 21 26,460 47 $129,654.00 4" AC Overla I I U I A L 1 $814,557.501 7/29/2010 Nichols Consulting Engineers, Chtd. Page 1 of 2 City of Seal Beach Local Street Resurfacing Program 2017 DAISY S /CANDLEBERRY N /DOGWOOD 210 33 6,930 73 $18,711.00 2" AC Overly 2017 HEATHER S /ELDER N /HAZELNUT 790 37 29,230 77 $78,921.00 2" AC Overly 2017 FIR E /ROSE W/HEATHER 1,260 33 41,580 75 $112,266.00 2" AC Overly 2017 GUAVA E /PANSY W/HEATHER 1,360 33 44,880 79 $121,176.00 2" AC Overly 2017 MARIGOLD S /BIRCHWOOD N /CANDLEBERRY 160 33 5,280 69 $14,256.00 2" AC Overly 2017 DOGWOOD IEMISTERIA IW /OLEANDER 1 1,7101 33 56,430 72 $152,361.0012" AC Overla I TOTAL 1$497,691 * Ironwood will be funded through sewer enterprise funds as the construction is being done to rehabilitate sanitary sewer facilities. 7/29/2010 Nichols Consulting Engineers, Chtd. Page 2 of 2 Section 5 City's Projected Slurry Seal Program City of Seal Beach Local Street Slurry Program 2011 CATALINA EBALBOA W /COASTLINE 1,910 37 70,670 C 11/2010 94 $21,201 Slu Seal 2011 COASTLINE S /CARMEL WEND 480 27 12 E /8/2010 15/11/2010 91 $4,501 Slurry Seal 2011 MARLIN E/SEAL BEACH WBALBOA 1,610 37 59,570 E /9/2010 88 $17,871 Slurry Seal 2011 RIVIERA S/MARLIN N /BOLSA 560 31 17,360 E 89 $5,208 Slurry Seal 201212TH S /SEAL N /OCEAN 210 24 5,040 E 5/92010 86 $1,512 Slurry Seal 2012 13TH S /SEAL N /OCEAN 210 25 5,250 E 5/112010 87 $1,575 Slurry Seal 2012 CENTRAL WY E/ 5TH W/ 4TH 260 38 9,880 E 5/112010 85 $3,783 Slu Seal 2012 ELECTRIC E/SEAL BEACH 19 W /SEAL BEACH 190 34 6,460 A 5/82010 92 $1,938 Slurry Scal 2012 ELECTRIC S E/6TH W/MAIN 910 25 22,750 A 5/82010 93 $7,525 Slurry Seal 2012 NEPTUNE S /SEAL N /OCEAN 210 24 5,040 E 5/92010 84 $1 Slurry Seal 2012 SEAL BEACH BLVD SBLECTRIC N /PCH 1,510 40 60,400 A 5/112010 83 $115,297 Slurry Seal 2013 ASTER S/ ALMOND N/ BIRCHWOOD 1,239 37 45,843 E 5/92010 89 $13,753 Slurry Seat 2013 CLOVER S /ALMOND N/END 130 33 4 E 5/82010 81 $11,542 Slurry Seal 2013 FIR CIRCLE S/FIR N/END 130 60 7,800 E 5/82010 79 $2,340 Slurry Seal 2013 HEATHER S /ELDER N/HAZELNUT 790 37 29,230 C 5/82010 77 $78,921 Slurry Seal 2013 PANSY S/FIR N /GUAVA 160 33 5,280 E 5/92010 81 $14,205 Slurry Seal 2013 ROSE S/FIR N/HAZELNUT 390 37 14,430 C 5/92010 81 $38,823 Slurry Seal 2014 ELDER E/OLEANDER W/FUCHSIA 1,790 36 64,440 E 5/82010 83 $21,314 Slurry Seal 2014 GUAVA E/PANSY W /HEATHER 1 33 44,880 E 5/82010 78 $127 Slurry Seal 2015 HAZELNUT &HEATHER W/ROSE 1 33 53,130 E 5/82010 80 $157,522 Slurry Seal 2015 SUNFLOWER S/FIR N /IRONWOOD 560 37 20,720 E 76 $58,741 Slurry Seal 2016 ALMOND IYOLEANDER W /ASTER 4,390 36 158 C 91 $54,886 Slurry Seal 2016 BASSWOOD FASTER W/LAMPSON 410 36 14 C 85 $5,651 Slurry Seal 2016 BLUE BELL S /ALMOND NBIRCHWOOD 710 33 23 430 E g5/9/201 86 $8 544 SIu Seal 2016 CAMELIA S /ALMOND N /BANYAN 590 33 19 470 E 90 $7 100 Slu Seal 2016 CANDLEBERRY E/WISTERIA W /OLEANDER 1,660 33 54 780 E 91 $19,976 Slurry Seal 2016 CARNATION S /ALMOND N/END 230 33 7,590 E 5/82010 88 $2,636 Slurry Seal 2016 DAFFODIL S /ALMOND N /END 230 33 7,590 E 5/82010 84 $2 Slurry Seal 2016 DAISY S /ALMOND N /BIRCHWOOD 410 33 13,530 C 5/82010 90 $4934 Slurry Seal 2016 DAISY CIRCLE S/PIR N /END 230 33 7,590 E 5/82010 86 $2 636 Slurry Seal 2016 DOGWOOD E/DAISY WARONWOOD 1,470 33 48,510 E 5/82010 92 $17,689 Slurry Seal 2016 DOGWOOD FMARIGOLD W/FUCHSIA 1,520 33 50,160 E 5/82010 90 $18,291 Slurry Seal 2016 ELDER E/VIOLET W/PRIMROSE 1 33 45,540 E 5/8/2010 92 $16,606 Slurry Seal 2016 FERN S /ALMOND N/END 230 33 7,590 E 5/82010 94 $2,636 Slurry Seal 2016 IRIS S /ALMOND N/END 230 33 7,590 E 5/82010 89 $2,636 Slurry Seal 2016 MARIGOLD S /CANDLEBERRY N/DOGWOOD 160 33 5 E 5/92010 89 $1,925 Slurry Seal 2016 OLEANDER S /ALMOND N/FIR 1,320 36 47,520 E 5/92010 89 $17,328 Slurry Seal 2016 PRIMROSE S/DOGWOOD N/ELDER 210 33 6 930 E 5/92010 93 $2.527 Slurry Seal 20175TH S/MARINA N /PCH 660 60 39,600 C 5/82010 89 $15162 Slurry Seal 2017 CLIPPER F CARAVEL W/ ELECTRIC 910 33 30 030 E 5/11/2010 85 $11498 Slurry Seal 2017 COLLEGE PARK E/HARVARD W /HARVARD 2 37 95,830 C 5/82010 94 $33 281 Slurry Seal 2017 COLLEGE PARK &HARVARD W /CITY LIMIT 940 44 41,360 E 1 5/82010 86 $14,364 Slurry Seal 7/7/2010 Nichols Consulting Engineers, Chtd. page 1 of 2 Note: 1. 'Plan Year" is the fiscal year planning for the treatment 2011 - FY 2010 -2011 Hill /Cove 2012 - FY 2011 -2012 Old Town 2013 - FY 2012 -2013 CPE Phase 1 2014 - FY 2013 -2014 CPE Phase II 2015 - FY 2014 -2015 CPE Phase III 2016 - FY 2015 -2016 CPE Phase IV 2017 - FY 2016 -2017 CPW /Bridgeport 2. "FC" is Functional Class A - Arterial C - Collector E - Residential City of Seal Beach Local Street Slurry Program 7/7/2010 Nichols Consulting Engineers, Chtd. page 2 of 2