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Home My WebLink AboutMINUTES - 03112008 - C.110 TO: 130ARD OF SUPERVISORS ontra f FROM: DENNIS BARRY, AICP z Costa COMMUNITY DEVELOPMENT DIRECTOR' - � County rTA�oUK� DATE: March 11 , 2008 SUBJECT: Biennial Compliance Checklist and Capital Improvement Program for Measure C-1988 Growth Management Program SPECIFIC REQUEST(S) OR RECOMMENDATION(S) & BACKGROUND AND JUSTIFICATION RECOMMENDATIONS 1. FIND that the proposed 2008-2014 Capital Improvement Program (CIP)for Parks and Sheriff Facilities is not a project subject to the California Environmental Quality Act (see Exhibit A); 2. ADOPT the 2008-2014 CIP for Parks and Sheriff Facilities (see Exhibit B); 3. APPROVE the completed Biennial Compliance Checklist(See Exhibit C)and find that the . County's policies and programs conform to the requirements for compliance with the Contra Costa Transportation Improvement and Growth Management Program; 4. AUTHORIZE the Chair.of the Board of Supervisor's to sign the completed Checklist. 5. DIRECT the Community Development and Public Works Directors to report to the Transportation, Water and Infrastructure Committee before the end of this year on actions taken related to the creation and implementation of a parks master plan. 6. FIND that the policies and programs of Contra Costa County and the approval of the Biennial Compliance Checklist(Item 3 above)establish compliance with the Contra Costa . Congestion Management Program (CMP). CONTINUED ON ATTACHMENT: X YES SIGNATURE: ( ..L�� 6 - RECOMMENDATION OF COUNTY ADMINISTRATOR RECOMMENDATION OF BOARD COMMITT E APPROVE OTHER SIGNATURES ACTION OF BOARD ON o APPROVED AS RECOMMENDED j�OTHER VOTE OF SUPERVISORS I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF AN ACTION TAKEN AND UNANIMOUS (ABSENT ). ENTERED ON THE MINUTES OF THE BOARD [AYES: NOES: OF SUPERVISORS ON THE DATE SHOWN. ABSEN ABSTAIN: ATTESTED d �� Contact: John Cunningham, (925/335-1243) JOHN CULLEN, CLERK OF cc: Community Development Department (CDD) THE BOARD OF SUPERVISORS Public Works Department AND UNTY ADMINISTRATOR Sheriff's Office - CCTA (via CDD) B , DEPUTY GATransportation\Measure C Tracking\Measure C Tracking 2006-2007\BO_Checklist\Board Order.doc Biennial.Compliance Checklist and CIP for Measure C-1998 February 12, 2008 Page 2 FISCAL IMPACT Adoption of the CIP for Parks and Sheriff Facilities and the-approval-of the Biennial Compliance Checklist(Checklist)qualify the County to receive its Fiscal Year 2007/2008 and 2008/2009 allocations of Measure C-1988"return to source"revenues,estimated to be approximately$2.2 million annually. Compliance with the CMP will ensure the County receives its allocation of state gas tax revenues under Section 2105 of the Street and Highways Code and will maintain its eligibility for other state and federal transportation revenues. The County receives approximately$4.9 million annually from this revenue source and dedicates this revenue for transportation purposes. BACKGROUND/REASONS FOR RECOMMENDATIONS The County biennially ,submits a compliance checklist `to the Contra Costa Transportation Authority (Authority) to. receive the County's portion of the 18 percent of sales tax funds available for local street maintenance and improvements under Measure C-1988. Two related actions must precede completion and submittal of the Checklist: 1. California' Environmental Quality Act (CEQA) review of the proposed 2008 Capital Improvement Program (CIP) for.Parks and Sheriff Facilities; and 2. Adoption of this CIP for Park and Sheriff Facilities. Consistent with CEQA provisions and adopted County CEQA Guidelines Department staff has found that the adoption of the CIP for Parks and Sheriff, Facilities is not subject to review under CEQA.(see Exhibit A). This activity is exempt under CEQA given the provision that CEQA only applies to activities that have the potential to cause significant adverse effects to the environment. All activities in the CIP are either fully committed, constructed, awaiting occupancy, or undergoing separate environmental review. Under,the provisions of Section 15061(b)3; of CEQA and County CEQA guidelines, it can be seen with certainty that there is no possibility that adoption of the CIP for Parks and Sheriff Facilities could have a significant effect on the environment. The CIP for Parks and Sheriff Facilities (see Exhibit B) was prepared as part of the County's Development Mitigation Program. The CIP is authorized by Implementation Measure 4-n of the County General Plan. Any capital projects sponsored by the County and necessary to maintain adopted levels of performance must be identified in a five=year CIP. Funding sources for the complete cost of the imp rove ments,"and phasing, if any, must also be identified in the CIP. The CIP demonstrates that development anticipated between 2008 and 2014 will maintain compliance with the performance standards for parks and sheriff facilities. Table 5 of the CIP shows no expansion or acquisition of sheriff facilities is proposed for the seven-year period for'patrol and investigation use.The existing"surplus".capacity is expected to be sufficient to accommodate population growth during this period. The Checklist covers actions and decisions taken by'the County during the 2006 and 2007 calendar years. The Checklist covers the following areas: — Complying with Action Plans for Regional Routes of Significance; Participating in the Regional Traffic Mitigation Program (RTMP); Providing Housing Options and Job opportunities; Complying with performance standards for transportation and other urban services; Participating in cooperative multi-jurisdictional planning; Maintaining a 5-Year Capital Improvement Program; - Implementing a Transportation System Management Ordinance; Meeting minimum.expenditures for street and road maintenance; and Posting signs for construction projects receiving more than $250,000 in.Measure C funds. Biennial Compliance Checklist and CIP for Measure C-1998 February 12, 2008 Page 3 BACKGROUND/REASONS FOR RECOMMENDATIONS (Continued) The County has satisfied all Checklist requirements during 2006 and 2007 calendar years. All traffic level of service.standards and performance standards for other urban services in the unincorporated area were maintained. The County implemented all the required plans, programs and ordinances for mitigating local and regional transportation impacts of development projects, providing housing and job opportunities, and constructing the necessary capital improvements for urban services. County road projects and expenditures have met the Measure C-1988 requirements. The Board of Supervisors has participated in or taken actions during the year consistent with the multi-jurisdictional transportation planning process established by Measure C-1988. The Contra Costa Transportation Improvement and Growth Management Program identifies standards for the development of parks relative to population growth. As documented in the Capital Improvement Program for Park and Sheriff's Facilities, there exists a limited surplus (1 acre) to ensure consistency with these adopted standards in the timeframe of the Program (2008-2014). Because of this limited surplus, Community Development Department and Public Works Department staff will examine the Program and projects within in greater detail to ensure County compliance with adopted standards. Staff will report to the Transportation, Water and Infrastructure Committee before the end of the year on the status of this examination. In 2007 the Contra Costa Transportation Authority amended the CMP to eliminate the separate checklist requirement and rely on the Measure C checklist to determine a local agencies conformance with the Land Use evaluation component of the CMP (RECOMMENDATION: #3). In addition, the policies and programs of Contra Costa County ensure conformance with the CMP in regards to several additional measures, consistency with level-of-service standards, implementation of a land use impact analysis program and implementation of a deficiency plan in the event level-of-service standards are not maintained. CONSEQUENCES OF NEGATIVE ACTION Failure to adopt the CIP for Parks and Sheriff Facilities and/or approve the Checklist will prevent the County for qualifying for its Fiscal Year allocations for 2007/2008 of"return to source"funds. Funds will be available for allocation beginning July 1, 2008. Failure to establish compliance with the Congestion Management Program (CMP)will cause the County to be out of compliance with the Congestion Management Statute, cause the State to withhold the County's allocation of gas tax revenues under Section 2105 of the Streets and Highways Code, lead to a reduction in road maintenance projects in unincorporated areas. List of Exhibits Exhibit A: Determination that an Activity is not a Project Subject to the California Environmental Quality Act. Exhibit B: Contra Costa County Development Mitigation Program,2008-2014 Capital Improvement for Parks and Sheriff Facilities. Exhibit C: Contra Costa Transportation Authority Growth Management Program Compliance Checklist. EXHIBIT A DETERMINATION THAT AN ACTIVITY IS NOT A PROJECT SUBJECT TO THE CALIFORNIA ENVIRONMENTAL QUALTIY ACT (CEQA) FILE NO. CP 08-04 ACTIVITY NAME: Adoption of 2008-2014 Contra Costa County Development Mitigation Program: Capital Improvement Program for Parks and Sheriff Facilities PREPARED BY: John Cunningham DATE: January 31, 2008 This activity is not subject to the California Environmental Quality Act (CEQA) pursuant to Section 15061(b) of Chapter 3 of the State CEQA Guidelines. It can be seen with certainty that there is no possibility that the.activity may have a significant effect on the environment. DESCRIPTION OF ACTIVITY: The adoption of a Capital Improvements Program for the provision of Parks and Sheriff facilities in order to demonstrate compliance with the provisions of Measure C-1988. No significant change in the environment will result from the adoption of this program: all capital facilities programmed are. either fully committed or constructed, awaiting occupancy or are undergoing separate environmental review. Projects which may be funded in the future consistent with, or under this program, which are as yet undefined, will be subject to review under the California Environmental Quality Act. LOCATION: Countywide in the County of Contra.Costa, State of ornia. Date: January 31, 2008 Reviewed by: Co i unity Development Department Representative G:\Transportation\Measure C Tracking\Measure C Tracking 2006-2007\C1P\CIP_CEQUA 2008.doc Contra Costa County Development Mitigation Program 2008-2014 Capital Improvement Program for Parks and Sheriff Facilities Prepared by Contra Costa County Community Development Department January 2008 I. INRODUCTION This document is Contra Costa County's Capital Improvement Program (CIP) for providing park and Sheriff Facilities in the unincorporated area of the County. A companion document, the County Road Improvement&Preservation Progam, describes transportation projects to mitigate the transportation impacts of n;xv development. Both documents respond to the requirements of the Contra Costa Transporttation Authority's (CCTA)Biennial Compliance Checklist, which is used to measure how.well individual jurisdictions are complying with the requirements of the growth management program of Measure C-88. The Measure C-88 growth management program requires local jurisdictions to develop a five- year capital improvement program to meet and maintain adopted performance standards.. It is CCTA policy that all capital improver ent programs be amended, taking into account changes in project costs, funding sources,project development and timing. Jurisdictions can avoid annual updates by developing longer range capital improvement programs. The County has elected to use a seven-year horizon for the CIP. CONTENTS OF THIS DOCUMENT: The CIP is based on a seven-year horizon, 2008-2014, growth estimates for that time period are presented in Section II. Section III of the CIP reviews the performance standards, which were established by the Growth Management Element of the Contra Costa County General Plan, and describes the status of County's compliance with these standards based on the estimated population growth. Section IV describes the program facilities needed to meet the demands of future growth as dictated by the performance standards set forth in the Growth Management Element. II. POPULATION ESTIMATES Table 1 provides an estimate of past population growth in the unincorporated area since adoption . of the County's Grotinth Management Element in 1991. It also describes projected population growth for the seven-year period of the CIP, 2008-2014. These forecasts are based on ABAG's Projections 2007, as adjusted by the Community Development Department to reflect the actual growth recorded on the unincorporated area between 1991-2007.125 TABLE 1 PAST AND PROJECTED POPULATION GROWTH IN UNINCORPORATED CONTRA COSTA AREA 1991-2007 2008-2014 East County 10,279* 4,700 Central County 15,411** 1,906 West County 3,573 2,170 - TOTAL 29,263 8,776 * Includes growth in Oakley up to year 2000. ** Does not include the growth in Dougherty Valley,which ABAG assigns to City of San Ramon. 5 III. GROWTH MANAGEMENT PERFORMANCE STANDARDS The Gronvth Management Element establishes standards for the provision of certain public services in the unincorpo:�ed ar-eas. These performance standards are applied to all development that was approved since the adoption of the County General Plan in January 1991. The standards apply to the entire unincorporated area, countywide. Park Facilities: The growth management standard for park facilities is three acres of neighborhood parks per 1,000 population. Table 2 evaluates this standard as of.2007. This' _ evaluation is based on population growth for the 1991 - 2007 time period and the park acreage opened during that period. Since January 1991,the County has opened approximately 116 acres of new park facilities that meet the neighborhood park classification. Actual park construction exceeded the growth management standard by 28 acres. These facilities represent a broad range of accomplishments, including contribution to joint school/park facilities, pro-rated credit for park facilities of cities or special districts funded partially by County revenues or land-dedication, and linear parks that serve the local area. See Appendix A for a description of these park facilities. TABLE 2 EVALUATION OF COMPLIANCE WITH THE PARK FACILITIES STANDARD AS OF 2007 REQUIRED FACILITIES FACILITIES OPENED SURPLUS/(DEFICIT) 88 acres 116 acres 28 acres Sheriff Facilities: The growth management standard for Sheriff facilities is 155 square feet of patrol and investigation facilities per 1,000 population. Table 3 evaluates compliance with the performance standard as of 2007. The evaluation is based on population growth for 1991-2007 time period and the square footage of Sheriff Facilities opened as of 2007. The population growth between 1991 and 2007 created a demand for 4,536 square feet of patrol. investigation and support facilities. Since 1991, the County has opened 21,039 square feet of facilities that serve patrol, investigation and support activities. Actual Sheriff Facility construction exceeded the growth management standard by 16,503 square feet. See Appendix B for the inventory of Sheriff Facilities. TABLE 3 EVALUATION OF COMPLIANCE WITH SHERIFF FACILITIES STANDARD AS OF 2007 REQUIRED FACILITIES FACILITIES OPENED SURPLUS/(DEFICIT) 4,536 sq.ft. 21,039 sq.ft. 16,503 sq.ft. 5 IV. SEVEN-YEAR PROGRAM FOR PARK AND SHERIFF FACILITIES The 1Vleasure C-88 growth management program requires that capital improvement programs include approved projects, their estimated costs and a financial plan for providing the improvements. This section describes a seven-year program of projects to maintain compliance with the County's adopted growthmanagement standards for park and Sheriff Facilities. Park Facilities: The projected growth during the 2008-2014 time period will generate the need for 26 acres of neighborhood and community parks. Table 4 describes the park facilities programmed for construction during the 2008 to 2014 time period. Nearly 55 acres of neighborhood parks are programmed for construction. By adding the acreage from Table 4 to the current "surplus" of 28 acres, programmed park construction will exceed the performance standard by approximately 1 acre based on the growth projected to occur in the unincorporated area by 2014. The formula utilized to evaluate this need for facilities in 2012 is detailed in Table 5. The limited park facility surplus identified in this document will be examined by staff in 2008. A report will be provided to the Board of Supervisors with recommendations on actions to address the limited surplus. Parks are financed largely by park dedication fees assessed against new development in the unincorporated area. A Park Impact Fee Nexus Study was approved by the Board in 2007 and fees were updated shortly thereafter. Fees range from $1,969 to $7,238 depending on dwelling type and location. Unless otherwise indicated, the parks shown on Table 4 occur on County- owned parcels or land dedicated by developers to the County. Expenditures are for park improvements only. 4 Sheriff Facilities: The projected growth during the 2008-2014 time period will generate the need for 1,360 square feet of Sheriff facilities to serve patrol and investigation activities. The surplus square footage resulting from Sheriff facilities opened as of 2007 is 16,503 sq. ft. This "surplus" of facility capacity is sufficient to serve all growth projected to occur in the unincorporated area by 2014, with approximately 15,143 sq. feet of capacity remaining by that time. The formula utilized to evaluate this need for facilities in 2014 is detailed in Table 5. No construction or acquisition of additional sheriff facilities is programmed for the next seven years. Existing capacity is expected to be more than sufficient to accommodate population growth for the next seven years. Fees are currently in place for new development in the unincorporated area to provide ongoing support for Sheriff operations. The fees do not cover additional facilities that may be needed in the future Since 1991, a significant inventory of space for patrol and investigation activities has been made available on a short-term basis to the Sheriff through donations or leases. These facilities total 2,660 square feet and are listed in Appendix C. The Sheriff recommends that this space not be claimed by the Board-for the purpose of meeting the growth management standard for Sheriff Facilities. This CIP is consistent with that recommendation. 5 N C) O O Vl N O N �0 0� �0 0 0 0 �0 �O m - p 69 O b4 69 6N9 69 64 's V] O Cn gIg N I ^ I € { O O i 001 y O O(0 N Q U N00CA O•, N.� CD. 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Is the jurisdiction implementing the actions called for in the applicable a F] Action Plan for Routes of Regional Significance for all designated Regional Routes within the jurisdiction? b. Has the jurisdiction implemented the following procedures as outlined 0 in the applicable Action Plan for Routes of Regional Significance? . i. Circulation of environmental documents, ii. Analysis of the impacts of proposed General Plan amendments and recommendation of changes to Action Plans, and iii.Conditioning the approval of projects consistent with Action Plan policies? c. Has the jurisdiction followed the procedures for RTPC review of R General Plan Amendments as called for in Authority Resolution No. 95-06-G (see Exhibit 6). 2. Regional Transportation Mitigation Program YES No a. Has the jurisdiction adopted and implemented a local development 0 El mitigation program to ensure that new development pays its fair share of the impact mitigation costs associated with that development? b. Has the jurisdiction adopted and implemented a regional transportation 0 mitigation program,including regional traffic mitigation fees, assessments,or other mitigation as appropriate? Draft Compliance Checklist To be issued January 2008 4-11 Compliance Checklist Reporting Jurisdiction contra Costa county For Fiscal Years 2007-08 and 2008-09 Reporting Period: Calendar Years 2006 & 2007 3. Housing Options,and Job Opportunities YES No a. Has the jurisdiction adopted a third-revision Housing Element that has been found by the State Department of Housing and Community Development to comply with State Law? b. Has the jurisdiction adopted a Housing Element that complies with the 0 ❑ requirements of§ 65553 et seq.of the Government Code, by: ■ Identifying local responsibilities for meeting regional housing needs, ■ Establishing goals and policies for meeting those needs, and ■ Outlining a 5-year program of actions to implement the Housing Element? c. Has the jurisdiction submitted a report to the Authority regarding development of an implementation program that creates housing opportunities for all income levels?Exhibit 7 includes a Sample . Housing Report. d. Does the jurisdiction's General Plan---or other adopted policy 0 document or report—evaluate the effects of planned land uses on local, subregional and regional travel patterns and propose land use policies and a pattern of land uses that would promote more efficient use of the transportation system?. 4. Growth Management Element: Performance Standards YES No a. As part of its General Plan, has the jurisdiction adopted a Growth 0 Management Element:which is in substantial compliance with the Authority's Model Growth Management Element? b. Does the jurisdiction now comply with adopted performance 0 F standards,or expect to;comply with the standards within the next five years through implementation of its Capital Improvement Program? Draft Compliance Checklist 7o be issued January 2008 4-12 Compliance Checklist Reporting Jurisdiction:, Contra Costa County For Fiscal Years 2007-08 and 2008-09 Reporting Period: Calendar Years 2006 & 2007 5. Growth Management Element: Traffic Levet-of- Service Standards YES NO N/A a. Using the Authority's Technical Procedures, have traffic impact 0 ❑ n . studies been conducted as part of development review for all projects estimated to generate more than 100 peak-hour vehicle trips? b. Does the jurisdiction maintain a list of Reporting Intersections on nonFx1 F1 - regional routes, and measure the level of service at those intersections every two years? c. Do all Reporting Intersections meet.LOS standards through actual 0 F� 7 measurement, or after assuming implementation of five-year capital improvement program and accounting for changes in travel demand? d. Does a request for Findings of Special Circumstances for those Q intersections that do not and will not meet LOS standards,accompany this checklist? e. Has the jurisdiction ever been granted a Findings of Special D F 7 Circumstances by,the Authority? 6. Participation in Cooperative, Multi-Jurisdictional, Planning YES NO a. Over the past year,has the jurisdiction's Council/Board member 0 El regularly participated in meetings of the appropriate Regional Transportation Planning Committee,and have the jurisdiction's local representatives to the Regional Transportation Planning Committee regularly reported on the activities of the Regional Committee to the jurisdiction's council or.board? (Note:Each RTPC should have a policy which defines what constitutes regular attendance of Council/Board members at RTPC meetings.) b. As needed,has the jurisdiction made available, as input into the 0 F] countywide transportation computer model, data on land use and traffic patterns? Droft Compliance Checklist 7o be issued January 2008 4-13 Compliance Checklist Reporting Jurisdiction: contra Costa County For Fiscal Years 2007-08 and 2008-09 Reporting Period: Calendar Years 2006 & 2007 7. Five-Year Capital Improvement Program YES NO Does the jurisdiction have an adopted five-year capital improvement 0 program(CIP) that estimates project costs and includes a plan that outlines general mechanisms for financing transportation and public facilities, including fire,police,parks, sanitary facilities,water and flood control? 8. Transportation Systems Management Program YES NO Has the jurisdiction adopted a transportation systems management ordinance or resolution that incorporates required policies consistent with the updated model ordinance prepared by the Authority for use by local agencies? 9. Maintenance ot'Effort (MoE) YES NO Has the jurisdiction met the WE requirements of Measure C as stated 0 ❑ in Section 6 of the Contra Costa Transportation Improvement and Growth Management Ordinance? 10. Posting of Signs YES NO N/A Has the jurisdiction posted signs meeting Authority specifications for El El ❑ all projects exceeding$250,000 that are funded,in whole or in part, with Measure C funds? 11. Other Considerations YES No N/A If the jurisdiction believes that the requirements of Measure C have E ❑ 0 been satisfied in a way not indicated on this checklist,has an explanation been attached below? Drag Compliance Checklist 7o be issued January 2008 4-14 Compliance Checklist, Reporting Jurisdiction: Contra Costa county For Fiscal Years 2007-08 and 2008-09 Reporting Period: Calendar Years 2006 & 2007 12. Review and ApproIfeckilist This checklist was prepare Signature: Date: } Name and Title: John„Cunningham, Senior Transportation Planning 925-335 1243 Phone: The council/board ofcontra Costa countyhas reviewed the completed checklist and found that the policies and programs of the jurisdiction as reported herein'conform to the requirements for compliance with the Contra Costa Transportation Improvement and Growth Management Progr Certified Signature: Name and Title. 03 Attest Signature: Date: Z5 City/To n/County Clerk Name:- Draft Compliance Checklist To be issued January 2008 4-15 Checklist Attachments Reporting Jurisdiction: Contra Costa County For Fiscal Years 2007-08 and 2008-09 Reporting Period: Calendar Years 2006 & 2007 100 CONTRA COSTA TRANSPORTATION AUTHORITY GROWTH MANAGEMENT PROGRAM Allocation-of 18% Local Street. Maintenance & Improvement Funds For Fiscal Years 2007-08 and 2008-09 Reporting Period: Calendar Years 2006 & 2007 Attachments Reporting Jurisdiction: (Note: This form is available in electronic media in Word®format.) Information Requested by Checklist Questions T. Action Plans a. Please summarize steps taken during last'year to implement the actions,programs, and measures called for in the applicable Action Plans for Routes of Regional Significance: See Attachment A: Please note that Actions, Programs and Measures that do not include Contra Costa County are not listed. b. Attach,list and briefly describe any General Plan Amendments that were approved during the reporting period. Please specify which amendments affected ability to meet the standards in the Growth Management Element and/or affected ability to implement Action Plan policies or meet Traffic Service Objectives. Indicate if amendments were forwarded to the jurisdiction's RTPC for review, and describe the results of that review relative to Action Plan implementation: See Attachment B. 2. Regional Transportation Mitigation Program a. Describe progress on implementation of the regional transportation mitigation program: Contra Costa County has been implementing regional mitigation programs in West, Central, East and South County Areas. Draff Compliance Checklist To be issues!January 2008 4-16 Checklist Attachments Reporting Jurisdiction: Contra Costa County For Fiscal Years 2007-08 and 2008-09 Reporting Period: Calendar Years 2006 & 2007 3. Housing Options and Job Opportunities a. Please list the date of State Department of Housing and Community Development(HCD) compliance finding for the jurisdiction's third-revision Housing Element.and attach the HCD-approval letter;' Contra Costa county 'submitted its new Housing Element to the state prior to the December 2001 deadline. The State Department of Housing and Community Development certified the County's compliance on March 26, 2002 (see Attachment C. b. If HCD found that the Housing Element did not comply with State law,please list the date of adoption and.resolution number of the jurisdiction's finding that its third-revision Housing Element complies with State law. Also state what actions have been taken during the reporting-period to contribute toward achieving the housing allocations established by ABAG for all income levels. N.A. c. Please attach a report on the jurisdiction's development of an implementation program that creates housing opportunities for all income levels(see Sample Report—Exhibit 7). See Attachment D ' 4. Growth Management Element: Performance Standards a. If the jurisdiction does not currently meet its adopted performance standards,please describe what actions,the jurisdiction intends to take to bring it into compliance within the next five years, including actions contained in the adopted five-year capital improvement program: , N.A. 5. Growth Management Element: Traffic Level of Service (LOS) Standards a. Please list all projects that generated more than 100 peak hour trips, indicate whether a traffic impact study was conducted,and indicate if a Findings of Consistency with Standards.was made(include resolution number): N.A. The County did not process any land development applications that generated more than 100 peak hour trips. Draft Compliance Checklist . To be issued January 2008 4-17 Checklist Attachments Contra Costa County Reporting Jurisdiction: For Fiscal Years 2007-08 and 2008-09 Reporting Period: Calendar Years 2006 & 2007 :b. Please list Reporting Intersections,dates of counts and LOS monitoring results. Also attach LOS calculations. Explain reasons for any LOS exceedances and proposed mitigation,through implementation of the 5-year.CIP or other mechanism. See Attachment F. Please''note the following two intersections are no longer in the County's jurisdiction: Intersection 2, Solano Way/Marsh Dr./Olivera Rd. (Concord) , and Intersection 13, Cypress Rd./Sellers Ave. (Oakley). Also, Intersection 6 is not included in the LOS calculations due to construction activity at the Pleasant Hill, BART station. The east leg is closed, no counts were taken and LOS calculations were not peformed. C. Please list intersections for which the Authority has adopted'Findings of Special Circumstances and describe actions taken over the past year to carry out required conditions of compliance: N.A. 7. :Five-Year Capifal Improvement Program (tip) Please list resolution number and date,of adoption of most recent five-year CIP. If CIP implementation is required to meet traffic LOS or performance standards,state the number of years for which this condition has prevailed. The CIP for Parks and Sheriff Facilities, 2008-20014 was adopted March 11, 2008. The 2008 County Road Improvement and Preservation Program is set for adoption in April 2008: 8. Transportation Systems Management Program -Date of Ordinance or Resolution Adoption 1/21/03 #2003-02 Resolution Number " 9. Maintenance of Effort (MoE) Please indicate the jurisdiction's MoE requirement and MoE expenditures for the past two fiscal years(FY 2005-06 and FY 2006-07). MOE Requirement $420,000 per year MOE Expenditures $239,620 (2005/2006) 2005/2007 Average $425,219 $610,818 (2006/2007) 11. Other Considerations Please specify any alternative methods of achieving compliance for any components for the Measure C Growth Management Program. N.A. 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G C OO O O O U y U V U U U Sum 3ci 3 3 g d . 0 U � " 0 U N N N N N 3 b b o 0 ti Y O O m a a L y .:,. jam'. � � •a � - .n un i sz O.O O O O p O O N N� N O N O f1a P7 ti C� y Cq CL cd Ei O R C on o v S a M M 7 M M ATTACHMENT B INFORMATION REQUESTED BY CHECKLIST QUESTION I.b MEASURE C COMPLIANCE CHECKLIST:CALENDAR Years 2006&2007 General Plan Amendments Only Ad Affect the Ability to: Meet Growth Results of Management Implement RTPC RTPC General Plan Amendments&Projects Consistent Element Action Plan Meet Reviewed Review with the General Plan Standards Policies TSOs (GPAs) (GPAs) 1 Name: Willow Pass Business Park Project Notice = Location:Evora Rd.and Willow Pass Rd., to TRANSPAC. Clyde/Concord area Yes N/A Yes No comments. None Applicant:Thomas/DeNova LLC County File:GP#04-0001 Description:Change in Land Use Map designation from Light Industrial(LI)to Mixed Use to combine light industrial and retail commercial uses on a 67 ac.site. General Plan amendment application linked to other County applications,including SD#8918,DP#04-3096, and RZ#04-3151 Adopted:3/21/2006.. Resolution#2006/36 Calendar Year:2006 2 Name: West Co.Wastewater District Project Notice - Location: Pittsburg Avenue and Richmond Parkway, to WCCTAC. North Richmond Yes N/.4 Yes No comments. None Applicant:West Co.Wastewater District County File:GP#03-0003 Description:Change in Land Use Element Map designation for a 29 ac.site owned by the West County Wastewater District from Public/Semi-Public(PS)to Light Industrial(LI).Project did not generate 100 or more peak hour trips. Adopted:4/4/2006 Resolution#2006/143 Calendar Year:2006 3 Name:Paulson Lane Residential Project Project Notice Location: 160 Paulson Lane,Walnut Creek:area to TRANSPAC. Yes N/A Yes No comments. None Applicant:Hollman&Bologna and BNB Ventures County File:#GP#03-0007 Description:Change in Land Use Element Map for 4 ac. site from Single Family Residential—Medium Density (SM)to Single Family Residential—High Density(SH) for a 22 unit residential project.General Plan amendment application linked to another County File, SD#8939.Project did not generate 100 or more peak hour trips. Adopted:9/26/2006 Resolution#2006/392 Calendar Year:2006 4 Name:2006 Voter-Approved Urban Limit Linc Ballot Notice to at) Measure RTPCsand Location:Countywide N/A N/A N/A CCTA. N/A Applicant:County initiated County File:GP#06-0001 Description:Text and Map changes in the Land Use Element related to voter approved Urban limit Line. Project did not generate 100 or more peak hour trips. Adopted:11//2006 adopted by voters Resolution#2006/80 approved by Board to place measure on the Nov.2006 General Election Ballot Calendar Year:2006 5 Name:Gale Ranch Middle School Relocation Project Notice Location:Dougherty Valley,San Ramon area to St?CA'f. Yes N/A Yes No comments. None County File:GP#06-0003 Description:Change in Land Use Element Map and text relating to the relocation of the Gale Ranch,Middle School.General Plan`antendment application to amendment of the Dougherty Valley Specific Plan, SP#06-0001.Project did not generate 100 or more peak hr.trips. Adopted:11/4/2006 Resolution#2006/681 Calendar Year:2006 N/A—'Not applicable. No General Plan Amendments were approved during the reporting period that affected the ability to meet the standards in the Growth Manaeement Element and/or affected ability to implement Action Plan nolicies or meet Traffic Service Obiectives. ATTACHMENT B INFORMATION REQUESTED BY CHECKLIST QUESTION 1.b MEASURE C COMPLIANCE CHECKLIST:CALENDAR Years 2006&2007 General Plan Amendments Only Adversely Affect the Ability to: Meet Growth Results of Management Implement RTPC RTPC General Plan Amendments&Projects Consistent Element Action Plan Meet Reviewed Review with the General Plan Standards Policies TSOs (GPAs) (GPAs) 6 Name: Nove Property Residential Proj. Project Notice Location:Pittsburg Ave.and Richmond Parkway,North to WCCTAC. Richmond Yes N/A Yes No comments. None Applicant:Signature Properties County File:GP#04-0008 Description:Change in Land Use Element Map to re- designate a 29 acre site from Heavy Industrial(HI)and Light Industrial(Ll)to Multiple Family Residential- Medium Density(MM)as part of a 370 unit residential project.General Plan Amendment application linked to other County applications,SD#8938 and DP#05-3024. Adopted:2/13/2007 Resolution#2007/44 Calendar Year:2007 7 Name: Policies To Support Ag.Product Sales and Notice to all Processing RTPCsand Location:Countywide N/A N/A N/A CCTA. N/A Applicant:County initiated County File:GP#06-0005 Description:Text amendment to policies in Land Use and Conservation elements establishing new policies allowing and support sales and processing of agricultural products.General Plan amendment application linked to Farm Stands and Farm Markets Ord.,ZT#06-0003. Project did not generate 100 or more peak hour trips. Adopted:6/5/2007 Resolution#2007/258 Calendar Year:2007 8 Name: Laurel Ct.Estates Residential Proj. Project Notice (aka Rodeo Swim Club Site) to TRANSPAC. Location:861 Laurel Ct.Rodeo Yes N/A Yes No comments. None Applicant:New Cal Prop. r County File:GP#06-0004 Description:Change in Land Use Element Map to re- designate portion of Rodeo Swim Club from Park and Recreation(PR)to Single Fancily Residential-High Density(SH),Open Space(OS),and Park and Recreation.General Plan amendment application linked to other related applications,SD#9159 and DP#06-3085, for a 17 unit single family residential project.Project did not generated 100 or more peak hour trips. Adopted:10/9/2007 Resolution#2007/551 - J.Calendar Year:2007 9 Name:Mountain View Landing Residential Proj. Project Notice (aka Mountain View Elementary School) to TRANSPAC. Yes N/A Yes .No comments. None Applicant:Heartwood Communities Description:Change in Land Usc Element Map to re- designate 1.8 acre former school site from Public/Semi- Public(PS)to Single Family Residential-High Density (SH)as part of applications for a 13-unit single family residential project,linked to another County File, DP#07-.Project did not generate 100 or more peak hour trips. Adopted:l l/21/2007 Resolution#2007/609 Calendar Year:2007 N/A-Not applicable. No General Plan Amendments were approved during the reporting period that anecled the ability to meet the standards in the Growth Manaeement Element wid/or affected ability to imulement Action Plan policies or meet Traffic Service Obiectives. ATTACHMENT C _I (:Rey pAVIC r �]'g'j;S,1F fAI TFCIRMA-RI ICRJFSS TRANSP[1RTA TION ANi7 HCILISTN(:Af FNCY DEPARTMENT OF HOUSING )COMAZUNITY DEVELOPMENT uslNc Division of Rousing Policy Deveiopment Amo 1600 Third Soec4 swim 430 P.O.Boz 952053 Sacramuvo,CA 94252-2053 Q DEjEyO (9166)3 323-323-7176/FA);:(916)327-2643 02 APR-) Afii IIS: l March 26,2002 1 tii.Jolui Sweeten,County Administrator Contra Costa County 651 Pine Street,Eleventh Floor,North Win.- Martinez, California 94553 Dear Mr. Sweeten: RE: Review of Contra Costa County's Adopted Housing Element Thank you for submitting Contra Costa County's adopted housing element received for our review on December 31, 2001. As you are aware, this Department is required to review adopted housing elements and report our findings to the locality pursuant to Government Code Section 65585(h). Telephone conversations with Ms. Kara Douglas, Mr. Patrick Roche, and Ms. VeronJca Tata,the County's consultant,facilitated our review. Contra Costa County's adopted element adequately addresses all of the statutory requirements described in our October 19, 2001 review. Therefore, the element is in compliance with State housing element law (Article 10.6 of the Government Code). Compliance is conditioned on the County's implementation of Program 19 to rezone at least 10 acres to,M29 zoning to facilitate lower-income housing development by 2003. We understand the County is in the process of rezoning a number of parcels(amounting to approximately six acres)neat-the Pittsburg-Bay Point BART station to allow densities of 40 du/acre. This proposed re-zoning would clearly meet a portion of the need addressed in Program 19. We commend the.County for its housing programs and detailed site analysis. The County has and continues to effectively use a variety of financial and regulatory incentives to encourage lower- income housing development. Additionally,we recognize the County's successful efforts to work with non- and for-profit developers to increase the supply of housing affordable to low- and moderate-income households. '§'bile the County does not need the sites in Dougherty Valley to identify adequate sites, we recognize the commendable efforts the County has undertaken to facilitate housing development affordable to lower-income households. Through the County's negotiated development agreements, 1,377 units will be affordable to lower-income households. The County's leadership ensured that the needs of lour- and noderate-income households were addressed in this planning area. Mr.Sweeten,County Adtn.., ',trator Page 2 However as you know,when allocating housing need to the County and cities within the County, ABAG considered the agreement between the City and County and determined that any growth" associated with this planning area would be attributed to the City. The housing needs allocation was clarified in a February 22, 2000 memo from Mr. Alex Amoroso,of ABAG. The County's housing needs contact was also forwarded a copy of this memo. As a result, mots built on sites annexed to the City of San Ramon will be credited to the City. We wish you much success in implementing the County's housing and land-use programs and look fonvard to receiving the annual general plan implementation report pursuant.to Government Code Section 65400. If Nve can provide any assistance in implementing your element,please feel free to contact Paul Dirksen,of our staff,at(916)445-5307. In accordance with their requests pursuant to the Public Records Aci,we are forwarding a copy of this letter to the individuals listed below. Sincerely, Cathy Creswell Deputy Director Enclosure cc: Veronica Tam,Cotton,Bridges&Associates Mark Stivers,Senate Committee on Housing&Community Development Catherine Ysrael,Supervising Deputy Attorney General,AG's Office Terry Roberts,Governor's Office of Planning and Research Kimberley Dellinger,"California Building Industry Association Marcia Salicin,Califoniia Association of Realtors Marc Brown,California Rural Legal Assistance Foundation Rob Weiner,Califoniia Coalition for Rural Housing.,.; John Douglas,AICP, Civic Solutions Deanna Kitamura,Western Center on Law and Poverty Greg Spiegel,Western Center on Law and Poverty Mr.Sweeten,County Adin Arator Page 3 Dennis M.Barry,AICP,Director,Community Development Department Alexander Abbe,Law Firm of Richards,Watson&Gershon Ruben Duran,Law Fii`ni of Neufeld,Jaffe&Levin Dara Schur,Protection&Advocacy,Inc. David Booher,California Housing Council Monique K.Doryland,Bay Area Legal Services Gary Hambly,Building Industry Association Sue Hestor,Attorney at Law Gary Hambly,Building Industry Association Paul Campos,Hoole Builders Assoc.of Northern California Shannon Dodge,Non-Profit Housing Association of Northern California Eve Bach,.Are Ecology V illiani Litt,Bay AreaLegal Aid Y Dousing Need Production Form Organization: Contra Costa County Contact:. Kristin Sherk Title: Housing Planner Address: 2530 Arnold Drive, Suite 190 City: Martinez Zip: 94553 Email: ksher@cd.cccounty.us Phone: (925) 335-7234 Report year: 2006 Report time period: CI Calendar Year(January 1 —December 31) ❑ Fiscal Year (July I —June 30) Unit Count of Housing Produced State Identified Units Added Current Year Affordability Current Total Units Units Added In Total Units Categories RHNA Added Prior Years of .Added Current (Percent of area Allocation Unrestricted Deed Restricted Current Year RHNA Cycle RHNA Cycle median income(AMI)) -.. Very Low 1101 1 1 371 372 (up to 50%AMI) Low 642 17 17 160 177 (51 -80%AMI) Moderate 1401 5 5 72 77 (81.-120%AM]) Above Moderate 755 2402 3157 (over 120%AM[) 2292 755 3 Y� TOTAL, 5436 760 17 778 3005 3783 Number of units added determined by building permits. See reverse.for definitions of income categories included in this form. 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N L2. co 'd _ _ M m {i+ m `fl r r 000 N d� c -- y+ N LO tp 00 LO U z , o — ul % . -- LU 0 cli N N to r' i4 d *- p i �, ` OS r r 0 Z U v CC a g U .-i N a O a . CD cNa I) °N' ° �Uc 1, {J I N a o m tt!Z cu CL� Q o Z N ?0 4 N LA K7 o c (1) Zy m o E cc co => m O at o Qy % m p d CCS C JO j F0 p til CG v J F LU 'C o N Q, \ 1 Q \ YaG � o N � d a a' eL o 0 2� 2a. o�o 5 N O U c� o \ o = � i Y N G r - Contra Costa County Public Works Department LIST OF REPORTING INTERSECTIONS AND LOS RESULTS 2007 LOS Central County AM PM 1. Solano Way/Imhoff Dr/Arnold Ind Way A. A 2. Solano Way/Marsh Dr/Olivera Rd -- -- 3. Oak Road/Las Juntas Way A A 4. Oak Road/Jones Rd A A 5. Oak Road/BART.Station Entrance .. A A 6. Oak Road/Wayne Dr -- -- 7. Buskirk Ave/Wayne Dr A A 8. Newell Ave/Olympic Blvd A A 9. Tice Valley Blvd/Olympic Blvd A A Southwest County 10. Blackhawk Rd/Blackhawk Plaza Cir A A 11. Blackhawk Rd/Silver Maple A A East County 12. Port Chicago Hwy/Riverside Dr A A 13. Cypress Rd/Sellers Ave -- -- West County 14. Willow Ave/Hawthorne Dr A A 15. Parker Ave/4t".St A A 16. Parker Ave/2nd St A A 17. Pomona St/2nd Ave A A tuy GA TransEng\Traffic\LOS2007\LOS2007list.doc CCTALOS Software ver. 2.35 by TJKM Transportation Consultants Condition CCTA Intersection LOS Analysis 01/14/08 INTERSECTION 1 Solano way/Imhoff Dr/Arnold Contra Costa County Count Date 06/20/07 Time 0630-0730 Peak, Hour 0630-0730 ------------------------------------------------------------------------ CCTA METHOD RIGHT THRU LEFT ' 4-PHASE SIGNAL ---------- 3 9 19 I I I ^ <--- v ---> I Split? N LEFT 3 --- 1.0 1.1 1.1 1.0 1.1 --- 47 RIGHT STREET NAME: THRU 80 ---> 1.1 (NO. OF LANES) 1.1<--- 156 THRU Imhoff Dr/Arnold RIGHT 51 --- 1.7 1.0 2.0 1.9 1.0 --- 128 LEFT I <--- A ---> i . . V I I I v N I I I SIG WARRANTS: W + E 70 68 143 Urb=N, Rur=N S LEFT THRU RIGHT Split? Y STREET NAME: Solano Way ------------------------------------------------------------------------ ORIGINAL ADJUSTED V/C CRITICAL MOVEMENT VOLUME VOLUME= CAPACITY RATIO . V/C ------------- ----- --- -- 7 NB RIGHT (R) 143 143 1650 0.086 THRU (T) . 68 68 3300 0.0206 LEFT (L) 70 70 1650 0.0424 0.0424 -------------------------- --- SB RIGHT (R) 3 3 1650 0.0018 THRU (T) 9 9 1650 0.0055 LEFT (L) 19 19 1650 0.0115 0.0115 T + R 12 1650 0.0073 ------------------------------------------------------------------------ EB RIGHT (R) 51 0 1650 0.0000 THRU (T) 80 80 1650 0.0485 0.0485 LEFT (L) 3 3 1650 0.0018 T + R 80 1650 0.0485 ------------------ ----------------------------------------------------- WB RIGHT (R) 47 47 1650 0_.0285 THRU (T) 156 156 1650 0.0945 LEFT (L) 128 128 1650 0.0.776 0.0776 T + R 203 1650 0.1230 ----------------------------------------------------------------------- TOTAL VOLUME-TO-CAPACITY RATIO: 0.18 INTERSECTION LEVEL OF SERVICE: A ADJUSTED FOR RIGHT TURN ON RED INT=0I7SOLIM.INT,VOL=01-SOLIM.AMV,CAP= CCTALOS Software ver. 2.35 by T)KM Transportation Consultants Condition: CCTA Intersection LOS Analysis 01/14/08 INTERSECTION 1 Solano Way/Imhoff Dr/Arnold Contra Costa County Count Date 06/20/07 Time 1400-1700 Peak Hour 1430-1530 ------------------------------------------------------------------------ CCTA METHOD RIGHT THRU LEFT 4-PHASE SIGNAL ----------- 2 42 18 A 6 I I A I <--- v ---> I Split. _N LEFT 3 --- 1.0 1.1 1.1 1.0 1.1 --- 12 RIGHT STREET NAME: THRU 91 ---> 1.1 (NO. OF LANES) 1.1<--- 97. THRU Imhoff Dr/Arnold RIGHT 96 -- 1.7 1.0 2.0 1.9 1.0 --- 84 LEFT <--- A ---> v I I I V. N I I I SIG WARRANTS: W + E 54 18 110 Urb=N , Rur=N S LEFT THRU RIGHT Split? Y STREET NAME: Solano Way -----=------------------------------------------------------------------ ORIGINAL ADJUSTED V/C CRITICAL MOVEMENT VOLUME VOLUME" CAPACITY RATIO V/C ------------------------------------------------------------------------ NB RIGHT (R) ..110 110 1650 . 0.01667 THRU (T) 18 18 3300 0.0055 LEFT (L) 54 54 1650 0.0327 0.0327 --- -------------------- SB RIGHT (R) 2 2 1650 0.0012 THRU (T) 42 42 1650 0.0255 LEFT (L) 18 18 1650 0.0109 T + R 44 1650 0.0267 0.0267 ------------------------------------------------------------------------ EB RIGHT (R) 96 0 * 1650 0.0000 THRU (T) 91 91 1650 0.0552 0.0552 LEFT (L) 3 3 1650 0.0018 T + R 91 1650 0.0552 ------------------------------------------------------------------------ WB RIGHT (R) 12 12 1650 0.0073 THRU (T) 97 97 1650 0.0588 LEFT (L) 84 84 1650 0.0509 0.0509 T + R 109 1650 0.0661 -------------------------------------------- TOTAL VOLUME-TO-CAPACITY RATIO: 0.17 INTERSECTION LEVEL OF' SERVICE: A ------------------------------------------------------------------------ ADJUSTED FOR RIGHT TURN ON RED INT=01-SOLIM.INT,VOL=01-SOLIM.PMV,CAP= Contra Costa County Road Nos.: 3887H Public Works Department 3884 Traffic Turning Movement Counts LOCATION: . Solano Way C Imhoff Dr. [Arnold Industrial Way BY: J. Wu Date: Jun 20,2007' Day: Wednesday Peak Hour 6:30-7:30 Weather: clear 1 2 3 4 5, 6 7 8 9 10 11 12 TIME Southbound Westbound Northbound Eastbound TOTAL Right Thru Left Right Thru Left Right Thru Left Right Thru Left 06:00 0 06:15 0 06:30 0 06:45 1 4 11 25 39 21 54 30 22 7 17 1 232 Hour 07:00 0 1 4 15 28 36 34 - 22 12 13 14 2 181 6:30-7:30 07:15 1 0 3 4 42 40 23 8 10 15 30 0 176 Volume 07:30 1 4 1 3' 47 31 32 8 26 16' i 9 0 188 777 07:45 1 4 1 8 5'1 31 38 6 24 18 26 1 209 08:00 2 6 3 3 47 26 31 3 15 22 23. 0 181 08:15 1 5 4 3, 27 27 31 5 17 17. 26 0 163 08:30 1 5 1 2 22 31 30 6 20. 19, 12 0 149 08:45 1 9 3 5 22 ' 16 31 0 19 18 20 0 144 09:00 0 09:15 0 09:30 0 09:45 0 'eak 3 9 19 47 156 128 143 68 : 70 51 80 3 777 BY: B. Harrington Date: 'Jun 20,2007 Day: Wednesday Peak Hour 15:30-16:30 Weather: clear 1 2 3 4 5 6 7 8 9 10- 11 12 TIME Southbound Westbound 'Northbound Eastbound TOTAL Right Thru Left. Right Thru Left Right Thru Left Right Thru Left 13:45 0 14:00 0 14:15 0 9 3 1 34 24. 38 1 17 37 28 0 192 14:30 0 9 1 2 25 30 25 4 22 27 24 3 172 14:45 0 11 5 3 22 19 27 5 12 25• 27 0 156 15:00 0 4 4 5 27 30 32 3 13 15 21 1 155 15:15 0 11 5 2 22. 13 27 6 16 26 19 1 148 15:30 2 16 4 2 26 22 24 4 13' 30 24 1 168 15:45 3 64 28 2 31 39 26 2 13 33 19 2 262 Hour 16:'00 2 22 9 1 27 29 24 2 9 24 27 2 178 1530-1630 16:15 2 13 11 2 26 22 29 .2 8 31 37 3 1.66 Volume 16:30 3 13 7 4 24 32 22 3 9 30 37 0 164 810 16:45 . 0 25 8 3 13 30 20 3 6 48 45 0 201 17:00 1 13 11- 3 32 40 26 5 14 48 35 0 228 17:15 0 L117:30 0 ak 2 42 18 - 1297' 64 110 1'8 ' 54 96 91 3 61Q CCTALOS Software ver. 2.35 by TJKM Transportation Consultants ----------- - - ------------------------------------------=---=--- Condition: OCTA Intersection LOS Analysis 01/14/08 INTERSECTION - 3 Oak'Rd/Las Juntas Way Contra Costa County Count Date 06/11/07 . Time 0630-0930 Peak Hour 0730-0830 ---------------------------------------------------------- ------------- CCTA METHOD RIGHT THRU LEFT 5-PHASE SIGNAL ----------- 3 650 107 ^ I . i I ^ <--- v ---> I Split? Y LEFT 0 ---- 1.1 1.1 2.1 1.0 1.0 ---- 146 . RIGHT STREET NAME: THRU 0 ---> 1.1 (N0. OF LANES) 1.1<-- 2 THRU Las Juntas Way RIGHT 2 --- 1.0 1.0 2.1 1:7 1.1 --- 201 LEFT v I I I v N ( I I SIG WARRANTS: W'+ E 5 176 52 Urb=N, Rur=Y S LEFT THRU RIGHT Split? Y STREET NAME: Oak Rd ORIGINAL ADJUSTED V/C CRITICAL MOVEMENT VOLUME' VOLUME CAPACITY RATIO V/C -- NB RIGHT (R) 52 0 1650 0.0000 THRU (T) 176 176 3300 0.0533 0.0533 LEFT (L) 5 t 5 1650 0.0030 T + R 176 3300 0.0533 -------------------.----------------- --- -- ----- - - --- 'SB RIGHT (R) 3 3 1650 - 0.0018 THRU (T) 650 650 3300 0.1970 LEFT (L) 107 107 1650 0.0648 T + R 653 3300 0.1979 0.1979 . --------------------- - ------- --- - EB RIGHT (R) 2 0 1650 0.0000 0.0000 THRU „(T) 0 0 1650 0.0000 . LEFT (L) 0 0 1650 0.0000 T + L 0 1650 0.0000 ------------------------------------------------------------------------- WB RIGHT (R) 146 . 39 160 0.0236 THRU (T) 2 2 1650 0.0012 LEFT- (L) 201 201 1650 0.1218 T + L 203 1650 0.1230 0.1230 ,TOTAL VOLUME-TO-CAPACITY RATIO: - 0.37 INTERSECTION LEVEL OF SERVICE: A ADJUSTED FOR RIGHT TURN ON RED INT=03-OAKL3.INT,VOL=03-OAKLJ.AMV,CAP CCTALOS Software ver. 2.35 by TJKM Transportation Consultants --------- - --------------------------------------=-=-________ Condition.- OCTA-Intersection LOS Analysis 01/14/08 ----------------------.-------------------------------------------------- INTERSECTION 3 Oak' Rd/Las Juntas Way Contra Costa County Count Date 06/07/07 Time 1530-1830 Peak Hour 1700-1800 CCTA.METHOD RIGHT THRU LEFT 5-PHASE SIGNAL ----------- 1 254 37 ^ I I I ^ <--- v ---> .I "Split? Y LEFT 1 --- 1.1 1.1 2.1 1.0 1.0 -=- 239 : RIGHT STREET NAME: THRU 0 ---> 1.1 ,(N0. OF LANES) 1.1<--- 0 THRU Las Juntas Way RIGHT 2 --- 1.0 . 1.0 2.1 1.7 1.1 - 93 'LEFT I <--- A ---> I v N I I I SIG WARRANTS: W + E 15 578 180 Urb=N , Rur=Y S LEFT THRU RIGHT Split? Y STREET NAME: Oak Rd ORIGINAL ADJUSTED V/C CRITICAL MOVEMENT VOLUME,. VOLUME* CAPACITY RATIO V/C NB RIGHT (R) 180 0 1650 0..0000 THRU (T) 578 578 3300 0.1752 0.1752 LEFT (L) 15 15 1650 0..0091 T + R 578 3300 0.1752 ---- SB RIGHT (R) 1 1 1650 0.0006 THRU (T) 254 254 3300 0.0770 LEFT (L) , 37 37 1650 0.0224 T + R 255 3300 0.0773 0.0773 -----------7---- - - EB RIGHT (R) 2 0 1650 0.0000 THRU (T) 0 0 1650 0:0000 LEFT (L) 1 1 1650 0.0006 0.0006 T + L .1 1650 0.0006 ----------------------------------. WB RIGHT (R) 239 202 1650 0.1224 0.1224 THRU (T) 0 0 165.0 0.0000 LEFT (L) 93 93 1650 0.0564 T + L 93 1650 0.0564 TOTAL VOLUME-TO-CAPACITY RATIO: _ 0.38 INTERSECTION LEVEL OF SERVICE: A ADJUSTED FOR RIGHT TURN ON RED INT=03-OAKLJ.INT,VOL=03-OAKLJ.PMV,CAP= Contra Costa County Road Nos.: 4054B Public Works Department 4054F Traffic Turning Movement Counts LOCATION: Oak Rd (a) Las Juntas Way BY: B. Harrington Date: Jun 11,2007 Day: Monday Peak Hour: 7:30-8:30 Weather: clear 1 2 3 4 5 6 7 8 9 10 11 12 TIME Southbound Westbound Northbound . Eastbound TOTAL Right Thru Left Right Thru Left Right Thru Left Right Thru Left 06:15 0 06:30 0 06:45 0 33 •11 12 0 16 14 16 0 0.. 0 0 102 07:00 0 78 17 17 0 28 16 27 1 0• 0 0 184 07:15 2 85 15 16 0 23 26 " 37 0 0 0 0 204 07:30 0 95 22 27 0 46 17 ' 35 0 _ 01 0 0 242 07.45 0 147 : 23 43::1: 0:' 4T: 72 41 0: 0 0 0 :313 : Hour 08 00 0 A64::.::-:.39: 44:': 1 52::: 9; .. 37 2: 0 01 0 34$ 0730-0830 08:15 0 175 20 32 :' 1 53 1.5 53 2 0: 0 0 351: : Volume 08.301 3 1641' 25 27: :: 0'' 49 16:i 45 TI 2 0 0 332 1344 08:45 0 130 19 24 0 43 15 48 6 0, 0 1 286 09:00 1 76 12 21 0 26 19 50 3 0 0 0 208 09:15 1 70 12 16 0 34 13 38 1 0- 0 0 185 09:30 0 48 8 12 0 35 13 4.1 2 1 0 0 160 09:45 0 10:00 0 Peak 3 650 107 146 2` 2011 52 176 5 2' ,0 0 1344. Date: Jun 11,2.007 Day: Monday Peak Hour: 17:00-18:00 Weather: clear 1 2: 3 4 '5 6 7 8 9 10 11 12 TIME Southbound Westbound Northbound Eastbound TOTAL Right Thru Left Right Thru Left Right Thru Left Right Thru Left 15:15 0 15:30 0 15:45 0 62 8 18 0 21 18 97 2 0 0 0 226 16:00 1 67 4 15 0 33 16 106 4 0 0 1 247 16:15 0 72 7 20 0 44 21 105 0 0 0 0 269 16:30 0 71 4 7 0 27 26 116 9 . 0 1 0 261 16:45 0 66 12 17 0 36 33 125 1 0 0 0 290 17:00 1 67 7 37 0 30 40 132 2` 0 0 0 316 9 7:15 0 62 6 62 0 3D 49'.. 123 4; 1 0 0 337 Hour 17:30 1 68 7 56 .0.:. 201` 42 14`i 3 0 0 0 338 1700-1800 :17.45 0 64 8 54 0 22 51 155 3 0 0 1 358 Volume 18:00 " 0 60 16 67 0 21.` 38; 159 5 1 0 0 367 1400 18:15 0 64 5 47 0 22 34 140 5 0 0 1 318 18:30 0 45 12 50 0 15 41 125 2 0 0 0 290 18:45 0 19:00 0 Peak 1 254 :!" 37 239 '0 ." 93: 180 578 15 2 0 1 1400:: CCTALOS Software ver. 2.35 by TJKM Transportation Consultants Condition: CCTA Intersection LOS Analysis - 01/14/08 ------------------------------------------------- INTERSECTION 4 Oak' Rd/Jones Rd Contra Costa County Time 0630-0930 count Date 06/07/07 Peak Hour 0745-0845 CCTA METHOD RIGHT THRU LEFT 6-PHASE SIGNAL ----------- 112 333 17 ^ I I I A <--- v ---> I Split? N LEFT 95 --- . 1.0 1.0 2.0 1.0 1.0 -.-- 21 ' RIGHT STREET NAME: THRU 18 ---> 1.1 (NO. OF LANES) 1.0<--- 55 THRU Jones Rd RIGHT 55 --- 1.1 1.0 2.1 1.4 1.0 --- 112 LEFT <--- A ---> I _ v I I I v N I I I SIG WARRANTS: W + ,E 14 676 393 Urb=B, Rur=Y S LEFT THRU RIGHT Split? Y STREET NAME: Oak Rd -------------- ------A ------------------------------------------------- `L ADJUSTED V/C CRITICAL MOVEMENT VOLUME VOLUME" CAPACITY RATIO V/C ------------------------------------------------------------------------ NB RIGHT (R), 393 : 303 1650 0.1836 -. . THRU (T) 676 ' 676 3300 0.2048 LEFT (L) 14 14 1650" 0.0085 T +' R 979 3300 0.2967 0.2967 -------------------------- --- ------- - - SB RIGHT (R) 112 17 1650 0.0103 THRU (T) 333.. "" 333 3300 0.1009 0.1009 LEFT (L) 17 " 17 1650 0.0103 ----------- - -- ------------------------- - EB RIGHT (R) 55 55 1650 0.0333 THRU (T) .18 18 1650, 0.0109 LEFT (L) 95 95 1650 0.0576 T + R 73 1650 0.0442 0.0442 -------------------------------------------------------- ---------------- WB ------------------------ -- ---- WB RIGHT (R) 21 4 1650 0.0024 THRU '(T) 55, 55 1650- 0.0333 LEFT (L) 112" 112 1650 0.0679 0.0679 TOTAL VOLUME-TO-CAPACITY RATIO: 0.51 INTERSECTION LEVEL OF SERVICE: A_ ADJUSTED FOR RIGHT TURN ON RED INT=04-OAKJO.INT,VOL=04-OAKJO.AMV,CAP= CCTALOS Software ver. ;2.35 by TJKM Transportation Consultants --- ------------------------------------------------_______ Condition: CCTA Intersection LOS Analysis 01/14/08 INTERSECTION Oak Rd/Jones Rd Contra Costa County count 06/07/ Time 1515-1830 Peak Hour 1700-1800 CCTA METHOD RIGHT THRU LEFT 6-PHASE SIGNAL - 427 605 6 A <--- v ---> I Split? N LEFT 132 --- 1.0 1.0 2.0 1.0 1.0'--- 15 .RIGHT STREET NAME : THRU 12 ---> 1.1 (NO. OF LANES) 1.0<--- 91 - THRU Jones Rd RIGHT 55 --- 1.1 1.0 2.1 1.4 1.0 -- 171LEFT <--- A ---> I , v I I I v N I I I SIG WARRANTS : W + E 28 499 72 Urb=Y, Ru r=Y S. LEFT THRU RIGHT Split?,Y STREET `NAME: oak Rd ------------------------------------------------------------------------ ORIGINAL ADJUSTED V/C CRITICAL MOVEMENT VOLUME VOLUME" CAPACITY RATIO V/C ------------- ---- , NB RIGHT (R) 72 0 1650 0:0000 THRU (T) 499 499 3300 0.1512 0.1512 LEFT (L) 28 28 1650 0.0170 T .+ R 1499 3300 0.1512 -------------------------------------- --- SB RIGHT (R) 427 295 1650 0.1788 THRU (T) 605 , 605 3300' 0.1833 0.1833 LEFT (L) 6 6 1650; 0.0036 ----------------------- - -- EB. RIGHT (R) 55 55 1650. 0.0333 THRU (T) 12 • 12 1650 0.0073: LEFT (L) 132. 132 1650 0.0800 T + R 67 1650 0.0406 0.0406 ---------------------7-------------------7------------------------------ WB RIGHT (R) 15 9 1650 0.0055- THRU (T) 91 91 1650' 0.0552 LEFT (L) 171 171 1650 0.1036 0.1036 TOTAL VOLUME-TO-CAPACITY RATIO: 0.48 INTERSECTION LEVEL OF SERVICE: A . ADJUSTED FOR RIGHT TURN ON RED INT=04-OAK30.INT,VOL=04-OAKJO.PMV,CAP= Contra Costa County Road Nos.: 40546 Public Works Department 4054A Traffic Turning Movement Counts LOCATION: Oak Rd @ Jones"Rd BY: B. Harrington Date: Jun 7,2007 Day: Thursday Peak Hour 7:45-8:45 Weather: clear 1 2 3 4 5 6 7 8 9 10 11 12 TIME Southbound Westbound Northbound . ,Eastbound TOTAL Right Thru Left Right Thru Left Right Thru Left Right Thru Left 06:15 0 06:30 0 06:45 9 36 2 3 0 6 17 62 2 2'i 5 10 154 07:00 22 51 0 1 4 7 34 88 3 . 91„ 9 28 256 07:15 26 51 0 0 1 10, 57 92 5 9 7 21 279 07:30 23 63 0 5 5 , 5 41 136 5 8 0 16 .307 07:45 34 100 4 1 5 5 62 171 2 81 9 14 415 08:00 28 81 3. 5 7 20 90. 167 4 1.& 6 25 449 Hour 08,15 30 937 4 6 21 110:• y74, :- 11 . 2 zS 4.88 0745-0845 08:30 : 31 88 2 6 26 37 110 184 4 15 6 22 531 Volume 0 , 23 71 5 6 16: 84 78 151 4 16, 4 25 4 3 1901 09:00 27 60 2 4 7 12 50 133 5 10 6 25 341 09:15 25 72 4 0 10, 9 41 98 7 8 , 7 19 300 09:30 29 52 3 2 2 8 22 81 2 12 0 16 229 09:45 0 10:00 0 .-leak 1112 333. 17 21 55" 112 393 676 14 55' 18 95 9901 Date: Jaws 7,2007 Day: Thursday Peak Hour 17:00-18:00 Weather: clear 1 2 3 4 5 6 7 8 9 10 11 12 TIME Southbound Westbound Northbound EaStbound TOTAL Right Thru Left Right Thru Left Right Thru Left Right Thru Left 15:00 0 15:15 0 15:30 38 85 1 3 13, 22 26 84 4 7 4 15 302 15:45 55 102 1 6 24 28 13 109 1 5 6 17 367 16:00 45 106 2 3 15 19 15 93 5 5 7 11 326 16:15 58 105 4 4 19 40 8- 93 4 7 3 18 363 16:30 80 121 3 1 16 32 114 91 6 13 4 28 409 16:45 73 114 1 5 30 39 20 108 6 12 10 17 435 17:00 85 144 1 0 24 30 14 107 9 11 8 25 458 17:15 115 178 1 5 27 48 16 103 2 21'- 2 35 553 Hour 1.7:30 107 136 1 4 27 44 27 146 14 14 3 29 552 1700-1800 17:45 99 159 2 3 27; 42 10 125 4 1.1 3 30 515 Volume 18.00 106 132 2 3L 10 37 19 125 8 9, 4 '38 493 2113 18:15 94 143 1 2 11 26 12 109 6 15 5 33 457 18:30 67 120 0 2 11 24 19 120 2 .5 3 22 395 18:45 0 Peak 427 605 6 15 91,; 17i 72 499 28 55 12 X32 . 2,113 CCTALOS Software ver- 2.35 by TJKM TransportationConsultants Condition: OCTA Intersection LOS Analysis - - 01/14/08 INTERSECTION 5 Oak, Rd/BART Entrance Contra Costa County Count Date 06/12/07 Time 0645-0915 Peak Hour 0715-0815 CCTA METHOD' RIGHT.THRU LEFT 6-PHASE SIGNAL ----------- 13 478 191 A I I I ^ r <--- . v ---> Split? N ' LEFT 1 --` 1.1 1.1 3.1 1.0 1.7 ---- 150 RIGHT STREET NAME: THRU 0 ---> 1.1 (NO. OF LANES) 1.1<--- 9 " THRU BART Entrance RIGHT 26° --- 1.1 1.0 2.1 1.4 2.1 --.- 157 LEFT --- A ---> N SIG WARRANTS: W +�E 61 362 127 Urb=Y, Rur=Y S LEFT THRU RIGHT Split? Y STREET ,NAME': Oak Rd ------------------------------------------------------------------------ ORIGINAL ADJUSTED V/C CRITICAL MOVEMENT VOLUME VOLUME' CAPACITY RATIO V/C NB RIGHT (R) 127 37 1650 0.0224 THRU (T) 362 ; 362 3300 0.1097 LEFT (L) 61 61 1650 0.0370 T-+ R 399 3300 0.1209 0.1209 --------------------m----- ---- - - SB RIGHT (R) . . 13 13 1650 0.0079 THRU (T) 478 478 4950 0.0966 LEFT (L) 191; 191 1650 0.1158 0.1158 T + R 491 4950 0.0992 ------------------------------------------------------------------------ EB -- --- - EB RIGHT (R) 26 26 1650 0.0158 THRU (T) 0 0 1650 0.0000 LEFT (L) 1 1 1650. 0.0006 T + R 26 1650 0.0158 T +-L 1 1650 0.0006 T + R + L 27 1650 0.0164 0.0164 ----------------------------------- - - WB RIGHT (R) 150 0 1650 0.0000 THRU (T) 9 9 1650 0.0055 LEFT (L) 157 157 3000 0.0523 0.0523 T + R 9 1650 0.0055 T + L 166 3000 0.0553 T + R + L 166 3000 0.0553 TOTAL VOLUME-TO-CAPACITY RATIO: 0.31 INTERSECTION LEVEL OF SERVICE: A ADJUSTED FOR RIGHT-TURN ON RED INT=05-OAKBR.INT,VOL=05-OAKBR.AMV,CAP= CCTALOS Software ver. 2.35 by T3KM Transportation Consultants Condition: CCTA Intersection LOS Analysis 01/14/08 5 oak.--------------------- --------------_---__= INTER SDate�06/12/07 Rd/BARTimetrance 1530-1830 Peak Contra Costa County count ak Hour 1700-1800 ------------------------------------------------------------------------ CCTA METHOD RIGHT THRU LEFT 6-PHASE SIGNAL ------------ 11 546 56 _ � I I A. A <'=-- v ---> Split? N LEFT 10 --- 1.1 1.1 3.1 1.0 1.7 --- 166 RIGHT STREET NAME: THRU 0 ---> 1.1 (NO. OF LANES) 1.1<- 0 , THRU BART.Entrance RIGHT 138 --- 1.1 1.0 2.1 1.4 2.1 --- 176 LEFT N V V SIG WARRANTS: W'+ E 67 °491 122 Urb=Y, Rur=Y S LEFT THRU RIGHT Split?:Y STREET NAME: Oak Rd --------------------------=------------------------------------------------- ORIGINAL ADJUSTED V/C CRITICAL MOVEMENT VOLUME VOLUME* CAPACITY RATIO V/C - ----------------------.------------ NB RIGHT (R) 122 " 32 1650 < 0.0194 THRU (T) 491 491 3300 0.1488 LEFT (L) 67 , 67 1650 0.0406 T + R 523 3300 0.1585 0.1585 ---- -------.--------------- SB _ RIGHT (R) 11 11 1650 0.0067 THRU, (T) 546 ` 546 4950 0.1103 _ LEFT (L) 56 56 1650 ' 0.0339 T + R 557 4950 0.1125 0.1125 ------------------------------------------------------------------------ EB RIGHT (R) 138 138 1650 0.0836 THRU (T) 0' 0 1650 , 0.0000 LEFT (L) 10 10 1650 0.0061 .. T + R 138 1650 . 0.0836 T + L 10 1650 0.0061 T.+ R + L 148 1650 0.0897 0.0897 ` WS RIGHT (R) 166 0 -' 1650 0..0000 THRU (T) 0p 0 1650 0.0000 LEFT (L) . 176 176 3000 0.0587 0.0587 T + R 0 1650" 0.0000 T + L 176 3000 0.0587 T + R + L 176 3000 0.0587 ------- ------ -----__-------------------------------------------- TOTAL VOLUME-TO-CAPACITY RATIO: 0.42 INTERSECTION LEVEL OF SERVICE: A ------------------------ ADJUSTED FOR RIGHT TURN ON RED INT=05-OAKBR.INT,VOL=05-OAKBR.PMV,CAP= Contra Costa County Road Nos.: 4054E Public Warks Department BART Traffic Turning Movement Counts LOCATION: Oak Rd @ BART Entrance BY: J. Wu Date: Jun 12,2007 . Day: Tuesday Peak Hour 7:15-8:15 Weather: clear. 1 2 3 4 5 6 7 8 9 10, 11 12 TIME Southbound Westbound Northbound Eastbound TOTAL Right Thru Left Right Thru Left Right Thru Left Right Thru Left 06:1.5 0 06:30 0 06:45 0 07:00 2 54 24 10 0 26 33 35 16 5 0 0 205 07:15 3 71 30 26 01 38 41 48 15 5 0 1 278 07:3P:> 1 96 45 35 2 29 38 79 14 4 0 0 343 Hour . 07:45 ` 2 124 47 36 2 41 34 86 " 6 10 . 0 0 398 7:15-8:15 08:00 4 127 : 47 33 3 41 25 90 18 3 00, 391 Volume . 0$;15 6. 131 52 45 2 46. 3p 107 1.3 9 0 1 443 1575 08:30 6 104 37 24 3 33 25 75 114 5 2 0 328 08:45 3 84 19 21 0 31' 23 53 17 5 `' 0 0 .256. 09:00 2 105 8 11 2 19 17 58 12 6 0 1 241 09:15 3 88 8 14 0 16 10 51 16 3 ' 0 0 209 09:30 0 09:45 0 10:00 0 'eak 13 478 191 150 9 157 -127 —362 61 26; 0 f 7578 BY: B. Harrington Date: Jun 12,2007 Day: Tuesday Peak Hour 17:00-18:00 Weather: clear 1 2 3 4 5 .' 6 7 8 9 10" 11 12 TIME southbound Westbound Northbound ;Eastbound TOTAL Right Thru Left Right Thru' Left Right Thru Left Right Thru Left 15:15 0 15:30 0 15:45 3 108 .13 15 1 23 12 68 17 12. 0 2 274 16:00 1 107 14 29 0- 17 23 71 15 24 0 1 302 16:15 1 115 12 34 0 ' 17 21 86 14 23 0 2 325 16:30 3 1.24 13 36 0 24 26 97 7 13 1 0 344 16:45 4 138 14 45 0 25 18 102 13 27 0 5 391 17:00 4 127 16 27 0, 14 19 114 14 24. 1 3 363 17:15 4 123 13 39 0 34 36 142 15 44 0 0 4.50. Hour 17:30 3 144 10 46 0 43 26 125 18 35 0 0 450 17:00-18:00 17A5 : 0 140 19 43 0 49 30 106 15 25, 0 4 431 Volume 18:00 4 139 14 38 .0 ; 50' 30 118 19 34 0 6 452 1783 18:15 0 127 14 46 1 'i 38 34 88 9 26, 1 3 387 18:30 1 117 17 42 0 46 21 69 7 22 0 1 343 18:45 0 19:00 0 Peak 1f 546 56 166 6 16 122 48f., 67. i38 0 10 7:783 CCTALOS Software ver. :2.35LLby TJKM Transportation Consultants Condition: OCTA Intersection LOS Analysis , 01/14/08 INTERSECTION 7 Buskirk Ave/Wayne Dr Contra Costa Count Count pate 06/14/07 Time 0645-0945 ; Peak Hour 0730-0830 CTA METHOD RIGHT THRU LEFT 3-PHASE SIGNAL ------.-.---- 0 . 0 0 A I I I A . -- v ---> I Split? ,N LEFT 0 --- 0.0 1,0.0 0.0 0.0 1.0',--- 13 , RIGHT STREET NAME: THRU 0' ---> 0.0 (NO. OF LANES) 0.0<--- 0. THRU Wayne Dr RIGHT 0 --'- 0.0 0.0 2.0 1.9 0.0 --- 0 LEFT v. I L I v N ! ! ! SIG WARRANTS: W + E 0 923 200 Urb=N, Rur=N S LEFT THRU RIGHT Split?''N STREETINAME: Buskirk Ave -------------------- ------------------------------------------------------------------------ ORIGINAL ADJUSTED V/C CRITICAL MOVEMENT VOLUME VOLUME" CAPACITY RATIO V/C NB RIGHT (R) 200 2.00 1720 0.1163 THRU (T) 923: 923 3440 0.2683 0.2683 - -- - ------- ---- -- --- ----- ----------- --13 1720 0.0076 0.0076 WB RIGHT (R) 13 TOTAL VOLUME-TO-CAPACITY RATIO: 0.28 INTERSECTION LEVEL OF SERVICE: A ADJUSTED FOR RIGHTTURN ON RED INT=07-BUSWN.INT,VOL=07-BUSWN.AMV,CAP= CCTALOS Software ver.. 2.35 by TJKM Transportation Consultants ----------------------------------------------------------------------- condition: OCTA intersection LOS Analysis 01/14/08 ------------------------------------------------------------------------ ---------------------------------------------------------------------- INTERSECTION 7 Buskirk Ave/Wayne Dr Contra Costa County Count Date 06/14/07 Time 1515-1830 Peak Hour 1630-1730 --------------------------------------------------- -------------------- CCTA METHOD RIGHT THRU LEFT 3-PHASE SIGNAL ----------- 0 0 0 I I I < - v ---> I Split? N LEFT 0 --- 0.0 0.0 0.0 0.0 1.0 --- 126 RIGHT STREET NAME: THRU 0 ---> 0.0 (NO. OF LANES) 0.0<--- 0 THRU Wayne Dr RIGHT 0 --- 0.0 0.0 . 2.0 1.9 0.0 --- 0 LEFT <--- A ---> I v I I I v N I I I SIG WARRANTS: W + E 0 1363 251 Urb=Y, Rur=Y S LEFT THRU RIGHT Split? N STREET NAME: Buskirk Ave ------------------------------------------------------------------------- ORIGINAL ADJUSTED V/C CRITICAL MOVEMENT VOLUME VOLUME* CAPACITY RATIO V/C ------------------------------------------------------------------------ NB RIGHT. (R) 251 251 1720 0.1459 THRU (T) 1363 1363 3440 0.3962 0.3962 ------------------------------------------------------------------------ WB RIGHT (R) 126 126 1720 0.0733 0:0733 ------------------------------------------------------------------------ ------------------------------------------------------------------------ TOTAL VOLUME-TO-CAPACITY RATIO: 0.47 INTERSECTION LEVEL OF SERVICE: A ADJUSTED FOR RIGHT TURN ON RED INT=07-BUSWN.INT,VOL=07-BUSWN.PMV,CAP= Contra Costa County Road Nos.: 4051 Public Works Department 4057AK . Traffic Turning Movement Counts LOCATION: Buskirk Ave. @ Wayne Dr. BY: J. Wu Date: Jun 14,2007 Day: Thursday Peak Hour 7:30-8:30 Weather: clear 1 2 3 4 . 5 6 7 8 9 10 11 12 TIME :southbound Westbound Northbound Eastbound TOTAL u , ThruRightgt Q 06:30 � �ti l:tip iFy: 6 M1�06:45 d �+ '114y 0 ta207:00 25 165 191 07:15 "�i�i 2 31 171 "�a�'-�ro�'�h'4*t"��fv°�t��3�tx�YY��,��Yta�.{�'.Y ~,�+��M1�1��yai.T}tx�y?f1✓%a'�e��1�a?. , 204 07:30 4 51 203 258 e s t �i � G�G Hour 07:454 43 /�(py 0000 ,s;, �,��ti'�rx�a,�r,`u �a,�+.;r,��c`�k�✓„r:u��ta��„*��s,4s;` �S1��'p�F��Yh�n t��',��,�r`��7�AY��+YihR"i rtk ��1ti.+ �;i5��h�4�.��t,'�{,�Y��T�Ya��' titaiN t, 31�1 7:30-8:3 0 0845 1 50 23fiaME, Volume p 53 209 y. I�64 y�` 1�] 1 34 08:45 2 38 205 g t� 245 09:00 5 49 248 362 r, 5r�' S tx�` titin *x!"' s`�`��i! l �'+�zr{��.Ks ''1d+1 51 21t ` ,wl 7 1�i2k �'iii�- �' xit'„i�+ r,”" . 09:15 r:; t }I� 3 � ,, ti ,� � h 264 `" ��Y��'�'F�✓ e �,'�t7��iri ysu lw� Sn,a 1N'C, 09:30 � � �' � � �.�� r�u 2 ��,��a� ��, � 26 226 5 �.°f�, rotijt� �19�Y �G<� h x✓s � ��1�. 09:45 6 40 251 �a n1�yCr ern �'✓tt��Xx,>+��',w��`,��2``t:�1y1.��i1{v�ai t3 297 ., 10:00 0 10:15 "�+�r�c\ rLs s htywt. tiWzx� hztv5sP "ertj " ff. 0 peak 0 0 0 13 0 D 200 923 0 0 0 0 234. BY: B. Harrington Date: Jun 14,2007 Day: Thursday Peak Hour 16:30-17:30 Weather: clear 1 2 3 4 5 6 7 8 9 10 11 12 TIME Southbound Westbound Northbound Eastbound TOTAL Right �t>, �}11Ydk�)��::.5,�4r„,: Right Thru i � f Y ,� � y C.�' �( dP +�✓74 r 215:00 s 0 hJ' l «�G�.k 15:15 r �i i e� y~ � rUi r'IIx Av ria r 'r „k t� �ti w 0 Rt°h n 20 315 y' r 434715:30 12 1 Cpu:4J� a r�✓x�h'r r d4-i.Yfhntr i FrSj 1 tc8:r��,t-��t I4,�it ri12.d'itsx tJkttt��sF''bn>�t y zYZ(i2y•l,h'i q n Lelk„,j^�is35f�}tH3”`+3�{�-. l��r�Jt i,✓n�"^i;�'.�.s7��w d�,:'i��mtf�a`"^rir^#'�.k'ey;�E{4x�w�',�'ls.0��a��.,s:zr pr��kchr`ax��e`^rzYrt�Yd,Y ti 9'f'�tx�'ci5 k sc�fic skp3 y 1t7�t rv��S�+';,y��Y 'rtt�a�bst7 sifCw�Pf�ivr`�?t,�✓hz ��Y n,�r„�.Yt�nrs.✓A te vfit,xd�.x'.i�twi�l��t�.�vrvuxY''vt ✓4"� t �1PYrw t. 36515:45 19 15 331 16:66 24 334 367 16:15 30 21 312 363 16:30 1515 339 �I141 369 , 23 Hou” r7 og 17:15 s aF��d I�t�a�"F ss"t y`1 3 nyH✓r��,rrf+h✓t sc»Ut`ah t n��k t vi 30 #ti�`i�i=,)�17prixwn17 00 25 18 366 A 2tx 44.. 4Q 49 1f30 -11 :3 0 VolumeR 7 t ; 3 463 17447:30 87 34 1 Ua42417:45 36 74 314 "AJvs`is�L.' ✓�i td k 4 �'�4 3�§ k-;4 5J a ✓�r ��J '.v a � �'1b� 7'`'; ( ih ri4�i r✓i h 4�3 � S- 36 32718:00 30 tr7 m 93 42918:15 26 40 363 - + a 18:30 , Tiy t E 10 ir f 35 338 '. 383 18:45 ', T,i w ,! vg', k 4 �°t;,.Mi �,r m „a &„tt,'; z i b r,a �>.n�. �,�a4: 0 281 1383 0 0 0 D: 1744 CCTALOS Software ver. 2.35 by TJKM Transportation Consultants Condition: CCTA Intersection LOS Analysis 01/14/08 ------------------------------------------------------------------------ INTERSECTION 8 Newell Ave/Olympic Blvd Contra Costa County Count Date 07/27/07 Time 1445-1800 Peak Hour 1500-1600 ------------------------------------------------------------------------ CCTA METHOD RIGHT THRU LEFT 2-PHASE SIGNAL ----------- 0 . 0 0 A I I I A <--- V ---> I Split? N LEFT 0 ---- 0.0 0.0 0.0 0.0 0.0 --- 0 RIGHT STREET 'NAME: THRU 891 ---> 2.0 (NO. OF LANES) 2.0<--- 788 THRU Olympic Blvd RIGHT 0 --- 0.0 1.1 0.0 1.1 0.0 --- 0 LEFT <--- A ---> V I I I v N I I I SIG WARRANTS: W + E - 172 0 58 Urb=Y, Rur=Y S LEFT THRU RIGHT Split? N STREET NAME: Newell Ave ------------------------------------------------------------------------ ORIGINAL ADJUSTED V/C CRITICAL MOVEMENT VOLUME VOLUME CAPACITY RATIO V/C ------------------------------------------------------------------------ NB RIGHT (R) 58 58 1800. 0.0322 LEFT (L) 172 172 1800 0.0956 . T + R + L 230 1800 0.1278 0.1278 ------------------------------------------------------------------------- EB THRU (T) 891 891 3600 0.2475 0.2475 ------------------------------------------------------------------------ WB THRU (T) 788 788 3600 0.2189 ------------------------------------------------------------------------ ----------------------------------------------------------------------- TOTAL VOLUME-TO-CAPACITY RATIO: 0.38, INTERSECTION LEVEL OF SERVICE: A ADJUSTED FOR RIGHT TURN ON RED INT=08-NEWOL.INT,VOL=08-NEWOL.PMV,CAP= CCTALOS Software ver. 2.35 by TJKM Transportation Consultants --------------------------------------------------------------------___ Condition: OCTA Intersection LOS Analysis 01/14/08 INTERSECTION 8 NewellAve/Olympic Blvd Contra Costa County Count Date 06/27/07 Time 0700-0945 , Peak Hour 0845-0945 ------------------------------------------------------------------------- CCTA METHOD RIGHT THRU LEFT 2-PHASE SIGNAL ----------- 0 0 0 A <--- v ---> I Split? N LEFT 0 --- 0..0 0.0 0.0 0.0 0.0 --- 0 ' RIGHT STREET NAME: THRU. 580 ---> 2.0 (NO. OF LANES) 2.0<--- 687 ' THRU OlympiC. Blvd RIGHT 0 --- 0.0 1.1 -0.0 : 1.1 . 0.0 --- 0 LEFT <--- A ---> I : v I I I w N I I I SIG WARRANTS: W + E 63 0 78 -;Urb=N, Rur=Y 5 LEFT THRU RIGHT Split?. N STREET NAME: Newell .Ave ORIGINAL ADJUSTED V/C CRITICAL MOVEMENT VOLUME VOLUME= CAPACITY RATIO V/C ----------------------------------------------------------- ------------ - NB RIGHT (R) 78 78 1800 0:0433 . LEFT (L) 63 63 1800 0..0350 T + R + L 141 1800 0.0783 0.0783 ------------------------. --- EB THRU (T) 580 580 3600 0.1611 ------------------------------------- WB THRU (T) 687j 687 3600 0.1908 0.1908 -=__-------------------------------------------------- TOTAL VOLUME-TO-CAPACITY RATIO: 0.27 INTERSECTION LEVEL OF SERVICE: A -- -------------------- --- ADJUSTED FOR RIGHT TURN ON RED INT=08-NEWOL.INT,VOL=08-NEWOL.AMV,CAP= Contra Costa County Road Nos.: 3441 Public Works Department 3844A Traffic Turning Movement Counts LOCATION: Olympic Blvd @ Newell Ave BY: B. Harrington Date: Jun 27,2007 Day: Wednesday Peak Hour 8:45-9:45 Weather: clear 1 2 3 4 5 6 7 8 9 10 11 12 TIME Southbound Westbound Northbound Eastbound: TOTAL ThrRight Ffyv'Thr-r.•,ee Left F^ . Thruet,v 06:45 b R$!, tvt tatk �n rt3 tL Ts 4 altrr 5' ka i L+rr�y. t c 5s RS��4�y yj7t{t X+l�x±l t v,„r ui^ �+A�",d71y4,xxc�b+��sti,G 14 kc i `z qf +r�.Wll"�y`k.n •u x rE`°l anr-t ,*, rctg 4rg,,gt07:00 ` : 41 0g 07:15 125 14 10ifr0`4 �Cgo 24 0 r 07:30t92 �F'r��s§te�•`� 15 1 � 17 • �+ � 226 07.45 $ x �A r" n�� x 3 ra trig + 4r� .N ut�hty...cr,'�rYt 'e 'tcyl�,i�r,Y�, +'. 152' ;' !�' '` 18 ; ; � ,�t.. 14 {r�� ,:} 109 , ^�-} 13 295 k x �+ 'y,W ar t, + r+:"r tF w +rpt rmt��. �r}tit tutiyi :1 56 far t._'h 391 0p8:00 �, �yF t atilt Y 19 w#�{ , 1 r 17 t µ Ear Y 08:15 kY�Xz X z t�k$ � �yCtyA �k g k' " a1Y t�F za3� 150 t t r. aR �n 173 17 I i xry ` 19 �� 150 `'359 1t , ,ka 4 ti i3aa ?rix, t00Fl 8*s:50300''' �1�9F�.�,>t,�t i3,":2�,�s1�t,m<,.�'vF�ti�+rYk},r',rr,`s'Y t�4F.��;i>'f.�7 tia�a,.�4rGc�,jck}tel rUyr9S r r�,'��uta r7K'cta`��1`,!f1131Xri i�,36 s�a/2Y��rv�`�{1`"y�''�r74�u'��"+"�Gk>;1�4>t��Y`�tyn?•ty.N�,x,¢r�i,t s��A' 163 24 3103 5,sys ',•, . ,434696 08:45 k 176 395173 13 33 Hour'� 1 { . � +.1 t 17il 7 0845-09 45 r260915 X76 Volume r�� rr�'r ; 1. y + "� r a, i� fH 4 INS 165 s• ;� t a A 219 p}R ,yew r p �'"3 Lxiz ,.� 0 �Sc^�^Ykyy i t kY "'"r' 41 5 ®651 rv'4F�'X"'}1�"' `t IF�w4' `7{c 0 10:00 <'`tiZ�J, d t k' �z , (,; bv'•':9. rt ''i y`r` y1X' rl �u�} t} kt+3 ty✓tra, y6 � �iSr'�"11 ��: 10.1501 } to ,�71 � � .� 0 - rZrttTi�1� a tt, sn � ua � -n.i u t RCs+N'anrl f"�,. 4ts,, pae`�`yrs..r h��y�.�y ak j�7¢,n"i`q yi +Y rltyf�a�}rti 0 10: 0 0 0 108... 0 769 .0: f.;S51 BY: J.Wu Date: Jun 27,2007 Day:-Wednesday Peak Hour 15:00-16:00 Weather: clear 1 2 3 4 5 6 7 8 9 10 11 12 TIME Southbound Westbound Northbound Eastbound TOTAL � ightn3rU?,, ; ±.t: lgl?t C Thru 'n RightrLeft Thrua � f v . 14:45 dsq � r F� ��r rfa a 9 h a sd A� htfi d v l�et }ry �'a3a7rr4k4 ' rFfl1 ,t + 4r':50 d 2aAy 13 ,N 189 46, s 015:00 y. 39 i Y 48 247962 Hour15:15s204 1500-16 0 0 In 0 30 �� 41 12 Volume ` 1909� 16:15 195 12 49 98 454A 16:30 179 13 37 211 440 ; 44 465178 15 16:45 228 17:00 4 rm X�E{fiN �'vAYv� , a ,, tc kx � .r a,< w rrr„h It rrS` ,< ,� 168 26 ,''» 28 229 451 �f}#py+v^I�s<1�i t,+}{i�`{;t�'lS4:7rr.a-l nr,ktrHs��rti sYIitf;{;''I#.r+�`$3�Nt#9�Yy ftY I;WIaa C�'}df''w4M'kz�'.'`,,s�l'4 Ij tFt-`.'%,i knuf{,N��'S`uSnft,r5+,,J tafx�{�tbdy�wl u X4!ti✓hY'}vi9.r),@i(ySt+•"', 24317:15 �'l ; 9d 4$ 8� +g195� 53 471 198 17:30 24 a � } 1 �20317:45 38 -X 177 295, 18:00 21 32 'r 140 376183 � 18:15stNO-y 0} Y 01$;30 Peak DVf. 788 D 58' D i l2 b . . B9i 0 4060 CCTALOS Software ver. 2.35 by TJKM Transportation Consultants . Condition: CCTA Intersection LOS Analysis -01/14/08 INTERSECTION 9 Tice Valley Blvd/Olympic Blvd Contra Costa County Count Date 06/18/07 Time 0700-1000 Peak Hour 0900-1000 ---------------------- ------------------------------------------------- CCTA METHOD RIGHT THRU LEFT 8-PHASE SIGNAL 21 76 48 I I I I' I I <--- V ---> I Split? N LEFT 27 --- 1.0 1.8 1.0 1.0 1.4 --- 71 RIGHT STREET NAME: THRU 181 ---> 2.0 (NO. OF LANES) 1.1<--- 133 THRU Olympic Blvd, RIGHT 268 --- 1.9 1.0 1.0 1.0 2.0 --- 466 LEFT <--- A ---> V I N L I I SIG WARRANTS: W + E 277 74 508 Urb=Y, Rur=Y S LEFT THRU RIGHT Split? N STREET NAME: Tice Valley Blvd --------- — -------------------------------------------------- ORIGINAL . ADJUSTED V/C CRITICAL MOVEMENT VOLUME, VOLUME CAPACITY RATIO V/C --- --------------------------- - NB RIGHT (R) 508 252 1650 0.1527 THRU (T) 74 74 1650 0.0448 LEFT (L) 277 277 1650 0.1679 0.1679 ------------------------------------------------------------------------ SB RIGHT (R) 21 ' 0 = 1650 0.0000 THRU (T) 76 76 1650 0.0461 0.0461 LEFT (L) 48 48 1650 0.0291 ------------------------------------------------------------------------ EB RIGHT (R) 268 268 1650 0.1624 . THRU (T) 181 181 3300 0.0548 0.0548 LEFT (L) 27 27 1650 0.0164 ------------------------------------------------------------------------ WB RIGHT (R) 71 0 1650 0.0000 THRU (T) 133 133 1650 0.0806 LEFT (L) 466 466 3000 0.1553 0.1553 T + R 133 1650 0.0806 ----------- ------------------------------------------------------------ TOTAL VOLUME-TO-CAPACITY RATIO: 0.42 INTERSECTION LEVEL OF SERVICE: A ADJUSTED FOR RIGHT TURN ON RED INT=09-TICOL.INT,VOL=09-TICOL.AMV,CAP= CCTALOS Software ver. 2.3`5 by T3KM Transportation Consultants ------------------------- Condition: CCTA Intersection LOS Analysis - 01/14/08 INTERSECTION 9 Tice valley Blvd/Olympic Blvd Contra CostaCounty Count Date 07/18/07 Time 1500-1745 ` Peak Hour 1500-1600 CCTA .METHOD RIGHT THRU LEFT 8-PHASE SIGNAL ----------- 29 85 - 70 I. I I A c-- v ---> I Split? N LEFT 41 --- 1.0 1.8 1.0 1.0 1.4 - 127 RIGHT STREET NAME: THRU 196 ---> 2.0 (NO. OF LANES) 1.1<--- .. 254 . THRU Olympic Blvd RIGHT 288 --- 1.9 1.0 1.0 1.0 2.0 --- 553 LEFT v I I I v N I I I SIG WARRANTS: W + E 278 72 542 Urb=Y, Rur=Y S LEFT THRU RIGHT Split? N STREET NAME: Tice valley.Blvd ORIGINAL ADJUSTED V/C CRITICAL MOVEMENT VOLUME' I VOLUME* CAPACITY RATIO V/C ---- ----- --------- NB RIGHT (R) 542 . 238 1650 0.1442 THRU (T) 72 72 1650 0.0436 LEFT (L) 278 278 1650 0:1685 0.1685 - - SB RIGHT (R) 29 0 1650 ' 0.0000 THRU (T) 85 85 1650. 0.0515 0_ .0515 LEFT (L) 70 70 1650' 0.0424 ------------ ------------- -- EB RIGHT (R) 288 288 1650 0.1745 THRU (T) 196 ` 196 3300 0.0594 0.0594 LEFT (L) 41 41 1650 0.0248 ----------- ------------ - WB RIGHT' (R) 127 37 1650 0.0224 THRU (T) 254 254 1650 0.1539 LEFT (L) 553 553 3000 0.1843 0.1843 T + R 291 1650 0.1764 ------------------------------------------------------------------------ TOTAL VOLUME-TO-CAPACITY RATIO: 0.46 INTERSECTION LEVEL OF SERVICE: A ADJUSTED FOR RIGHT "TURN ON RED INT=09-TICOL.INT,VOL=09-TICOL.PMV,CAP= Contra Costa County Road Nos.: 3441 Public Works Department 3851 C Traffic Turning Movement Counts LOCATION: Olympic Blvd C Tice Valley Blvd BY: B. Harrington Date: Jun 18,2007 Day: Monday Peak Hour 9:00-10:00 Weather: clear 1 2 3 4 5 6 7 8 9 10 11 12 TIME Southbound Westbound Northbound Eastbound TOTAL Right Thru Left Right Thrw Left Right Thru Left Right Thru Left 06:45 0 07:00 0 07:15 8 13 9 11 48 77 59 3 23 28 , 14 7 300 07:30 2 9 10 101 41 77 53 9 32 53 21 1 318 07:45 5 7 10 11 40 90 55 5 53 53 38 2 369 08:00 5 14 16 26 51 " 133 69 8 31 60 48 2 463 08:15 9 10 9 1$ 47 107 73 7 27 68 51 7 433 08:30 6 11 . 18 20 66 136 79 15 44 43 46 1 485 08:45 8 23 15 20 44 111 86 10 53 76. 55 2 503 09:00 4 9 18 17 56 153 97 19 55 56 46 14 544 09.15 5 20 12 29 37 101 96, 1.3 79 56 45 10 505 Hour 09:30 4 24 12 . 6 32 92 134 19 67 56' 47 51 498 09:00-10:00 7 20 12 20 29 129 117 20 68 " 67 47 6 542 Volume 10:00 5 12 12 16 35 144 159 22 63 89 42 6 605 2150 10:15 0 10:30 0 Peak 21 76 48 71 13,3! 466. 508 74 277 268 181 27 2150 BY: J. Wu- Date: Jun '18, 2007 Day: Monday Peak Hour 15:00-16:00 Weather: clear 1 2 3 4 , 5 6 7 8 9 10 , 11 12 TIME Southbound Westbound Northbound Eastbound TOTAL Right Thru Left Right Thru Left Right Thru Left Right Thru Left 14:45 0 15:00 0 15:15 8 24 15 26 72. 140 1.30 15 67 62 50 17 626 Hour 15:30 9 27 19 29 63 125 142 13 74 76 54 7 ,,638 15:00.16:00 i 5:45 5 15 21 25 53 128 i 49` 22 72 76 4$ 5 626 Volume 16000 ' 7 19 15 47 60. 160 121 22 65 74 44 12 646 2535 16:15 6 22 18 16 66 " 130 146 28 81 47`' 44 7 611 16:30 2 20 15 23 61 114 127 17 85 64 44 9 581 16:45 11 35 16 .25 72' 101 162 20 . 107 65 51 8 673 17:00 8 19 16 20 81 120 122 16 73 77^ 60 7 619 17:15 2 25 22 26 87 91 140 16 78 69 54 3 613 17:30 5 23 25 31 80 101 108 18. 67 65 47 9 579 17:45 4 26 13" 26 61 93 97 23 67 39 39 7 495 18:00 0 18:15 0 18:30 0 Freak 29 85 70 127 254 553 ' 542 `72 " 2 8 288 i 96 4:1 253a CCTALOS Software ver. 2.35 by T3KM Transportation Consultants . -----------------------------------------------------------------______ Condition: OCTA Intersection LOS Analysis 01/14/08 ------=----------------------------------------------------------------- INTERSECTION 10 Blackhawk Rd/Blackhawk Plaza Contra Costa County Count Date 06/13/07 Time 0645-0930 Peak Hour 0730-0830 ----------- ------------------------------------------------------------- CCTA METHOD RIGHT THRU LEFT 4-PHASE SIGNAL ----------- 6 814 30 A I I I A J <--- v ---> J Split? N LEFT 2 --- 1.1 1.0 2.0 1.0 1.0 --- 32 RIGHT STREET NAME: . THRU 1.---> 1.1 (NO. OF LANES) 1.1<--- 0 THRU Blackhawk Plaza RIGHT 7 --- 1.4 1.0 2.0 1.8 1.1 --- 43 LEFT I <--- A ---> I . v I I I v N I I I SIG WARRANTS: W + E 47 536 108 Urb=N, Rur=N S LEFT THRU RIGHT Split.? 'N STREET NAME: Blackhawk Rd ORIGINAL ADJUSTED V/C CRITICAL MOVEMENT VOLUME VOLUME= CAPACITY RATIO V/C ------------------------------------------------------------------------ NB RIGHT (R) 108 0 1650 0.-0000 THRU (T) 536 536 3300 0.1624 LEFT (L) 47 47 1650 0.0285 0:0285 . ---------------------------------------------------=-------------------- SB RIGHT (R) 6 4 1650 0.0024 THRU (T) 814 814 3300 0.2467 0.2467 LEFT (L) 30 30 1650 0.0182 ------------------------------------------------------------------------ EB RIGHT (R) 7 0 1650 0.0000 •THRU (T) 11 1 1650 0.0006 LEFT (L) 2 2 1650 0..0012 T + R 1 1650 0.0006 T + L 3 1650 0.0018 0.0018 T + R + L 3 1650 0.0018 ----------------------=------------------------------------------------- WB RIGHT (R) 32 2 1650 0.0012 THRU (T) 0 0 1650 MON LEFT (L) 43 43 1650 0.0261 0.0261 T + L 43 1650 0.0261 TOTAL VOLUME-TO-CAPACITY RATIO: 0.30 INTERSECTION LEVEL OF SERVICE: A ------------------------------- ADJUSTED FOR RIGHT TURN ON RED INT=10-BLKPL.INT,VOL=10-BLKPL.AMV,CAP= CCTALOS Software ver. .2,35 by TJKM Transportation Consultants -- -----------------------------------------------------------------_-- condition: OCTA Intersection LOS Analysis 01/14/08 INTERSECTION .10 Blackhawk Rd/Blackhawk Plaza Contra Costa County Count Date 07/12/05 Time 1515-1815 Peak Hour 1645-1745 CCTA METHOD RIGHT THRU LEFT 4-PHASE SIGNAL ---------- 1 509 40 i A I I I A <--- v ---> I Split? N LEFT 14 --- 1.1 1.0 2.0 1.0 1.0 --- 52 RIGHT STREET NAME: THRU 0 ---> 1.1 (NO., OF LANES) 1..1<=7- 0 THRU Blackhawk Plaza RIGHT 47 --- 1.4 1.0 2.0 1.8 1.1 -- 177 LEFT <-- A --->- I v I I I v . N I I I SIG WARRANTS W + E 7 712 150 Urb=Y, Ru r=Y S LEFT THRU RIGHT Split? N STREET NAME: Blackhawk Rd - ----------------------- -ORIGINAL- ADJUSTED V/C CRITICAL MOVEMENT VOLUME` VOLUME" CAPACITY RATIO V/C -------------------------------- NS RIGHT (R) 150 0 1650. 0.0000 THRU (T) 712 712 -3300 0..2158 0:2158 LEFT (L) 7 7 1650 0.0042 --- ---------------,,--------------- --- - -- -- SB RIGHT (R) 1 0 1650 0.0000 THRU (T) 509 509 3300 0.1542 LEFT (L) 40 40 1650 0.0242 .0.0242 ------------------------------ -- ^ EB RIGHT (R) 47 0 1650 0.0000 THRU (T) 0 0 1650.. 0.0000 LEFT (L) 14 14 1650 0.0085 0.0085 T + R 0 1650 0.0000 T + L 14 1650 0.0085 T + R + L 14 1650 0.0085 --------------------------------------- -------------------------------- WB -------------------------- - WB RIGHT. (R) 52 12 1650 . 0.0073 THRU (T) 0 0 1650 0.0000 LEFT (L) 177 177 1650 0:1073 .. T + L 177 1650 0.1073 0.1073 -----TOTAL VOLUME-TO-CAPACITY--------------- ----- --------------------- -----__--___________ - - RATIO: -- - 0.36 INTERSECTION LEVEL OF SERVICE: A AD3USTED FOR RIGHT TURN ON RED INT=10-BLKPL.INT,VOL=10-BLKPL.PMV,CAP= Contra Costa County Road Nos.: 4331® Public Works Department Private Traffic Turning Movement Counts LOCATION: B@ackhaWk Fid. @ BlaCkhawk Plaza Cir. BY: J. WU Date: Jun '13,2007 Day: Wednesday Peak Hour 7:30-8:30 Weather: clear 1 2 3 4 5 6 7 8 9 10 11 12 TIME Southbound Westbound Northbound Eastbound TOTAL Right Thru Left Right Thru :Left Right Thru Left Right` Thru Left <- 06:15 p ,U 06:30 0 06:45 0 07:00 0 . 85 5 6 0 13 12 45 9 0 0 0 175 07:15 0 106 8 10 0 14 12 76 7 1 0 0 234 07:30 0 124 10 3 0 10 15 88 6 0 0 0 256 07:45 2 169 3 5 0 10 19 161 5. 0 0 0 87 Hour 08:00 1 226 9 13 0 9 26 186 15 1 0 0 486 7:30-8:30 0815 0 240 7 6 0 8 22 99 17 2 1 2 404 ' Volume 08:30',,. 3 179 11 8 0: 16, ,,, 41:._ 0 1.0 4 0 0 362 1626 08:45 1 184 7 3 0 8 49 95 '16 1 0 1 365 09:00 4 171 16 7 0 1 i 46 104 15 2 2 0 378 09:15 2 .139 15 6 0 19 45 108 19 3 1 0 357 09:30 4 109 13- 7 0 23 39 102 10 3 2 0 312 09:45 0 10:00 0 -leak 6 814 30 -32. 0 43 108 536 47 7 1 2. 1628 Date: Jun 13,2007 Day: Wednesday Peak Hour 16:45.- 17:45 Weather: clear 1 2 3 4 5 6 7 8 9 10 11 12 TIME ;southbound Westbound Northbound Eastbound TOTAL Right. Thru Left Right Thru Left Right Thru Left Right Thru Left 16:00 0 16:15 0 16:30 1 114 10 16 1 43 54 171 3 2 5 1 421 16:45 1 130 13 13 1 34 42 144 2 8 3 1 392 17100 1 102 12 7 0 47 29 165 1 16 0 6 386 Hour 17:15 0 132 13 13 0 50 32 1.54 2 7 C) 4 407 16:45-17:45 17:30 0 156 12 11 0 37 51 169 4 18. 0 1 459 Volume 17:45 0 119 3 21 0 43 38 224 0 6 0 3 457 1709 18:00 0 104 7 13 0 31 29 164 4 7 0 1 360 18:15 1 112 9 13 0 ' 38 29 145 2 4 1 1 355 18:30 0 94 7 13 1 41 23 147 2 5 .0 0 333 18:45. 0 91 8 11. 1 21 19 140 0 1 0 1 293 19:00 0 85 9. 8 0 23 27 155 1 4 0 1 313 19:15 0 19:30 0 19:45 0 Peak f 509 40 52 0 177 150 712 7 47 0 14 77(19 CCTALOS Software ver. 2.35 by T]KM Transportation Consultants ---------- 7--------- Condition: CCTA Intersection LOS Analysis 01/14/08 INTERSECTION 11 Blackhawk Rd/Silver Maple Dr Contra Costa County count-Date 06/19/07 Time 0630-0930 Peak Hour 0800-0900 ------------------------------------------------------------------------ CCTA METHOD RIGHT THRU LEFT 6-PHASE SIGNAL ----------- 1 575 6 I I I A <--- v ---> I Split? N LEFT 3 --- 1.1 1.1 2.1 1.0 1.1 --- 9 RIGHT STREET NAME: THRU: `0 ---> 1.1 (NO. OF LANES) 1.1<--- 0 _THRU Silver Maple Dr RIGHT .11 --- 1.4 1.0 2.1 1.1 1.1 - 48 LEFT I <--- A ---> V N V I I I I I I SIG WARRANTS: W + E 3 369 29 Urb=N, Rur=N S LEFT THRU RIGHT Split? Y STREET NAME: Blackhawk Rd ------------- ---------------=-------------------------------------------------------- ORIGINAL ADJUSTED V/C CRITICAL MOVEMENT VOLUME VOLUME= CAPACITY RATIO V/C ------------------------------------------------------------------------ NB RIGHT (R) _ 29 29 1650 0.0176 THRU (T) 369 369 3300 0.1118 LEFT (L) 3 3 1650 0.0018 T + R 398 3300 0.1206 0.1206 ------------------------------------------------------------------------ SB RIGHT (R)., 1 1 1650 0.0006 THRU (T) 575 575 3300 0.1742 LEFT (L) 6 6 1650 0.0036 T + R 576 3300 0.1745 0.1745 ----------------------------------------------------------------------- EB RIGHT (R) 11 0 1650 0.0000 THRU (T) 01. 0 1650 0.0000 . LEFT (L) 3 3 1650 0.0018 0.0018 T + R 0 1650 0.0000 T + L 3 . 1650 0.0018 T + R + L 3 1650 0.0018 ------------ ------------ WB RIGHT (R) 9 9 1650 0.0055 THRU (T) 0 0 1650 0.0000 LEFT (L) 48 48 1650 0.0291 T + R 9 1650 0.0055 T + L 48 1650 0.0291 T + R + L 57 1650 0.0345 0.0345 TOTAL VOLUME-TO-CAPACITY RATIO: 0.33. INTERSECTION LEVEL OF SERVICE: A ADJUSTED FOR RIGHT TURN ON RED _ INT=II-BLKSM.INT,VOL=11-BLKSM.AMV,CAP= CCTALOS Software ver. 2.35. by T7KM Transportation Consultants --------------------------------------------------------- Condition: OCTA Intersection LOS Analysis 01/14/08 ---------------------------------------------------------------------- ---------------------------------------------------------------------- INTERSECTION 11 Blackhawk Rd/Silver Maple Dr Contra Costa County Count Date 06/19/07 Time 1600-1830 Peak Hour 1700-1800 ------------------------------------------------------------------------ CCTA•METHOD RIGHT THRU LEFT 6-PHASE SIGNAL ----------- 1 476 12 I I I A i I I A I <--- v ---> I ,Split? N LEFT 4 --- 1.1 1.1 2.1 1.0 1.1 --- 10 RIGHT STREET NAME: THRU- 0 ---> 1.1 (NO. OF LANES) 1.1<--- 0 THRU Silver Maple Dr RIGHT 19 --- 1.4 1.0 2..1 1'.1 1.1 --- 21 LEFT <--- A ---> v I I I v N I I I SIG WARRANTS: W + E 26 744 53 Urb=N, Rur=N S LEFT THRU RIGHT Split? Y STREET NAME: Blackhawk Rd ------------------------------------------------------------------------ ORIGINAL ADJUSTED V/C CRITICAL' MOVEMENT VOLUME VOLUME CAPACITY RATIO V/C ------------------------------------------------ ------------------------ - NB ----------- ---------- NB RIGHT (R) 53 53 1650 0.0321 THRU (T) 744 744 3300 0.2255 LEFT (L) 26 26 1650 0.0158 T + R 797 3300 0.2415 0.2415 ------------------------------------------------------------------------ SB RIGHT (R) 1 1 1650 0.0006 THRU (T) 476 476 3300 0.1442 LEFT (L) 12 12 1650 0.0073 T + R 477 3300 0.1445 - 0.1445 ------------------------------------------------------------------------ EB RIGHT (R) 19 0 1650 0.0000 THRU (T) 0 0 1650 0.0000 LEFT (L) 4 4 1650 0.0024 0.0024 T + R 0 1650 0.0000 T + L 4 1650 0.0024 T + R + L 4 1650 0.0024 ----------------- ------------------------------------------------------ WB RIGHT (R) 10 10 1650 0.0061 THRU (T) 0 0 1650 0.0000 LEFT (L) 21 21 1650 0.0127 T + R 10 1650 0.0061 T + L 21 1650 0.0127 T + R + L 31 1650 0.0188 0.0188 TOTAL VOLUME-TO-CAPACITY RATIO: 0.41 INTERSECTION LEVEL OF SERVICE: A ADJUSTED FOR RIGHT TURN ON RED INT=11-BLKSM:INT,VOL=11-BLKSM.PMV,CAP= Contra Costa County Road Nos.: 43310 Public Works Department Private Traffic Turning Movement Counts LOCATION: Blackhawk Rd. @ Silver Maple Dr. /Silver Oak Ln. BY: J. WU Date: Jun '19,2007 Day: Tuesday Peak Hour 8:00- 9:00 Weather: clear 1 2 3 4 5 ;, 6 7 8 9 10 11 12 TIME S-outhbound Westbound Northbound Eastbound TOTAL Right Thru Left Right Thru Left Right Thru Left Right Thru Left 06:15 0 06:30 0 06:45 1 70 0 0. 0 8 2 28 3 3 0 0 115 07:00 0 84 2 1 0 8 0 40 .2 1 0 1 139 07:15 0 101 1 2 0 ; '12 2 39 5 6 0 0 168 07:30 0 101 3. 1 0 '' 4 4 54 3 3 0 0 173 07:45 0 152 3 0 0 10 1 62 2 7 0 0 237 08:00 0 130 0 2 _ 0 17 7 75 7 6 0 0 244, 08:.15,. :. .;.0. 145. . ..1 0. 1.,5, 6 70 0 2 .0. O--:,-,240;,- Hour 08:30 0 138 3 2 0 5 6 86 0 6 0 3 251 8:00-9:00 08:45 1 1x31 0 5 ' 0 6 92 2 2 Q 0 248 Volume 09:•00 0 161 2 1 0 19 11 119 1 1 0 0 315 1054 09:15 1 117 1 1 0. ` 7 6 98 0 3 0 1 235 09:30 0 126 1 2 0 10 9 89 0 3 0 0 240 09:45 0 10:00 0 -leak 1 575 6 9 0 :4:8129 369 3 11 0 3 1054 Date: Jun '19, 2007 Day: Tuesday Peak Hour 17:00- 18:00 Weather: clear 1 2 3 4 5 6 7 8 9 10 11 12 TIME Southbound Westbound Northbound. Eastbound TOTAL Right Thru Left Right Thru'; Left Right Thru Left Right Thru Left 15:30 0 15:45 0 16:00 0 16:15 0 161 2 4 0 7 4 135 5 3 0 0 321 16:30 1 110 3 5 0 " 4 14 157 5 4 0 0 303 16:45 1 110 1 4 0 7 10 165 3 2 0 1 304 17:00 0 118 2 0 0 ' 8 10 179 3 2 0 0 322 1715 1 131 2 5 0 3 1.7 177 6 6 0 1 349 Hour 17.30 , 0 122 7 3 0 4 13 176 2 3 0 1 331 17:00-18:00 17:45 0 118 2 1 0 7 13 197 10 4 0 1 353 Volume 18:00 0 105_ 1 1 0 7 10 194 8 6 - 0 1 333 1366 18:15 0 101 0 0 0 9 11 170 6 1 0 0 298 18:30 1 109 .0 1 0 7 14 147 4 i 0 1 285 18:45 0 19:00 0 19:15 0 Peak 1 476 t2 16 0 •21 53 744 26 19` 0 4 1366 CCTALOS Software ver. 2.35 by T7KM Transportation Consultants --------------------- Inters-------------------------------------------------- ection LOS Analysis 01/14/08 INTERSECTION 12 Port Chicago Hwy/Riverside Dr Contra Costa County Count Date 06/26/07 Time 0700-0915 Peak Hour 0700-0800 ------------------------------------------------------------------------ CCTA METHOD RIGHT THRU LEFT 6-PHASE SIGNAL ----------- 3 481 14 A I I I n <--- v ---> I Split? .N LEFT 5 --- 1.1 1.1 2.1 1.0 1.0 --- 10 ; RIGHT STREET NAME: THRU 4 ---> 1.1 (NO. OF LANES) 1.1<--- 10 THRU . Riverside Dr RIGHT 114 --- 1.0 -1.0 2.0 1.0 1.1 --- 56 ' LEFT < -- n =--> v I' I I v N I ) SIG WARRANTS: W + E. 66 329 13 Urb=N, ..Rur=,N S LEFT THRU RIGHT Split? N STREET NAME: Port Chicago Hwy ------------------------ ---------------------------------- ORIGINAL ADJUSTED V/C CRITICAL MOVEMENT VOLUME VOLUME CAPACITY RATIO V/C - ------------- -----•------- NB RIGHT (R) 13 0 1650 0.0000. THRU (T) 329 329 3300 0.0997 LEFT (L) 66 66 1650 - 0..0400 0.0400 -------------------------------------------- RIGHT. (R) 3 3 1650 0.0018 THRU (T) 481 481 3300 0.1458 LEFT (L) 14 14 1650 0.0085 T + R 484 3300 0.1467 0.1467 --- ---------------- ^ EB RIGHT (R) 114 48 1650 0:0291 0.0291 THRU (T) 4 4 1650 0.0024 LEFT (L) . 5 5 1650 0.0030 T + L 9 1650 0.0055 ---------------------------------- . - WB RIGHT (R) 10 0 1650 0.0000 THRU (T) 10 10 1650 0.0061 LEFT (L) 56 56 1650 0.0339 0.0339 T + L 66 1650 ` 0.0400 TOTAL VOLUME-TO-CAPACITY RATIO: 0.25 INTERSECTION LEVEL OF SERVICE: A ----------------- * ADJUSTED FOR RIGHT TURN ON RED INT=12-PCHRI.INT,VOL=12-PCHRI.AMV,CAP= CCTALOS Software ver. 2.35 by T7KM Transportation Consultants ------------------------------------------------------________________ Condition: CCTA Intersection LOS Analysis 01/14/08 --------------------- -------------------------------------------------------------_________ INTERSECTION 12' Port Chicago Hwy/Riverside Dr Contra Costa County Count Date 06/26/07 Time 1500-1800 Peak Hour 1700-1800 CCTA METHOD RIGHT THRU.LEFT 6-PHASE SIGNAL ------------ 6 383 16 ` I i A I I I A I <--- v ---> I Split? N LEFT 8 --- 1.1 1.1 2.1 1.0 . 1.0 -- 10 RIGHT STREET NAME: THRU 22 ---> 1.1 (NO. OF LANES) 1.1<17--- 12. THRU, . Riverside Dr RIGHT 92 -- 1.0 1.0 .2.0 1.0 1.1 --- 36 LEFT I <- A ---> I V I I I v N I I SIG WARRANTS: W + E 124 480 37 Urb=N, Rur=B S LEFT THRU RIGHT Split? A STREET ,NAME: Port Chicago Hwy ------------------------------------------------------------------------ ORIGINAL AD7USTED V/C CRITICAL MOVEMENT VOLUME VOLUME* CAPACITY RATIO V/C - ---. -------------------------- - NB RIGHT (R) 37 1 1650 0.0006 THRU (T) 480 480 3300 0.1455 LEFT (L) 124 124 1650 0.0752 0.0752 ------------z- - -- ----------------------- SB RIGHT (R) 6 6 1650 . 0:0036 THRU (T) 383 383 3300 0.1161 LEFT (L) 16 16-. 1650 0.0097 T + R 389 3300 0.1179 0.1179 ------------------ -- -- --- ---- EB RIGHT (R) -92 0. ' 1650 0.0000 THRU- (T) 22 - 22 1650 0.0133 LEFT (L) 8 8 1650` 0.0048 T + L 30 1650 0.0182 0.0182 ------------------------------------------------------------------------ WB -------------------- -- -- --- - WB RIGHT (R), 10 0 1650 0.0000 THRU (T) 12 12 1650 0.0073 LEFT (L) 36 36 1650 0.0218 0.0218 T + L 48 1650 0..0291 TOTAL VOLUME-TO-CAPACITY RATIO: . 0.23 - INTERSECTION LEVEL OF SERVICE: A ---------------------- AD3USTED FOR RIGHT-TURN ON RED INT=12-PCHRI.INT,VOL==I2-PCHRI.PMV,CAP Contra Costa County Road Nos.: 3481 C Public Works Department 51 85A9 Traffic Turning Movement Counts LOCATION: Fort Chicago Hwy. @ Riverside Dr. I Lynbrook St.. BY J. W u Date: Jun 26,2007 Day: Tuesday .Peak.Hour 7:00-8:00 Weather: clear 1 2 3 4 5 6 7 8 9 10 11 12 TIME :southbound Westbound Northbound .Eastbound TOTAL Right Thru Left Right Thru Left Right Thru Left Right Thru Left 06:30 0 06:45 0 07:00 0 07:15 2 110 2 1 6 12 2 64 18 23' 0 4 244 Hour 07:30 0 122 4 5 0 11 3 90 14 29 0 0 278 0700-0800 07:45 1 130 4 2 3 20 2 98 19 34+ 3 0 316 Volume 08:00 0 119 4 2 1' 13 6 77 15 28 1 1 267 1105 08:15 1 95 1 3 1 5 1 57 10 26 2 0 202 08:30 0 84 1 2 0 5 2 71 19 13 3 1 201 08:45 1 76 0 0 2 " 8 2 59. 2 22 1 1 174 09:00 0 73 2 1 0 7 4 46 9 14 1 1 158 09:15 1 60 2 T 1 5 0 49 7 19 2 0 147 09:30 . 0 09:45 0 10:00 0...__- ..:... 10:15 0 peak 3 481 14 10 -10' 56 13 329 66 114 4 5 1105 BY: B. Harrington Date: Jun 26,2007 Day: Tuesday Peak Hour 17:00-18:00 Weather: clear; 1 2 3 4 5 6 7 8 9 10 11 12 TIME Southbound Westbound Northbound Eastbound TOTAL Right Thru Left Right Thru Left Right Thru Left Right Thru Left 14:45 0 15:00 0 15:15 4 74 4 2 1 5 7 117 16 13 5 0 248 15:30 1 102 6 0 3 8 7 95 14 17 3 1 257 15:45 2 88 2 1 1 9 8 112 16 8 4 1 252 16:00 1 89 1 3 6. 4 7 104 24 11i 5 3 258 16:15 3 80 3 1 1 6 9 118 19 14 5 1 260 16:30 1 74 1 4 4 7 11 118 25 19 5 0 269 16:45 2 104 0 1 0, 9 . 3 110 20 16 2 2 269 17:00 2 80 2 2 .3' 10 14 112 20 19 6 2 272 17:15 0 94 4 3 2 10 7 119 29 21' 8 4, 301 Hour 17:30 1 95 4 4 3 7 7 . 139 25 21 6 3 315 1700-1800 17:45 3 95 3 2 3 10 18 110 43 21 3 0 311 Volume 18:00 2 99 5 1 4 9 5 112 27 29 5 1 299 1226 18:15 . 0 18:30 0 Peak 6 383 16 10 12, 36 37 480 i24 92 22 8 1226 CCTALOS Software ver. 2.35 by TJKM Transportation consultants -------------------------.---------------------------------------________ Condition: CCTA Intersection LOS Analysis , 01/14/08 INTERSECTION 14 Willow Ave/Hawtho.rne Dr Count Date 06/19/07 - Time 0630-0930 Pe'ak Contra Costa county Hour 0715-0815 ------------------------------ CCTA METHOD RIGHT THRU LEFT 3-PHASE SIGNAL ----------- 0 133 7 L. I ! A I <--- v ---> I Split? N LEFT 0 --- 0.0 0.0 2.0 1.0 1.0 --- 59 RIGHT STREET NAME: THRU 0 --> 0.0 (NO. OF LANES) 0.0<-- 0 THRU Hawthorne Or RIGHT 0 -- 0.0 1.1 2.1 1.0 1.0 = 91 LEFT v I I I ,V N I I I SIG WARRANTS: W + E 0 495 63 Urb=N, Rur=N S LEFT THRU RIGHT Split? •N STREET NAME: Willow Ave ORIGINAL ADJUSTED V/C CRITICAL MOVEMENT VOLUME VOLUME CAPACITY RATIO V/C NB RIGHT-(R)------------------------------- NB - 0 1720 0.0000 THRU (T) 495 495 3440 0.1439 0.1439 LEFT (L) 0 0 1720 0.0000 - T + L 495 3440 0'.1439 ---------------------------------- SB THRU (T) 133 133 3440 0.0387 LEFT (L) 7 7 17210 0.0041 0.0041 ------------------------------------------------------------------------ WB ------------------- -- -- - WB RIGHT (R) 59 52 1720 0.0302 LEFT (L) 91 91 1720 0.0529 0.0529 ---------- TOTAL VOLUME-TO-CAPACITY RATIO: 0.20 INTERSECTION LEVEL OF SERVICE: A ADJUSTED FOR RIGHT TURN ON RED INT=14-WILHA.INT,VOL=14-WILHA.AMV,CAP= CCTALOS Software ver. 2.35 .by TJKM Transportation Consultants Condition: OCTA ---------------------- ------- - ------------________ ---------------- Intersection LOS Analysis 01/14/08 --------------------------------=----------------------_________________ INTERSECTION 14 willow Ave/Hawthorne Dr Contra Costa County Count Date 06/19/07 Time 1515-1830 Peak Hour 1645-:L745 CCTA METHOD RIGHT THRU LEFT 3-PHASE SIGNAL ------------- 0 800 81 ! ! I A I ! °n I <--- v . ---> 1 Split? N LEFT 0 --- 0.0 0.0 . 2.0 1.0 1.0 --- 59 RIGHT STREET NAME: THRU 0, ---> 00 (NO. OF LANES) 0.0<--- 0 THRU Hawthorne Dr RIGHT 0 --- 0.0 . 1.1 2.1 1.0 1.0 --'- 91 LEFT <--- n ---> v { .. ! I •v N I I I SIG WARRANTS: W + E 0 495 63 Urb=N, Rur=Y S LEFT THRU RIGHT Split? :N STREET NAME: Willow Ave . ORIGINAL ADJUSTED V/C CRITICAL MOVEMENT VOLUME VOLUME* CAPACITY RATIO V/C -------------------------------------------------------------------------- ------------- - - NB RIGHT. (R) 63 0 1720 ' 0.0000 THRU (T) 495 495 3440 ' 0.1439 LEFT (L) 0 0 1720' 0.0000 0.0000 T + L 495 3440 0.1439 --------------------- --------------------------------------------------- SB --------------- -- - SB THRU (T) 800 800 3440 • 0.2326 0.2326 LEFT (L) 81 81 1720 0.0471 -- ,------------------ -------^ RIGHT (R). 59 0 1720 0.0000 LEFT (L) 91 91 1720 0.0529 0.0529 TOTAL VOLUME-TO-CAPACITY .RATIO: 0.29 INTERSECTION LEVEL OF SERVICE A ADJUSTED FOR RIGHT TURN ON RED INT=14-WILHA.INT,VOL=14-WILHA.PMV,CAP= Contra Costa County Road Nos.: 2191A Public Works Department 22951► ,Traffic Turning Movement Counts LOCATION: Willow Ave. @ Hawthorne Dr. BY: B. Harrington Date: Jun 19,2007 Day: Tuesday Peak Hour 7:15-8:15 Weather: overcast 1 2 3 4 5 6 7 8 9 10 11 12 TIME Southbound Westbound Northbound Eastbound TOTAL itghF r' Thru Left Right a . Left Right Thru � . y � Rrxfi ;s °.Ns S YS f.J x��Jiw .:k'" 'I m(�,1lS�G'i: J�`+'�S.5,�dNiYC�^t �''X('.r`'��'lkf{.•,+'}%tS'`vRtJ'�`�r'� �06.15 �`1 P{� Ag 0 L306:30 ww �u 1 O 06:45 r = g 16 3 13 �� 10 3 76 s �,�° � � " � y. , '" � 121 yi7 5 ; y"� �rBE.ryacf ig p��, ( 3 ,S r� o t 07:00 22 1 16 - �� a 21 8 102k, z�, �, s� � �� 170 j f,L fyt n t- ,t .�"",.r A � a rhe^`` 07:15 23 23 1 11 � 13 14 4 � rf � � 184122 -W ------------ N 07 30 �K.. 34 2 14 ��}�� s 255 20 `t 04 `Gt � 1 '� 4' � � 199 Hour 'ljt „a �` {.377! 1 %dt4�r tk !fit l"£: Y 07145 r,,; t 37 3 8 t g 21 7 106 84 0715-0815 r krY ttr six5,�y �7my� w3 �, 38 0 1 e bU 08 p0 ' ' 55 17 142k 235 Volufne z,� a �i J 'r 1 +� ..t. vly ' +ur^" *{ -2v�3t 848 08:15 §S r a' N,k 30 2 11 2 y .. 19 1 1 �9 2 i 9 " 20 ��r 08:30 4 11 109 187 08:45 �' 31 2 10 �� 7a 11 13 10i ` �� " r �s `r 168 09:00 31 1 13 saf = , 16 10 116 �� 187 09:15cn ` r y 35 0 3 "kg 15 8 76 t `� ;� `, 137 v`'ty�.� �,� �F��,+. ,� Q��e� "Cuda �ph�ry ��y ^��'- 9 s 09:30 34 1 64 16 20 98 ,, b � 1 ti�� 175 i.4 i nR}1u^5 �� (bli' �?k'.�a.eayic 09:45 0 10:00 � �� s � �� a � } �� urf `" � k:.,5�r,.�a e�@ ��&,�„ �'.Nv � i, ,_ ler 9 to h-_6,..�.� w_ v,..�,�,:. �t�.f� weak 0 133 . 7T 59 D 91 63 495 0 0 0 Q 846 Date: Jun 19,2007 Day: Tuesday Peak Hour 16:45-17:45 Weather: clear 1 2 3 4 5 6 7 8 9 10 11 12 TIME southbound Westbound Northbound Eastbound TOTAL �ht is Thru Left Right i y2S fgi,- Left Right Thru . t0r4' ; ?xil� dl�fic xe7st"4 , � 015:0 "t y�ir n y �YxF 1 y if 1 15:15 h dry ro r'; p �"� 0 15:30 �`'< 36 6 5 r, " Ea �s� � b "t �� " � �� , �rw 19 31 161 a « 258 vA 15:45 ��, 70 5 9 17 21 124 , z ��Nf Ta, g �r7� � �v�n 246 trim K�'P �" t?rtt r .k t 'r 4g�+ i;ia g' t s, d ,ass^-rrt�^,t yes,y 16:00 � ��ti,=�� 49 7 12 tis�F �< 19 31 150 ��, z�x��ri, �� ww JJ � ! '4uti �i ff ,�t tkd �n a t� nl'r 268 ,.,slil" r rk.�ty}sync tid' 1ai '�s k�a� 'a;v�R�' i e�yay 1 2J�1 16:15 60 2 9 fit; ,� , 16 32 132 Y� � ry� � �� J, 42 6 9 `�� ", �zs dv� �t� 16:30 ��it 21 47 142 y x x �, r<4��, aucL 267 ��. ,n�rt �, ��t ��, .�1� ��assr ��x�� ' ?�Js ,�a 16:45 �i"stir 77 8 6 „ s t 20 45 152 t ti rt yK,4, , err' u�+9�i Cif" +dt'uryy. �e'q �k+�' 1 3�8 17 00 60 8 11 �yia � 29 42 157 .,�h, 307 Hour '� $ t t �,+Y r,2 �r}} 1 4�"�"'S i al h `tv § f Iy�'� 17 15 " a w� ; 96 6 11 a w 17 40' 1 9'' k�"rr,� f aa:�,f t�� 1 , 329 1645-1745 T..0.y brk�-' t; ,� , y�y v7mk.,�3 t ,H:;, Sraa l 14 17:30 �� 66 7 8 1 15 37 1'64. rsrt� 2 2g7 , Volume -d ti i'34h`�. F{r# ,.�tF; artGrc�"tvta F`a mt v,D(dr t !F K .� :. . ,T ls}x y 334 126745 77 6 14 19 49 17: 17 29818: 60 7 l 60 1i,r£li� h- qtr ti '4`71 t fi.a.�`a€ I A {1 ✓`4", �µsi� z%u�, �ra 18:15 �� 64 10 8 �� 17 53 132 ,1 284 1830 . 10 22 41 124N,u'a��'J l t fin"�EL� n� 43 243 18:45 bv`r ` kfu»k "..:; � r�, jr.Ptao r,+' ,:uFw_,... "+` 2`.., k n''',":t 0 ;248 515" 1926 0 0_ lI 12G? CCTALOS Software ver. 2.35 by TJKM Transportation Consultants _ ------------------------------------------ -------------------------------___=_____=_______ Condition: OCTA Intersection LOS Analysis 01/14/08 --------------------- INTERSECTION----15 Par-------------------------------------------------- ker Ave/4th St Contra Costa County Count Date 12/18/07 - Time 0700-0915 Peak Hour 0730-0830 CCTA METHOD RIGHT THRU LEFT 5-PHASE SIGNAL ---------- 33 ...204 19 A I I I ^ . I' <--- " V ---> I split? Y LEFT 31 --- 1.1 1.1 2.2 1.1 1.4 --- 21 - RIGHT STREET NAME: THRU 50 ---> 1.1 (NO. OF LANES) , 1.1<--- 46 THRU 4th St RIGHT 163 --= 1.1 1.1 2.2 1.1 1.1 --- 52 LEFT < -- A ---> v I I I v N I I I SIG WARRANTS: W + E ' 31 153 22 Urb=N, Rur=N S LEFT THRU RIGHT Split? N STREET NAME: Parker Ave -------------------------------- ------------------------------------------------------------------------ ORIGINAL ADJUSTED V/C CRITICAL MOVEMENT VOLUME` VOLUME CAPACITY RATIO V/C NB RIGHT (R) 22 1 22 1650 0.0133 THRU (T) 153 153 3300 0.0464 LEFT (L) 31 31 1650 : 0.0188 0.0188 T + R 175 3300 0.0530 T + .L 184 3,300 : 0.0558. . T + R + L 206 3300 0.0624 ----------------.---------------------------------------------- SB RIGHT (R) 33 33 1650 . 0:0200 THRU (T) . 204 204 33000.0618 LEFT (L) 19 . 19 1650 _ 0.0115 T + R 237 3300 0.0718 T + L 223 3300 0.0676 T + R + L 256 3300 0.0776 0.0776 -- --------------------------------------------------------------------- EB RIGHT (R) 163 163 1650 0.0988 THRU (T) 50 .: 50 1650 0:0303 LEFT (L) 31 31 1650 0.0188 T + R 213 1650 0.1291 T + L 81 1650 0.0491 T + R + L 244 165.0 0:1479 0.1479 --- ------ -- ------- WB RIGHT (R) 21 0 1650 0.0000 THRU (T) 46 46 165,01 0.0279 LEFT (L) 52 52 1650 0..0315 T + -R 46 1650 0.0279 T + L 98 1650 0.059.4 0.0594 T + R + L 98 1650, 0.0594 - TOTAL VOLUME-TO-CAPACITY RATIO: 0.30 INTERSECTION LEVEL OF SERVICE: A ADJUSTED FOR RIGHT TURN ON RED INT=15-PARK4.INT,VOL=15-PARK4.AMV,CAP= CCTALOS Software ver. 2.35 -by TJKM Transportation Consultants --------------------------------------------------------------___-____ Condition: OCTA Intersection LOS Analysis 01/14/08 INTERSECTION 15 Parker Ave/4th St Contra Costa County Count Date 12/18/07 Time 1400-1800 Peak Hour 1415-1515 ------------------------------------------------------------------------- CCTA METHOD RIGHT THRU LEFT 5-PHASE' SIGNAL ----------- 9 195 20 A I I I A I <--- v ---> l split? Y LEFT 20 -- 1.1 1.1 2.2 1.1 1.4 --- 24 RIGHT STREET NAME: THRU 42 ---> 1.1 (NO.' OF LANES), 1.1<--- 28 THRU. 4th st RIGHT 103 --- 1.1 1.1 2.2 1.1 1.1 --- 51 LEFT N I I I SIG WARRANTS:. W + E 42 234 65 Urb=N, Ru r=N S LEFT THRU RIGHT Split? N STREET NAME: Parker Ave ORIGINAL ADJUSTED V/C CRITICAL MOVEMENT VOLUME" VOLUME* CAPACITY RATIO V/C ---------------- ------- --------------------------------- - NB RIGHT (R) 65 65 1650 0:0394 THRU (T) 234 234 3300 0.0709 LEFT (L) 42 42 1650 0.0255 T + R 299 3300 0.0906 T + L 276 3300 0.0836 T + R '+ L 341 3300 0.1033 0.1033 --- --------,--- SB RIGHT (R) 9 , 9 1650 . 0.0055 THRU (T) 195 195 3300 0•.0591 LEFT (L) 20 20 1650 , 0.0121 0.0121 T + R 204 3300 0.0618 T + L 215 3300 0.0652 T + R + L 224 3300 0.0679 - ----------- ----------------- EB RIGHT (R) 103 103 1650 0.0624 THRU (T) 42 42 1650 . 0.0255 LEFT (L) 20 20 1650 0.0121_ T + R 145 1650 0.0879 T + L 62 1650 0.0376 T + R + L - 165 1650 0.1000 0.1000 --------------------------------------------------r--------------------- WB ----------------------------- - WB RIGHT (R) 24 0 1650 0.0000 THRU (T) 28 28 1650 0.0170 LEFT (L) 51 51 1650 0.0309 T4 R 28 1650, 0.0170 T + L 79 1650 0.0479 0,0479 T + R + L 79 1650 0.0479 ------------------------------------------ TOTAL VOLUME-TO-•CAPACITY RATIO: 0.26 INTERSECTION- LEVEL OF SERVICE: A ADJUSTED FOR RIGHT TURN-ON RED INT=15-PARK4.INT,VOL=15-PARK4.PMV,CAP= Contra Costa County Road Nos.: 0971C Public Works Department 17948 & 1795F Traffic Turning Movement Counts LOCATION: Parker Ave. (a) 4th St. BY: J. Wu Date: Dec 18,2007 Day: Tuesday Peak Hour: 7:30-8:30 Weather: Raining 1 2 3 4 -5 6 - 7 8 9 10 11 12 TIME Southbound Westbound Northbound Eastbound TOTAL Right Thru Left Right " Thru Left Right Thru Left Right Thru Left 06:30 0 06:45 0. 07:00 0 .07:15 4 34 .1 0 1 19 2 23 2 17 . 1 1 105 07:30 ;3 36 1 7 2 13 7 35 4 9 2 1 120 0:7.45 11 45 8 3 1 1 :`; 13:' 6.!; 30 '. 7;; 19. 1:1. ;5i 169 i' Hour OS:QO .::A7 64 7 12 28. 16. 5. 44= 15 72 2.1 12 313 ! 7:30-8:30 08 15 4 52 3 :` 5 6 14 5 : 41,'; 5 1 57.` 15, 13 220 ;,, Volume MSG:. :" I 43 1 1 1 9 6 38;; 4;i` 15 3: 1! 123 :': 825 08:45 1 39 6 5...... 0. 10 14 50 4 10 4 0 143 09:00 3 57 3 2 5,; 11 3 39 7 8 3 1 142 09:15 3 32 4 6 6' 14 10 39 1 20 5 4 144 09:30 0 09:45 0 10:00 0 10:15 0 Peak 33 204 19T.......... ........ 21 46 . 52 22: 153: 37 163 50 ..." 3 825 BY: J. Wu Date: Dec 18,2007 Day: Tuesday Peak Hour: 14:15 -15:15 Weather: Wet 1 2 3 4 5, 6 7 8 9 10 11 12 TIME Southbound Westbound Northbound Eastbound TOTAL Right Thru Left Right Thru Left Right Thru Left Right Thru Left 14:00 2 34 2 4 1 12 7 42 12 6 2 1 125 14:15 7 40 3 5 10 9 12 53 21 13 1 2 176 :14.30 2 49 3 7 16 ! 8 '. ' 13': 56: 14! 63:i 23 -259:. Hour —45 2 52 3 6 5 13';'. 12 55i 10: 1;7; 12: 6 1:93 14:15-15:15 15;00 4 54 7 6 2 11 22' 62 10! 12 3' 4 1:97 Volume 15 1 . ;;. 5 1.9, 18 61 8 11 4_`_ 5' 1;84 .I 833 15 4075 1.5:30 2 42 2 7 3 11 15 70 - 12 11 6 0 181 15:45 4 68 10 5 4 . 8 17 67 12 18 3 3 219 16:00 0 54` 4 4 0 26 20 72 8 12' 0 3 203 16:15 1 52 4 5 4 13 22 69 11 12: 1 1 195 16:30 1 54 5 4 2 7 15 61 10 7 4 4 174 16:45 2 56 5 3 1 10 26 64 9 8 4 1 189 17:00 1 48 3 5 5 21 21, . 59 14 12: 7 1 197 17:15 7 47 10 4 2 14 14 71 16 8 5 3 201 17:30 7 48 2 3 2 9 14 84 17 11' 3 3 203 17:45 3 48' 4 8 5 12 17 72 15 12 3 2 201 18:00 4 55 6 4 5 12 14 78 13 19 8 3 221 Peak 9 195 20 24-:"' 28 51 65.` 234. 42 103 42 20 833.. CCTALOS Software ver. 2.35 by TJKM Transportation .Consultants ----------------------------------------------------------------------- ------------------------------------------------------------------------ condition: OCTA Intersection LOS Analysis 01/14/08 ----------------------=------------------------------------------------- ------------------------------------------------------------------------ INTERSECTION 16 Parker Ave/2nd St Contra Costa County Count Date 12/27/07 Time 0715-0930 Peak Hour 0830-0930 ------------------------------------------------------------------------ CCTA METHOD RIGHT THRU LEFT 5-PHASE SIGNAL ----------- 1 88 0 I I I A I --- v ---> I Split? Y LEFT 4 --- 1.0 1.4 2.2 1.1 1.1 --- 4 RIGHT STREET NAME: THRU 1 ---> 1.1 (NO. OF LANES) 1.1<--- 0 THRU 2nd St RIGHT 7 --- 1.1 1.1 2.2 1.4 1.0 --- 3 LEFT I <--- A ---> I v I I I v N I I I SIG WARRANTS: W + E 19 83 2 Urb=N, Rur=N S LEFT THRU RIGHT Split? .N STREET NAME: Parker Ave ----------------------------------------------------------------------- ORIGINAL ADJUSTED. . V/C CRITICAL MOVEMENT VOLUME VOLUME' CAPACITY RATIO V/C ------------------------------------------------------------------------ NB RIGHT (R) 2 0 1650 0.0000 THRU (T) 83 83 3300 0.0252 LEFT (L) 19 19 1650 0.0115 0.0115 T + R 83 .3300 0.0252 T + L 102 3300 0.0309 T + R + L 102 3300 0.0309 --------------------- -------------------------------------------------- SB RIGHT (R) 1 0 1650 0.0000 THRU (T) 88 88 3300 0.0267 0.0267 'LEFT (L) 0 _ 0 1650 0.0000 T + R 88 3300 0.0267 T + L 88 3300 0.0267 T + R + L 88 3300 0.0267 --------------- -------------------------------------------------------- EB RIGHT (R) 7 7 1650 0.0042 THRU (T) 1 1 1650 0.0006 LEFT (L) 4 4. 1650 0.0024 T + R 8 1650 0.0048 0.0048 ------------------------------------------------------------------------ WB RIGHT (R) 4 4. 1650 0.0024 0.0024 THRU (T) 0 0 1650 0.0000 LEFT (L) 3 . 3 1650 0.0018 T + R 4 1650 0.0024 ------------------------------------------------------------------------ .TOTAL VOLUME-TO-CAPACITY RATIO: 0.05 INTERSECTION LEVEL OF SERVICE: A ADJUSTED FOR RIGHT TURN ON RED INT=16-PARK2.INT,VOL=16-PARK2.AMV,CAP= CCTALOS Software ver. 2.35 by T3KM Transportation consultants ------------------------------------------------------------------------ Condition:. OCTA Intersection LOS Analysis 01/14/08 ------------------------------------------------------------------------ INTERSECTION 16 Parker Ave/2nd St Contra Costa County Count Date 12/26/07 Time 1600-1815 Peak Hour 1600-1700 ----=------------------------------------------------------------------- CCTA METHOD RIGHT THRU LEFT 5-PHASE SIGNAL ----------- 4 116 4 . I I I I I <--- V ---> I Split? Y LEFT 6 --- 1.0 1.4 2.2 1.1 1.1 .--- 11 RIGHT STREET NAME: THRU. 4 ---> 1.1 (NO. OF LANES) 1.1<--- 0 THRU 2nd St RIGHT 9 --- 1.1 1.1 2.2 1.4 1.0 --- 1 LEFT I <-- A ---> v I I I V N. I I I SIG WARRANTS: W + E 21 161 9 Urb=N, Rur=N S LEFT THRU RIGHT Split? N STREET NAME: Parker Ave ----------------------------------------------------------------------- ORIGINAL ADJUSTED V/C. CRITICAL MOVEMENT VOLUME VOLUME* CAPACITY RATIO V/C ------------------------------------------------------------------------ NB RIGHT (R) 9 0 1650 0.0000 THRU (T) 161 161 3300 0.0488 LEFT (L) 21 21 1650 0.0127 T + R 161 3300 0.0488 T + L 182 3300 0.0552 0.0552 T + R + L 182 3300 0.0552 ------------------------------------------------------------------------ SB RIGHT (R) 4 0 1650. 0.0000 THRU (T) 116 116 3300 0.0352 LEFT (L) 4 4 1650 0.0024 0.0024 T + R 116 3300 0.0352 T + L 120 3300 0.0364 T + R + L 120 3300 0.0364 -------------------=---------------------------------------------------- EB RIGHT (R) 9 9 1650 0.0055 THRU (T) 4 ' 4 1650 0.0024 LEFT (L) 6 6 1650 0.0036 T + R 13 1650 0.0079 0.0079 ------------------------------------------------------------------------ WB RIGHT (R) 11 11 1650 0.0067 0.0067 THRU (T) 0 0 1650 0.0000 LEFT (L) 1 1 1650 0.0006 T + R 11 1650 0.0067 ----------------------------------------------------------------------- TOTAL VOLUME-TO-CAPACITY RATIO: 0.07 INTERSECTION LEVEL OF SERVICE: A ADJUSTED FOR RIGHT TURN ON RED INT=16-PARK2.INT,VOL=16-PARK2.PMV,CAP= Contra Costa County Road Nos.: 0971 C Public Works Department 1795H Traffic Turning Movement Counts LOCATION: Parker Ave. 0 2nd St. BY: J. Wu Date: Dec 27, 2007 Day: Thursday Peak Hour: 8:30-9:30 Weather: clear 1 2 3 4 5 6 7 6 9 10 11 12 TIME Southbound - Westbound Northbound Eastbound TOTAL Right Thru Left Right Thru Left Right Thru Left Right Thru Left 06:45 0 07:00 0 07:15 0 07:30 1 16 0 0 0 0 1 22 2 1 0 1 44 07:45 0 15 0 0 0 1 0 14 2 0 0 1 33 08:00 1 14 1 0 0 1 0 21 4 2 0 2 46 08:15 1 13 0 1 0 0 0 21 4 2 0 0 42 08:30 0 140 0 2 1 0 14 3 4 0 2 40 ...... ...... .. .. ... ...... ..... ...... 08 45: 0 24. 0 0 1 76 Hour _..._......... ..:...............:._......._...... ..._.... ......_.._. ............... ......_....... ....._............ ............. .._ .............. .. ........................... _..........._ 09.00 0 23 0 ::±:. :1 0 :0:: _ `0 1 :. 42' : 8:30.9:30 09.15:: 0 20 q.... '' 0 0 0 0 .; 2.2 : .. 4 '.: 3: 0 ; .. . '1 . 50 Volume 09 30 1 21.. 0 3....... 0 0.. 1 :: 14.... . 3 ::.. . : 0 : 0:. 1 .. 44 212 09:45 0 10:00 0 10:15 0 10:30 0 Peak 1 f 66 0 4 0 . : .3 2 :::; . 83 :: 1:9' 7:: 1.: 4..:.. 2:12 by:J. Wu Date: Dec 26,2007 Day: Wednesday Peak Hour: 16:00 -17:00 Weather: clear 1 2 3 4 5 6 7 8 9 10 11 12 TIME Southbound Westbound Northbound Eastbound TOTAL Right Thru Left Right Thru Left Right Thru Left Right Thru Left 15:30 0 15:45 0 16:00 0 ............ ......._... ......:... _ .. .......... ............ ..... ....... . .. _............_.... . ... _......... _. . . .. .......... ._.... .. ... 1615, 1 31 2 0 1. 3 :: 41 :7; .2. 0:: 95 Hour 5 16:30: ':.1 is 27.-:::,:::i 2 2 0: 0 fl;. : 50: 6 :: -1 0:: 2 92 16:00-17:00 16.45 1 29 0 3 0 0 3: 42 : 3 : 1: . . 0: 2' :84 : Volume . 17 00 129 0 1 0 0. : 2 2$. : 5: ' 5, . 4: 0 75 346 17:15 1 18 0 4 0 3 2 36 10 3 1 4 82 17:30 1 39 .1 1 0 2 1 33 5 3 1 3 90 17:45 2 25 0 2 0 2 2 46 8 -3 1 3 94 18:00 0 . 21 0 0 0 1 2 25 5 2 1 1 58 18:15 2 20 0 1 0 1 2 37 8 3 0 0 74 18:30 0 18:45 0 19:00 0 19:15 0 Peak 4 ; .116 4 11 :: 0 1' 9 345 CCTALOS Software ver. 2.35 by TAM Transportation Consultants -------------------------------------------------------------------____ Condition: OCTA Intersection LOS Analysis 01/14/08 ---------------------------------------- ------------- ------------------------=_ INTERSECTION 17 2nd Ave/Pomona St I Contra Costa County Count Date 06/13/07 Time 0630-0930 Peak Hour 0700-0800 ------------------------------------------------------------------------ CCTA METHOD RIGHT THRU LEFT 2-PHASE SIGNAL ----------- 73 3 13 A I I I A I , <--- V ---> I Split? N LEFT 38 --- 1.1 1.1 1.1 1.1 1.1 --- 6 RIGHT STREET NAME: THRU 361 ---> 1.1 (NO. OF LANES) 1..1<-- 332 THRU Pomona St RIGHT 11 --- 1.1 1.1 1.1 1.1 1. 1 - 8 'LEFT <--- A ---> I v I I I v N I I I SIG WARRANTS: W + E 40 5 44 Urb=N, Rur=N ^ S LEFT THRU RIGHT Split? N STREET NAME: 2nd Ave ORIGINAL ADJUSTED V/C CRITICAL -, MOVEMENT VOLUME VOLUME* CAPACITY RATIO V/C ------------------------- NB RIGHT (R) 44 44 1800 0.0244 THRU (T) 5 5 1800 0.0028 LEFT (L) 40 40 1800 0.0222 0.0222 T + R 49 1800 0.0272 T + L 45 1800 . 0.0250 T + R + L 89 1800 0.0494 --------------------------------- SB RIGHT (R) 73 73 1800 0'.0406 THRU (T), 3 3 1800" 0.0017 LEFT (L) 13 13 1800 0.0072 T + R 76 1800 0.0422 T + L 16 1800 0.0089 T + R + L 89 1800 0.0494 . _ 0.0494 ------------------------------------------------------------------------ EB RIGHT (R) 11 11 1800 0.0061 THRU (T) 361 361 1800 0.2006 LEFT (L) 38 . 38 1800 0.0211 T + R 372 1800 0.2067 T + L 399 1800 0.2217 - T .+ R + L 410 1800 0.2278 0.2278 ------------- ---- WB RIGHT (R) 6 6 1800 0.0033 THRU (T) 332 332 1800 0.1844 LEFT (L) 8 8 1800 0.0044 0.0044 T + R 338 1800 0.1878 T + L 340 1800 0:1889 T,+ R + L 346 1800 0.1922_. TOTAL VOLUME-TO-CAPACITY RATIO: 0.30 INTERSECTION LEVEL OF SERVICE: A ADJUSTED FOR RIGHT TURN ON RED INT=17-POM02.INT,VOL=17-POM02.AMV,CAP= CCTALOS Software ver. 2.35 by TJKM Transportation Consultants -----------------------------------------------------------=---________ Condition: OCTA Intersection LOS Analysis 01/14/08 -----------------------------------------------------------_____________ INTERSECTION 17 2nd Ave/Pomona St Contra Costa County Count Date 06/13/07 Time 1515-1830 Peak Hour 1530-1630 ------------------------------------------------------------------------- CCTA METHOD RIGHT THRU LEFT 2-PHASE SIGNAL ----------- 60 5 30 A I I A <--- V ---> I Split? N LEFT 24 --- 1.1 1.1 1.1 1.1 1.1 --- 9 RIGHT STREET NAME: THRU 234 ---> 1.1 (NO. OF LANES) 1.1<--- 253 THRU Pomona St RIGHT 21 --- 1.1 1.1 1.1 1.1 1.1 - 29 LEFT I <--= A ---> . I V I I v N I I I SIG WARRANTS: W + E 16 4 11 Urb=N, Rur=N S LEFT-THRU RIGHT Split? N STREET NAME: 2nd Ave . ------------------------------------------------------------------------ ORIGINAL ADJUSTED V/C CRITICAL MOVEMENT VOLUME VOLUME* CAPACITY RATIO V/C ---------------------•--------------------------------------------------- NB RIGHT (R) 11 11 1800 0.0061 THRU (T) 4 4 1800 . 0.0022 LEFT, (L) 16 16 1800 0.0089 0.0089 T + R 15 1800 0.0083 T + L 20 1800 0.0111 T + R + L 31 1800 0.0172 ------------------------------------------------- RIGHT (R) 60 60 1800 0.0333 THRU .(T) 5 5 1800 0.0028 LEFT (L) 30 30 1800 0.0167 T + R 65 1800 0.0361 T + L 35 1800 0.0194 T + R + L 95 1800 0.0528 0.0528 ----------------------------------------------------------------=------- EB RIGHT (R) 21 21 1800 0.0117 THRU (T) _ 234 234 1800 0.1300 LEFT (L) 24 24 1800 0.0133 0.0133 T + R 255 1800 0.1417 T + L 258 1800 0.1433 T + R + L 279 1800 0.1550 ------------------------------------------------------------------------ WB RIGHT (R) 9 9 1800 0.0050 THRU (T) 253 253 1800 0.1406 LEFT (L) 29 29 1800 0.0161 T + R 262 1800 0.1456 T + L 282 1800 0.1567 T + R + L .. 291 1800 0.1617 0.1617 ------------------------------------------------------------------------ ----------------------------------------------------------------------- TOTAL VOLUME-TO-CAPACITY RATIO: 0.24 INTERSECTION LEVEL OF SERVICE: A * ADJUSTED FOR RIGHT TURN ON RED INT=I7-POM02.INT,VOL=17-POM02.PMV,CAP= Contra Costa County Road Nos.: 2191A Public Works Department 2294A/2295' Traffic Turning Movement.Counts LOCATION: Fc111®na St @ Second Ave BY: B. Harrington Date: Jun 13,2007 Day: Wednesday Peak Hour 7:00-8:00 Weather: clear, 1 2 3 4 5 6 7 8, 9 10 11 12 TIME Southbound Westbound Northbound Eastbound TOTAL Right Thru Left Right Thru,; Left Right Thru Left Right Thru Lett 06:15 0 06:30 0 06:45 2 0 1 0 , 27 0 3 1 4 1 22 12 73 07:00 3 1 1 2 45 0 5 0 1 2 45 7 112 07:15 8 1 4 0 0. 5 0 9., 2_ 60 1,0 14$.,. . Hour - .4 .. 07:30 12 .0 2 3 $2 2 11 0 I0. 2; 120 1,3 257 0700-0800 07:45 37 1 4 2 128' 2 20 4 16 1 129 6 �'352: Volume 08:00 16 1 3 1 73 4 8 1 5 6 52 .7 177 034 08:15 9 1 4 2. :61 2 3 1 4 4 48 7 146 08:30 6 0 1 4 63 2 3 1 3 3 62 10 158 08:45 10 0 6 3 49 2 7 0 4 4 68 8 161 09:00 . 8 0 2 2 61 1 6 0 7 1 52 5 145 09:15 8 1 3 1 38 , 0 2 0 3 3 26 6 91 09:30 2 2 5 0 34 2 3 3 3 1 31 6 92 09:45 0 10:00 0 Peak 73 3 13 6 332 B 44 5 40 1l1 361 38 934 BY: B. Harrington Date: Jun 13,2007 Day: Wednesday Peak Hour 15:30-16:30 Weather: clear 1 2 3 4 5 6 .7 8 9 10 11 12 TIME :Southbound Westbound Northbound Eastbound TOTAL Right Thru Left Right Thru Left Right Thru Left Right Thru Left 15:00 0 15:15 0 15:30 9 3 1 3 38 6 3 1 2 7 46 10 129 15:4.5 10 0 6 2 72 12 2 1 5 4'` 48 6 168 Hour 16:00 14 1 7 4 41, 3 4 2 4 6 70 10 166 1530-1630 16:15 27 3 13 1 83 8 5 1 3 8 59 6 217 Volume 16:30 9 1_ 4 2 57 6 0 0 4 3 ,. 57 2 145 696 16:45 8 1 5 4 51 3 3 0 6 5 54 5 145 17:00 8 0 2 3 36 6 2 3 4 6 40 12 122 17:15 11 1 3 1 45 6 5 0 1 5 54 7 139 17:30 13 1 4 7 59 7 2 3 3 6 59 10 174 17:45 7 0 2 5 43 14 4 0 7 4 47 13 146 18:00 13 1 4 6 30 4 6 0 6 9 42 4 125 18:15 10 2 4 3 45 4 2 1 0 4 60 5 140 18:30 8 1 5 6 38 3 7 1 6 6 44 6 131 18:45 0 Peak 60 5 30 9 253 29 77 4 16 21 234 24 696