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Packet.pdf Ubcmf!pg!Dpoufout Bhfoeb3 DJQ!dpogpsnbodf!up!uif!Hfofsbm!Qmbo!gps!GZ!22023!up!26027 QD!tubgg!sfqpsu5 2/!Npefm!Sftpmvujpo8 3/!DND!3/439 4/!DJQ21 5/!Nbusjy!pg!Fow/!Opuft!gps!DJQ37 6/!Nbusjy!pg!HQ!Opuft!gps!DJQ39 7/!Jojujbm!Tuvez-!FSD!Sfdpnnfoebujpo3: 8/!HQ!Qpmjdjft!'!Ufyu!Fydfsqut55 Bqqmjdbujpo!gps!b!ofx!ifbmui!dmvc!gbdjmjuz!bu!Wbmmdp!Tipqqjoh!Nbmm Tubgg!Sfqpsu74 2/!Npefm!Sftpmvujpot78 3/!Gpdvtfe!Usbgjd!Bobmztjt!cz!Gfis!'!Qffst89 4/!Qmbo!Tfu24: Ejsfdups(t!Sfqpsu Ejsfdups(t!Sfqpsu264 Fodmptvsft265 2 AGENDA CITY OF CUPERTINO PLANNING COMMISSION MEETING 10350 Torre Avenue, Cupertino Community Hall Tuesday, May 24, 2011 ORDER OF BUSINESS SALUTE TO THE FLAG: 6:45 p.m. ROLL CALL APPROVAL OF MINUTES WRITTEN COMMUNICATIONS POSTPONEMENTS/REMOVAL FROM CALENDAR ORAL COMMUNICATIONS This portion of the meeting is reserved for persons wishing to address the Commission on any matter not on the agenda. Speakers are limited to three (3) minutes. In most cases, State law will prohibit the Commission from making any decisions with respect to a matter not on the agenda. CONSENT CALENDAR PUBLIC HEARING 1.Subject: Workshop for Code Amendments to the R1 Ordinance Recommended Action: discuss ideas for amendment changes Description: Application: MCA-2011-03 Applicant: City of Cupertino Location: citywide Workshop to provide input regarding changes and updates to the City of Cupertino Municipal Code Chapter 19.28, R1-Zones to improve readability and consistency and to evaluate the requirements for R1 sloped lots between 15% to <30%, the 2-story design review process, public noticing and story poles Page: No written materials in packet 2.Subject: CIP conformance to the General Plan for FY 11/12 to 15/16 Recommended Action: approve the City Project and Environmental Assessment applications Description: Application: CP-2011-02, EA-2011-01 Applicant: City of Cupertino Location: citywide Review of the Five Year Capital Improvements Program (FY 2011-2012 to 2015-2016) for conformity to the City's General Plan Page: 4 3 Tuesday, May 24, 2011 Page -2 3.Subject: Application for a new health club facility at Vallco Shopping Mall Recommended Action: Approve the Architectural and Site and Use Permit applications Description: Application No.: ASA-2011-04, U-2011-03 Applicant: Western Athletic Club/Sears Roebuck & Co Location: 10101 N Wolfe Rd Architectural and Site approval for façade, landscaping, parking lot and sidewalk enhancements, including a new trash enclosure to service an on-site café, inside a new health club facility; Use Permit to allow the new health club to open at 5:30 am on weekdays and 6:30 am on weekends Page: 63 OLD BUSINESS NEW BUSINESS REPORT OF THE PLANNING COMMISSION Environmental Review Committee Housing Commission Mayor’s Monthly Meeting with Commissioners Economic Development Committee Meeting REPORT OF THE DIRECTOR OF COMMUNITY DEVELOPMENT 4.Subject: Director's Report Recommended Action: receive report Page: 153 ADJOURNMENT If you challenge the action of the Planning Commission in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this agenda, or in written correspondence delivered to the City of Cupertino at, or prior to, the public hearing. Please note that Planning Commission policy is to allow an applicant and groups to speak for 10 minutes and individuals to speak for 3 minutes. In compliance with the Americans with Disabilities Act (ADA), the City of Cupertino will make reasonable efforts to accommodate persons with qualified disabilities. If you require special assistance, please contact the city clerk’s office at 408-777-3223 at least 48 hours in advance of the meeting. Materials related to an item on this agenda submitted to the Planning Department after distribution of the agenda packet are available for public inspection in the Planning Department located at 10300 Torre Avenue, during normal business hours. For questions on any items in the agenda, or for documents related to any of the items on the agenda, contact the Planning Department at (408) 777-3308 or planning@cupertino.org. 4 OFFICE OF COMMUNITY DEVELOPMENT CITY HALL CUPERTINO, CA 95014-3255 (408) 777--planning@cupertino.org PLANNING COMMISSION STAFF REPORT Agenda Item No. Agenda Date: May 24, 2011 Application:CP-2011-02, EA-2011-07 Applicant: City of Cupertino Application Summary: Review of the 5-Year Capital Improvement Program, Fiscal Years 2011-12to 2015-16, for General Plan Consistency RECOMMENDATION: Staff recommends that the Commission: 1.Recommend a Negative Declaration for the proposed 5-Year Capital Improvement Program (CIP), file no. CP-2011-02; and 2.Find that the proposed CIP is consistent with the General Plan as per the model resolution (Attachment 1). BACKGROUND: Each year the City Council adopts a five-year spending plan for capital improvements throughout the City. The CIP is critical because it prioritizes significant city expenditures on capital projects of importance to the City. Funding is not fixed or committed during the five year term. Typically, funding may shift in the second through fifth years as priorities change and project schedules accelerate or decelerate during the lifetime ofthe project. State law and the Cupertino Municipal Code (Section 2.32.070.C –Attachment 2) require the Planning Commission to review the CIP for consistency with the General Plan and make a recommendation on the environmental assessment. The City Council is responsible for setting CIP funding priorities. The draft CIP and staff’s environmental analysis matrixof the CIP are attached (Attachments 3 & 4). The environmental review of the CIP is focused on the first year funded projects as new projects funded in the second through fifth years are not commitments because of possible future changes in City priorities. Attachment 5 lists 5 CP-2011-02(EA-2011-07) Capital Improvement Program, FY2011/12 - 2015/16 May 24, 2011 Page 2 the proposed first year capital projects and staff notes describing how the projects relate to the General Plan. DISCUSSION: Environmental Determination The CIP list for fiscal year 2011-12 includes the following: Projects with previous environmental reviews (see Attachment 4): Stevens Creek Corridor Park (Phase II) – Mitigated Negative Declaration adopted in June 2006. If project aspects change, a separate environmental review will be conducted. The remaining CIP projects included in this review are: Repairs, renovations and relatively minor improvements to City infrastructure and facilities throughout the City Demolition of a swimming pool and bathrooms in order to construct a sports court at the Sports Center. Individually, these types of projects are considered categorically exempt from environmental review under Sections 15301, 15302, 15303 and 15304 of the California Environmental Quality Act (CEQA) Guidelines. However, CEQA also requires cumulative environmental analysis of the CIP. On May 19, 2011 The Environmental Review Committee (ERC) examined the CIP and found that there are no significant cumulative environmental impacts. Consequently, the granting of a Negative Declaration for the entire CIP is recommended (Attachment 6). General Plan Consistency The General Plan consistency findings are summarized below: 1.Projects that improve the safety and functioningof the City’s primary circulation system. See General Plan Policies 4-1, 4-3, 4-6, 4-7 and 4-8 Projects in this category include: pavement management andtraffic signal battery backup system. 2.Transportation projects that manage neighborhood traffic, decrease reliance on usage of private cars and promote pedestrian activity. See General Plan policies 4-2, 4-3, 4-4, General Plan text pages 2-51. Projects in this category include: Stevens Creek Corridor Park (Phase II), sidewalk repairs and ADA ramps. 6 CP-2011-02(EA-2011-07) Capital Improvement Program, FY2011/12 - 2015/16 May 24, 2011 Page 3 3.Projects that maintain the usability of the City’s parks and recreation inventory. While much of the Parks section of the General Plan focuses on acquiring and developing new parkland, the plan also recognizes that a well-managed park system enhances the quality of life for its citizens. See General Plan policies 2-69 and 2-86, text pages 2-46, 2-51 and 2-52. Projects in this category include: Stevens Creek Corridor Park (Phase II), Stocklmeir Orchard and Blackberry Farm Golf Course irrigation, Sports Center pool demolition and sports court construction, and Quinlan interior analysis & upgrades. 4.Projects that reduce flood risks. See Flood Hazards General Plan text, starting page 6-25. The projects in this category include: gutter & curb repairs and minor storm drainage improvements. Prepared by: Colin Jung AICP, Senior Planner Reviewed by: Approved by: ______________________________ ___________________________ Gary Chao Aarti Shrivastava City Planner Community Development Director ATTACHMENTS: Attachment 1: Model Resolution Attachment 2: Municipal Code Section 2.32.070.C Attachment 3: Five Year Capital Improvement Program, FY 2011-12 to 2015-16 Attachment 4: Matrix of CIP projects and Environmental Analysis notes Attachment 5: Matrix of CIP projects and General Plan Consistency notes Attachment 6: ERC Recommendation, Initial Study Attachment 7: Excerpts of general plan policies and text G:planning/pdreport/pcCPreports/2011CPreports/CP-2011-02/CP-2011-02.doc 7 Attachment 1 CP-2011-02 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO FINDING THE PROPOSED FIVE YEAR CAPITAL IMPROVEMENT PROGRAM, FISCAL YEARS 2011- 12 TO 2015-16 CONSISTENT WITH THE CITY OF CUPERTINO GENERAL PLAN SECTION I: PROJECT DESCRIPTION Application No.: CP-2011-02 (EA-2010-07) Applicant: City of Cupertino Location: Citywide SECTION II: FINDINGS WHEREAS, the Planning Commission of the City of Cupertino received the proposed five-year capital improvement program, fiscal years 2011-12 to 2015-16, as described in Section I of this Resolution; and WHEREAS, the Planning Commission has held at least one public hearing in regard to the application; NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this matter, the Planning Commission finds in accordance with CMC Section 2.32.070C, that application CP- 2011-02 is consistent with the City of Cupertino’s General Plan and a negative declaration of no significant environmental impacts is recommended to the City Council under the California Environmental Quality Act Guidelines. That the subconclusions upon which the findings and conditions specified in this Resolution are based and contained in the Public Hearing record concerning Application CP-2011-02 as set forth in the Minutes of Planning Commission Meeting of May 24, 2011, and are incorporated by reference as though fully set forth herein. PASSED AND ADOPTED this 24th day of May 2011, at a Regular Meeting of the Planning Commission of the City of Cupertino by the following roll call vote: AYES: COMMISSIONERS: NOES: COMMISSIONERS: ABSTAIN: COMMISSIONERS: ABSENT: COMMISSIONERS: ATTEST: APPROVED: Aarti Shrivastava Winnie Lee, Chair Community Development Director Cupertino Planning Commission g:/planning/pdreport/res/2011/CP-2011-02 res 8 9 : Attachment 3 21 22 23 24 25 26 27 28 29 2: 31 32 33 34 35 36 Attachment 4 Environmental Assessment of File No. CP-2011-02 City of Cupertino First Year Programmed Projects 5-Year Capital Improvement Program Fiscal Years 2011-12to 2015-16 Project TitleProject Description Environmental Review Notes Stevens Creek Install bridge and extend multi-Separateenvironmental analysis Corridor Parkuse trail thru the Stocklemier was completed. Mitigated (Phase II)Property and connect to Stevens negative declaration adopted by Creek Blvd.Expand Blue the City Council onJune 20, Pheasant parking lot and install 2006. Project aspects are likely a SCB crosswalk.Project to change and a separate includes restoration of 700 linear environmental analysis will be feet of Stevens Creek.completed. Stocklmeir Orchard Installtemporaryirrigation and Categorically Exempt. CEQA Irrigationrehabilitate an existing well to section 15301, Class 1h: preserve the heritage orange maintenance of existing orchard.landscaping;and CEQA section 15304, Class 4f: minor trenching and backfiling; CEQA section 15302, Class 2c: Replacement or reconstruction of existing utility systems, involving no expansion. Blackberry Farm Golf Replace the existing irrigation, Categorically Exempt. CEQA Course Irrigation cleanthe existing ponds, and section 15301, Class 1h: Upgradeand Hole restoreexisting well for water maintenance of existing th Modificationsupply. Modify the 8tee box and landscaping;CEQA section 15302, fairway.Class 2c: Replacement or reconstruction of existing utility systems, involving no expansion. Sports Ctr. Pool Remove existing pool & Categorically Exempt. CEQA Demo & Sports Courtbathhouse. Replace with an all-section 15303, Class 3e: building weather multipurpose court.of accessory structures. Quinlan Interior Correct ADA deficiencies and Categorically Exempt. CEQA Analysis & Upgradesupdate interior finishes, furniture, section 15301, Class 1a: minor fixtures and equipmentalteration of existing facilities. Pavement Ongoing maintenance of street Categorically Exempt. CEQA Managementpavement, which may include section 15301, Class 1c:repair & pothole filling, slurry sealing and maintenance of existing facilities, overlayment.such as streets. Curb, Gutter, Funds for the repair of curb, gutter Categorically Exempt. CEQA SidewalkRepairs&and sidewalkswhen they meet section 15301, Class 1c: repair & ADArampsrepair criteria, including maintenanceof existing facilities, accessibility upgrades.such as streets. 1 37 Attachment 4 Project TitleProject Description Environmental Review Notes Traffic signal battery Final phase to install battery back-Categorically Exempt. CEQA system backupup system on various traffic section 15301, Class 1c: minor signals.repair & maintenance of existing facilities, such as streets. Minor Storm Drain Funding for emergency repairs as Categorically Exempt. CEQA Improvementsneeded in various locations.section 15301, Class 1b: minor alteration of existing facilities 2 38 Attachment 5 General Plan Consistency NotesforFile #CP-2011-02 City of Cupertino First Year Programmed Projects 5-Year Capital Improvement Program Fiscal Years 2011-12to 2015-16 Project TitleProject Description General Plan ConsistencyNotes Stevens Creek Install bridge and extend multi-use Maintain usability of city parks. Corridor Park (Phase trail thru the Stocklemier Property See General Plan policies 2-69 and II)and connect to Stevens Creek Blvd.2-86, text pages 2-46, 2-51 and 2- Expand Blue Pheasant parking lot 52.Decrease reliance on private and install a SCB crosswalk.auto use. See General Plan policies 4-2, 4-3, 4-4, general plan text pages 2-51. Stocklmeir Orchard Install irrigation and rehabilitate an Maintain usability of city parks. Irrigationexisting well to preserve the See General Plan Policies 2-69 and heritage orange orchard2-86, text pages 2-46, 2-51&2-52. Blackberry Farm Golf Replace the existing irrigation, Maintain usability of city parks. Course Irrigation cleanthe existing ponds, andrestoreSee General Plan Policies 2-69 and Upgrade& Hole existing well for water supply.2-86, text pages 2-46, 2-51&2-52. th ModificationModify the 8tee box and fairway Sports Ctr. Pool Demo Remove existing pool &bathhouse. Maintain usability of city parks. & Sports CourtReplace with an all-weather See General Plan policies 2-69&2- Installationmultipurpose court.86, text pages 2-46, 2-51&2-52. Quinlan Interior Correct ASA deficiencies and Maintain usability of city parks. Analysis & Upgradesupdate interior finishes, furniture, See General Plan policies 2-69&2- fixtures and equipment86, text pages 2-46, 2-51&2-52. Pavement Ongoing maintenance of street Projects that improve the safety & Managementpavement, which may include functioning of the primary pothole filling, slurry sealing and circulation system. See policies 4- overlayment.1, 4-3, 4-6, 4-7&4-8. Curb, Gutter, Funds for the repair of curb, gutter Projects that reduce flood risks. See SidewalkRepairs&and sidewalks when they meet Flood Hazards General Plan text, ADArampsrepair criteria, including starting p. 6-25.Decrease reliance accessibility upgrades.on private auto use. See general plan policies 4-2, 4-3, 4-4, general plan text pages 2-51. Traffic signal battery Final phase to install battery back Projects that improve the safety & backup systemup system on various traffic signals.functioning of the primary circulation system. See policies 4- 1, 4-3, 4-6, 4-7&4-8. Minor Storm Drain Fundingfor emergency repairs as Projects that reduce flood risks. See Improvementsneeded in various locations.Flood Hazards General Plan text, starting page 6-25. 1 39 3: 41 42 43 44 45 46 47 48 49 4: 51 52 53 54 55 56 57 58 59 5: 61 62 63 64 65 66 67 68 69 6: 71 72 73 OFFICE OF COMMUNITY DEVELOPMENT CITY HALL CUPERTINO, CA 95014-3255 (408) 777--planning@cupertino.org PLANNING COMMISSION STAFF REPORT Agenda Item No. Agenda Date: May 24, 2011 Applications: U-2011-03, ASA-2011-04 Applicant: Edgar Elliott (Bay Club) Owner: Sear & Roebuck Co. Location: 10101 N. Wolfe Road (APN 316-20-080) APPLICATION SUMMARY: 1.Use Permit (U-2011-03) to allow a new health club to open at 5:30 a.m. on weekdays and at 6:30 a.m. on weekends. 2.Architectural and Site Approval (ASA-2011-04) for façade, landscaping, parking lot, and sidewalk enhancements, including a new trash enclosure to service an on-site café, inside a new health club facility. RECOMMENDATION: Staff recommends that the Planning Commission: Approve the Use Permit (U-2011-03) and Architectural and Site Approval (ASA-2011-04) in accordance with the model resolutions. PROJECT DATA: *The portion of the mall property that is owned by Sears General Plan Designation Commercial/Office/Residential Specific Plan Heart of the City (East)/South Vallco Master Plan Area Zoning Designation P (Planned Development) Environmental Assessment Categorically Exempt Lot Size 742,725 square feet/17.05 acres(net)* Existing Mall (s.f.) 1,202,350 square feet Existing Sears (s.f.) 257,548 square feet Proposed Health Club (s.f.) 66,207 square feet Proposed Sears (s.f.) 191,341 square feet Existing Parking Stalls (Mall) 4,886 spaces Required Parking Stalls 4,848 required (1/248s.f. per Mall Master Use Permit) Building Height No change BACKGROUND: Project Location and Surrounding Uses The project site is located at the northwest corner of N. Wolfe Road and Stevens Creek Boulevard at the Vallco Shopping Mall. The proposed project will convert approximately 26% of the existing Sears building into a health club. The proposed health club (Bay Club) is owned 74 ASA-2011-04, U-2011-03Bay Club (Western Athletic Club)May 24, 2011 Page 2 and operated by Western Athletic Clubs, a luxury health club chain with nine clubs located in The surrounding land uses to the north include the AMC theatres, Macy’s and the Vallco Mall. Comme are located across Stevens Creek Boulevard to the south. The Portal Plaza center borders the project site to the west, and the Metropolitan Condominiums, Menlo Equities office complex and the Rose Bowl development are located across N. Wolfe Road to the east. Vallco AMC Rosebowl MallTheaters residential project East Sears Bay lot Club Portal Plaza Menlo Shopping Center Sears Equities South parking lot Auto office Center complex StevensCreekBlvd StevensCreekBlvd FIGURE 1 Property line Gas Parking lot area of work United station Marketplace Furniture Int./ext. bldgarea of work Shopping Center on first level N N N Public ROW area of work DISCUSSION: Project Description The proposed Bay Club will occupy approximately 26% of the floor area of the Sears building. Sears will occupy the remaining 74% of the building space. In addition to the typical exercise and sports activities, the proposed club will also include the following functions: UseArea Café (open to the public)3,600 s.f. Pro Shop (open to the public)1,040 s.f. Day Spa (open to the public)2,520 s.f. Nail Salon (open to the public)520 s.f. On-site Child care (for members only)950 s.f. Teen Center (for members only)2,910 s.f. Exterior Building & Site Improvements In addition tointerior tenant improvements andland use changes, the project also proposes to following exterior and site improvements: 75 ASA-2011-04, U-2011-03 Bay Club (Western Athletic Club) May 24, 2011 Page 3 Comprehensive exterior façade improvements (along the portion of the Bay Club’s building frontage) Parking lot improvements (resurfacing and re-striping of parking spaces, enhancing the parking lot pedestrian walkways and landscaping) Public sidewalk and pedestrian scale lighting enhancements along the Stevens Creek Boulevard street frontage Hours of Operation The General Commercial (CG) Ordinance allows commercial businesses to be open outside of regular business hours (7:00 a.m. to 11:00 p.m.) with a Conditional Use Permit. Western Athletic Clubs states that they expect the busiest times of the day to be early in the morning, during the lunch hour and again during the evening. Consequently, in order to allow their members the ability to use the facility prior to the start of the workday, the applicant is requesting for a 5:30 a.m. opening time on weekday and a 6:30 a.m. opening time on weekends for the facility. Traffic, Parking and Circulation Analysis the traffic generated by the proposed sports club (see Attachment 2). A focused traffic analysis was prepared since the Sears store generates a minimal amount of traffic during the morning commute time; however, the health club generates 77 additional A.M. peak hour trips. Since both uses generate similar amounts of traffic during the evening commute period, a complete traffic analysis was not required. The traffic analysis concludes that the overall impact to the intersections studied is minimal and no traffic mitigation is required or recommended. Parking spaces at the mall are shared by all of the mall uses. The Vallco Shopping Mall has approximately 1,202,350 square feet of cumulative building area and about 4,886 total parking spaces. The City’s original approval for the mall prescribed a parking ratio of 1 space per 248 square foot for the mall or 4,849 spaces. The approved parking ratio was developed to accommodate all allowable uses including stores, restaurants, movie theaters, and fitness clubs. If all the parking stalls at the mall are considered, their currently is a surplus of 37 parking spaces. The mall currently has 999,099 square feet of occupied space (or an occupancy rate of 83 percent). including the parking areas in the immediately vicinity of the Bay Cl Club will provide site improvements that will add approximately 80 parking spaces. The project satisfies the City's requirements in terms of the required number of vehicular stalls; and dimensions for parking stalls and drive aisles. The proposed project will also add 30 bicycle parking racks in this area of the mall. Building Architecture The proposed façade improvements consist of a minimalistic and modern architectural theme. New building materials are introduced to provide additional texture and visual interest, such as aluminum panels at the street level and white integral color stucco panels with aluminum reveals. Additionally, in order to visually differentiate the Sears façade from the Bay Club façade, a green screen is proposed with climbing vines on both the east and the south elevations of the building (see Plan Set). 76 ASA-2011-04, U-2011-03 Bay Club (Western Athletic Club) May 24, 2011 Page 4 The café proposed at the street level is located in the south east corner of the building. It will have large openings on both the sides of the building that open on to the sidewalk activating the street level and adding interest to the corner. Site Improvements and Landscaping The project proposes to enhance two parking areas (1 above) immediately east and south of the building. A new trash enclosure, an accessible path of travel and tree wells are being added to the east parking lot along Wolfe Road while an accessible path of travel, tree wells and landscape islands are being added to the south parking lot along Stevens Creek Boulevard. The project will include the repaving and restriping of the currently unimproved area at the intersection of Stevens Creek Boulevard and Wolfe Road. The applicant proposes to plant 110 low and medium water use 24-inch box trees in new tree wells and shrubs in some of the existing landscape islands in the parking lot. The project also proposes a new sidewalk along the Stevens Creek Boulevard frontage from the driveway along Stevens Creek Boulevard to the existing construction fencing on site (identified ) consistent with the requirements of the Heart of the City Specific Plan. The scale lighting is proposed near the sidewalk to illuminate the path. Other Departments’ Review Department, and the Cupertino Sanitary District reviewed the project and have no objections to the project. Their pre-hearing comments have been incorporated as conditions of approval. Environmental Assessment The project is categorically exempt from the California Environmental Quality Act (CEQA) per sections 15301, (Interior/exterior alterations, demolition of small commercial structures), 15304 (Minor alterations to land), and 15332 (Infill development) of the CEQA Guidelines. Prepared by: Piu Ghosh, Associate Planner Reviewed by: Approved by: ______________________________ ___________________________ Gary Chao Aarti Shrivastava City Planner Community Development Director ATTACHMENTS: Attachment 1. Model Resolutions Attachment 2: Attachment 3. Plan Set 77 Attachment 1 U-2011-03 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO APPROVING A USE PERMIT TO ALLOW A NEW HEALTH CLUB TO OPEN AT 5:30 A.M. ON WEEKDAYS AND 6:30 A.M. ON WEEKENDS LOCATED AT 10101 N. WOLFE ROAD SECTION I: PROJECT DESCRIPTION Application No.: U-2011-03 Applicant: Western Athletic Club Property Owner: Sears Roebuck & Company Location: 10101 N. Wolfe Road (APN: 316 20 080) SECTION II: FINDINGSFOR USE PERMIT: WHEREAS, the Planning Commission of the City of Cupertino received an application for a Use Permit as described in Section I. of this Resolution; and WHEREAS, the necessary public notices have been given as required by the Procedural Ordinance of the City of Cupertino, and the Planning Commission has held at least one public hearing in regard to the application; and WHEREAS, the applicant has met the burden of proof required to support said application; and WHEREAS, the Planning Commission finds as follows with regard to this application: a) The proposed use, at the proposed location, will not be detrimental or injurious to property or improvements in the vicinity, and will not be detrimental to the public health, safety, general welfare, or convenience; b) The proposed use will be located and conducted in a manner in accord with the Cupertino Comprehensive General Plan and the purpose of the City’s zoning ordinances. NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this matter, subject to the conditions which are enumerated in this Resolution beginning on PAGE 2 thereof, the application for a Use Permit, Application no. U-2011-03 is hereby approved, and That the subconclusions upon which the findings and conditions specified in this Resolution are based and contained in the Public Hearing record concerning Application no. U-2011-03 as set forth in the Minutes of Planning Commission Meeting of May 24, 2011, and are incorporated by reference as though fully set forth herein. 78 Resolution No. U-2011-03 May 24, 2011 Page - 2 - SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS This approval is based on Exhibits titled “Bay Club Cupertino, Use Permit Application, 10101 N Wolfe Road” prepared by Form 4 Architecture, Inc. dated 3-15-2011 consisting of pages A0.0 – A0.12, C1.0, except as may be amended by the Conditions contained in this Resolution. 2. CONCURRENT APPROVAL CONDITIONS The conditions of approval contained in file no. ASA-2011-04 shall be applicable to this approval. 3. HOURS OF OPERATION The applicant is approved for the following hours of operation: Monday – Friday: 5:30 a.m. – 11:00 p.m. Saturday – Sunday: 6:30 a.m. – 11:00 p.m. 4. CONSULTATION WITH OTHER DEPARTMENTS The applicant isresponsible to consult with other agencies with regard to the proposed project for additional conditions and requirements. Any misrepresentation of any submitted data may invalidate an approval by the Community Development Department. 5. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPARTMENT 1. CONCURRENT APPROVAL CONDITIONS The conditions of approval contained in file no. ASA-2011-04 shall be applicable to this approval. PASSED AND ADOPTED this 24th day of May, 2011,Regular Meeting of the Planning Commission of the City of Cupertino, State of California, by the following roll call vote: AYES: COMMISSIONERS: NOES: COMMISSIONERS: ABSTAIN: COMMISSIONERS: ABSENT: COMMISSIONERS: ATTEST: APPROVED: Aarti Shrivastava Winnie Lee, Chair Director of Community Development Cupertino Planning Commission G:\\Planning\\PDREPORT\\RES\\2011\\U-2011-03 res.doc 79 ASA-2011-04 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO APPROVING AN ARCHITECTURAL AND SITE APPROVAL FOR FAÇADE, LANDSCAPING, PARKING LOT AND SIDEWALK ENHANCEMENTS, INCLUDING A NEW TRASH ENCLOSURE TO SERVICE AN ON-SITE CAFÉ INSIDE A NEW HEALTH CLUB FACILITY LOCATED AT 10101 N. WOLFE ROAD. SECTION I: PROJECT DESCRIPTION Application No.: ASA-2011-04 Applicant: Western Athletic Club Property Owner: Sears Roebuck Company Location: 10101 N. Wolfe Road (APN: 316 20 080) SECTION II: FINDINGSFOR ARCHITECTURAL AND SITE APPROVAL: WHEREAS, the Planning Commission of the City of Cupertino received an application for an Architectural and Site Approval as described in Section I. of this Resolution; and WHEREAS, the necessary public notices have been given as required by the Procedural Ordinance of the City of Cupertino, and the Planning Commission has held at least one public hearing in regard to the application; and WHEREAS, the applicant has met the burden of proof required to support said application; and WHEREAS, the Planning Commission finds as follows with regard to this application: 1. The proposal, at the proposed location, will not be detrimental or injurious to property or improvements in the vicinity, and will not be detrimental to the public health, safety, general welfare, or convenience; 2. The proposal is consistent with the purposes of Chapter 19.134, Architectural and Site Review, of the Cupertino Municipal Code, the General Plan, any specific plan, zoning ordinances, applicable planned development permit, conditional use permits, variances, subdivision maps or other entitlements to use which regulate the subject property including, but not limited to, adherence to the following specific criteria: a) Design harmony between new and existing buildings have been preserved and the materials, textures and colors of new buildings harmonize with adjacent development with design and color schemes, and with the future character of the neighborhood and purposes of the zone in which it is situated. The location, height and materials of hedges and screen planting harmonize with adjacent development. Unsightly storage areas, utility installations and unsightly elements of parking lots have been concealed. Ground cover or various types of pavements have been used to prevent dust and erosion, and the unnecessary destruction of G:\\Planning\\PDREPORT\\RES\\2011\\ASA-2011-04 res.doc 7: Resolution No. ASA-2011-04 May 24, 2011 Page - 2 - existing healthy trees havebeenavoided. Lighting for development isadequate to meet safety requirements as specified by the engineering and building departments, and shielding to adjoining property owners. NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this matter, subject to the conditions which are enumerated in this Resolution beginning on PAGE 2 thereof, the application for an Architectural and Site Approval, Application no. ASA-2011-04 is hereby approved, and That the subconclusions upon which the findings and conditions specified in this Resolution are based and contained in the Public Hearing record concerning Application no.(s) ASA-2011-04 as set forth in the Minutes of Planning Commission Meeting of May 24, 2011, and are incorporated by reference as though fully set forth herein. SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS This approval is based on Exhibits titled “Bay Club Cupertino, Use Permit Application, 10101 N Wolfe Road” prepared by Form 4 Architecture, Inc. dated 3-15-2011 consisting of pages A0.0 – A0.12, C1.0, except as may be amended by the Conditions contained in this Resolution. 2. ACCURACY OF PROJECT PLANS The applicant/property owner is responsible to verify all pertinent property data including but not limited to property boundary locations, building setbacks, property size, building square footage, any relevant easements and/or construction records. Any misrepresentation of any property data may invalidate this approval and may require additional review. 3. CONCURRENT APPROVAL CONDITIONS The conditions of approval contained in file no. U-2011-03 shall be applicable to this approval. 4. DEVELOPMENT APPROVAL Architectural and Site Approval is granted to for façade, landscaping, parking lot and sidewalk enhancements, including a new trash enclosure to service an on-site café inside a new health club facility located inside the Sears store. The Planning Commission shall review amendments to the project considered major by the Director of Community Development. 5. PARKING LOT IMPROVEMENTS Parking lot improvements as shown on the plans shall be completed, to the satisfaction of the Director of Community Development, prior to final occupancy. 6. ACCESSIBLE PATHWAYS The final location and design of the accessible pathways shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. 81 Resolution No. ASA-2011-04 May 24, 2011 Page - 3 - 7.TRASH ENCLOSURE The final design of the trash enclosure shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. 8.SIGNAGE Signage is not approved with this Architectural and Site Approval application. Signage shall conform to the City Sign Ordinance (Title 17 of the Cupertino Municipal Code) and Heart of the City Specific Plan. 9. SIGN PROGRAM Any signage proposed for this use must be in conformance with the Vallco Shopping Mall’s Master Sign Program. If needed, the sign program shall be reviewed and approved by the Director of Community Development. 10. SCREENING All new mechanical and other equipment on the building or on the site shall be screened so they are not visible from public street areas or adjoining developments. Screening materials/colors shall match building features and materials. The height of the screening shall be taller than the height of the mechanical equipment that it is designed to screen. The location of equipment and necessary screening shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. 11. TRASH AND DELIVERY ACTIVITIES A detailed refuse and truck delivery plan shall be prepared by the applicant. The plan shall specify locations of trash facilities, refuse pick up schedules and truck delivery schedules and routes. All trash facilities must be screened and enclosed to the satisfaction of the Director of Community Development. The final plan shall be submitted to the City for review and approval prior to issuance of building permits. 12. TREE PROTECTION Prior to building permit issuance, construction, grading and all associated plans shall be reviewed by the City’s Consulting Arborist to ensure that the design of the detached sidewalk and accessible pathways is such that they are installed at grade to minimize impacts. The City’s consulting arborist shall verify that the tree protection measures are in place prior to construction/demolition. A list of the tree protection measures shall be placed in the construction plan set and posted on tree protection fences. A report ascertaining the good health of the trees mentioned above shall be provided prior to issuance of final occupancy. 13. LANDSCAPE PROJECT SUBMITTAL Prior to issuance of building permits, the applicant shall submit a full landscape project submittal per section 14.15.040 of the Landscaping Ordinance. The Water-Efficient Design Checklist (Appendix A of Chapter 14.15), Landscape and Irrigation Design Plans, and Water Budget Calculations shall be reviewed and approved to the satisfaction of the Director of Community Development prior to issuance of building permits. 14. LANDSCAPE INSTALLATION REPORT The project is subject to all provisions delineated in the Landscape Ordinance (CMC, Chapter 14.15). A landscape installation audit shall be conducted by a certified landscape professional 82 Resolution No. ASA-2011-04 May 24, 2011 Page - 4 - after the landscaping and irrigation system have been installed. The findings of the assessment shall be consolidated into a landscape installation report. The landscape installation report shall include, but is not limited to: inspection to confirm that the landscaping and irrigation system are installed as specified in the landscape and irrigation design plan, system tune-up, system test with distribution uniformity, reporting overspray or run-off that causes overland flow, and preparation of an irrigation schedule. The landscape installation report shall include the following statement: “The landscape and irrigation system have been installed as specified in the landscape and irrigation design plan and complies with the criteria of the ordinance and the permit.” 15. LANDSCAPE AND IRRIGATION MAINTENANCE Per the Landscape Ordinance (CMC, Chapter 14.15), a maintenance schedule shall be established and submitted to the Director of Community Development or his/her designee, either with the landscape application package, with the landscapeinstallation report, or any time before the landscape installation report is submitted. a) Schedules should take into account water requirements for the plant establishment period and water requirements for established landscapes. b) Maintenance shall include, but not be limited to the following: routine inspection; pressure testing, adjustment and repair of the irrigation system; aerating and de-thatching turf areas; replenishing mulch; fertilizing; pruning; replanting of failed plants; weeding; pest control; and removing obstructions to emission devices. c) Failed plants shall be replaced with the same or functionally equivalent plants that may be size-adjusted as appropriate for the stage of growth of the overall installation. Failing plants shall either be replaced or be revived through appropriate adjustments in water, nutrients, pest control or other factors as recommended by a landscaping professional. 16. NOISE MITIGATION MEASURES The project and subsequent operations shall comply with the City’s Community Noise Control Ordinance (Chapter 10.48 of the CMC). In addition, the following mitigation measures shall be taken in order to reduce noise event impacts to nearby receptor areas: a) Delivery trucks shall be turned off while unloading products at the loading dock. b) Construction equipment shall be have quiet design features, be well-maintained, and have a high quality muffler system. c) Temporary plywood enclosures shall be erected around stationary equipment that produces excessive noise at nearby receptors. d) Unnecessary idling of machines when not in use shall be prohibited. e) Good maintenance and lubrication procedures shall be used to reduce operating noise. 17. PRE-CONSTRUCTION MEETING Prior to commencement of construction activities, the applicant shall arrange for a pre- construction meeting with the pertinent departments (Building, Planning, and Public Works) to review an applicant-prepared construction management plan including, but not limited to, plan for compliance with conditions of approval, staging of construction equipment, tree protection, public access, and noise and dust control. 18. CONSTRUCTION HOURS Construction activities shall be limited to Monday through Friday, 7 a.m. to 8 p.m. and Saturday and Sunday, 9 a.m. to 6 p.m. Construction activities are not allowed on holidays. The developer shall be responsible for educating all contractors and subcontractors of said construction restrictions. Rules and regulation pertaining to all construction activities and limitations 83 Resolution No. ASA-2011-04 May 24, 2011 Page - 5 - identified in this permit, along with the name and telephone number of a developer appointed disturbance coordinator, shall be posted in a prominent location at the entrance to the job site. 19. DEMOLITION REQUIREMENTS All demolished building and site materials shall be recycled to the maximum extent feasible subject to the Building Official. The applicant shall provide evidence that materials were recycled prior to issuance of final demolition permits. 20.DUST CONTROL The following construction practices shall be implemented during all phases of construction for the proposed project to prevent visible dust emissions from leaving the site: a) Water all active construction areas at least twice daily and more often during windy periods to prevent visible dust from leaving the site; active areas adjacent to windy periods; active areas adjacent to existing land uses shall be kept damp at all times, or shall be treated with non-toxic stabilizers or dust palliatives. b) Cover all trucks hauling soil, sand, and other loose materials or require all trucks to maintain at least 2 feet of freeboard; c) Pave, apply water at least three times daily, or apply (non-toxic) soil stabilizers on all unpaved access roads, parking areas and staging areas at construction sites. d) Sweep streets daily, or more often if necessary (preferably with water sweepers) if visible soil material is carried onto adjacent public streets. e) The applicant shall incorporate the City’s construction best management practices into the building permit plan set. 21. EXTERIOR BUILDING MATERIALS/TREATMENTS Final building exterior treatment plan (including but not limited to details on exterior color, material, architectural treatments and/or embellishments) shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. The final building exterior plan shall closely resemble the details shown on the original approved plans. Any exterior changes determined to be substantial by the Director of Community Development shall require a modification approval with neighborhood input. 22. CONSULTATION WITH OTHER DEPARTMENTS The applicant is responsible to consult with other departments and/or agencies with regard to the proposed project for additional conditions and requirements. Any misrepresentation of any submitted data may invalidate an approval by the Community Development Department. 23. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. 84 Resolution No. ASA-2011-04 May 24, 2011 Page - 6 - SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPARTMENT 1.STREET WIDENING Public street widening and dedications shall be provided in accordance with City Standards and specifications and as required by the City Engineer. 2.CURB AND GUTTER IMPROVEMENTS Curbs and gutters, sidewalks and related structures shall be installed in accordance with grades and standards as specified by the City Engineer. 3. STREET LIGHTING INSTALLATION Street lighting shall be installed and shall be as approved by the City Engineer. Lighting fixtures shall be positioned so as to preclude glare and other forms of visual interference to adjoining properties, and shall be no higher than the maximum height permitted by the zone in which the site is located. 4. GRADING Grading shall be as approved and required by the City Engineer in accordance with Chapter 16.08 of the Cupertino Municipal Code. 401 Certifications and 404 permits maybe required. Please contact Army Corp of Engineers and/or Regional Water Quality Control Board as appropriate. 5. DRAINAGE Drainage shall be provided to the satisfaction of the City Engineer. Hydrology and pre- and post- development hydraulic calculations must be provided to indicate whether additional storm water control measures are to be constructed or renovated. The storm drain system may include, but is not limited to, subsurface storage of peak stormwater flows (as needed), bioretention basins, vegetated swales, and hydrodynamic separators to reduce the amount of runoff from the site and improve water quality. The storm drain system shall be designed to detain water on-site (e.g., via buried pipes, retention systems or other approved systems and improvements) as necessary to avoid an increase of one percent flood water surface elevation of the culvert to the satisfaction of the City Engineer. 6. UNDERGROUND UTILITIES The developer shall comply with the requirements of the Underground Utilities Ordinance No. 331 and other related Ordinances and regulations of the City of Cupertino, and shall coordinate with affected utility providers for installation of underground utility devices. The developer shall submit detailed plans showing utility underground provisions. Said plans shall be subject to prior approval of the affected Utility provider and the City Engineer. 7. BICYCLE PARKING The developer shall provide bicycle parking consistent with the City’s requirements to the satisfaction of the City Engineer. 8. IMPROVEMENT AGREEMENT The project developer shall enter into a development agreement with the City of Cupertino providing for payment of fees, including but not limited to checking and inspection fees, storm drain fees, park dedication fees and fees for under grounding of utilities. Said agreement shall be executed prior to issuance of construction permits 85 Resolution No. ASA-2011-04 May 24, 2011 Page - 7 - Fees: a. Checking & Inspection Fees: $ Per current fee schedule ($2,468.00 or 5%) b. Grading Permit: $ Per current fee schedule ($2,217.00 or 5%) c. Development Maintenance Deposit: $ 1,000.00 d. Storm Drainage Fee: $ TBD e. Power Cost: ** f. Map Checking Fees: $ Per current fee schedule ($7,817.00) g. Park Fees: $ Per current fee schedule (N/A) h. Street Tree By Developer ** Based on the latest effective PG&E rate schedule approved by the PUC Bonds: Faithful Performance Bond: 100% of Off-site and On-site Improvements Labor & Material Bond: 100% of Off-site and On-site Improvement On-site Grading Bond: 100% of site improvements. -The fees described above are imposed based upon the current fee schedule adopted by the City Council. However, the fees imposed herein may be modified at the time of recordation of a final map or issuance of a building permit in the event of said change or changes, the fees changed at that time will reflect the then current fee schedule. 9. TRANSFORMERS Electrical transformers, telephone vaults and similar above ground equipment enclosures shall be screened with fencing and landscaping or located underground such that said equipment is not visible from public street areas. The transformer shall not be located in the front or side building setback area. 10. BEST MANAGEMENT PRACTICES Utilize Best Management Practices (BMPs), as required by the State Water Resources Control Board, for construction activity, which disturbs soil. BMP plans shall be included in grading and street improvement plans. 11. NPDES CONSTRUCTION GENERAL PERMIT When and where it is required by the State Water Resources Control Board (SWRCB), the developer must obtain a Notice of Intent (NOI) from the SWRCB, which encompasses preparation of a Storm Water Pollution Prevention Plan (SWPPP), use of construction Best Management Practices (BMPs) to control storm water runoff quality, and BMP inspection and maintenance. 12. C.3 REQUIREMENTS C.3 regulated improvements are required for all projects creating and/or replacing 10,000 S.F. or more of impervious surface (collectively over the entire project site). The developer shall reserve a minimum of 4% of developable surface area for the placement of low impact development measures, for storm water treatment, on the tentative map, unless an alternative storm water treatment plan, that satisfies C.3 requirements, is approved by the City Engineer. The developer must include the use and maintenance of site design, source control and storm water treatment Best Management Practices (BMPs), which must be designed per approved numeric sizing criteria. A Storm Water Management Plan, Storm Water Facilities Easement 86 Resolution No. ASA-2011-04 May 24, 2011 Page - 8 - Agreement, Storm Water Facilities Operation and Maintenance Agreement, and certification of ongoing operation and maintenance of treatment BMPs are each required. All storm water management plans are required to obtain certification from a City approved third party reviewer. 13. EROSION CONTROL PLAN The developer must provide an approved erosion control plan by a Registered Civil Engineer. This plan should include all erosion control measures used to retain materials on site. Erosion control notes shall be stated on the plans. 14. WORK SCHEDULE Every 6 months, the developer shall submit a work schedule to the City to show the timetable for all grading/erosion control work in conjunction with this project. 15. OPERATIONS & MAINTENANCE AGREEMENT The developer shall enter into an Operations & Maintenance Agreement with the City prior to final occupancy. The Agreement shall include the operation and maintenance for non-standard appurtenances in the public road right-of-way that may include, but is not limited to, sidewalk, pavers, and street lights. 16. BUS STOP LOCATION The developer shall improve bus stops along the Stevens Creek Boulevard frontage to the satisfaction of the City Engineer; this may include consistent shelters for the bus stops, but will not include duck outs or relocation of the bus stops. 17. TRAFFIC CONTROL PLAN The developer must submit a traffic control plan by a Registered Traffic Engineer to be approved by the City. The plan shall include a temporary traffic control plan for work in the right of way as well as a routing plan for all vehicles used during construction. All traffic control signs must be reviewed and approved by the City prior to commencement of work. The City has adopted Manual on Uniform Traffic Control Devices (MUTCD) standards for all signage and striping work throughout the City. 18. TRAFFIC SIGNS Traffic control signs shall be placed at locations specified by the City. 19. TRASH ENCLOSURES The trash enclosure plan must be designed to the satisfaction of the Environmental Programs Manager. Clearance by the Public Works Department is needed prior to obtaining a building permit. 20. REFUSE TRUCK ACCESS The developer must obtain clearance from the Environmental Programs Manager in regards to refuse truck access for the proposed development. 21. STREET TREES Street trees shall be planted within the Public Right of Way to the satisfaction of the City Engineer and shall be of a type approved by the City in accordance with Ordinance No. 125. 87 Resolution No. ASA-2011-04 May 24, 2011 Page - 9 - 22.FIRE PROTECTION Fire sprinklers shall be installed in any new construction to the approval of the City. 23.SANTA CLARA COUNTY FIRE DEPARTMENT A letter of clearance for the project shall be obtained from the Santa Clara County Fire Department prior to issuance of building permits. 24.FIRE HYDRANT Fire hydrants shall be located as required by the City and Santa Clara County Fire Department as needed. 25. SANTA CLARA WATER DISTRICT CLEARANCE Provide Santa Clara water district approval before issuance of a building permit. The developer shall pay for and obtain Water District permit for activities or modifications within the District easement or fee right of way or affecting District facilities. 26. CALIFORNIA WATER SERVICE COMPANY CLEARANCE Provide California Water Service Company approval before issuance of a building permit approval. 27. SANITARY DISTRICT A letter of clearance for the project shall be obtained from the Cupertino Sanitary District prior to issuance of building permits. 28. UTILITY EASEMENTS Clearance approvals from the agencies with easements on the property (including PG&E, PacBell, and California Water Company, and/or equivalent agencies) will be required prior to issuance of building permits. 29. EMERGENCY VEHICLE PREEMPTION FUND The Developer is required to pay $5,000.00 to fund one Emergency Vehicle Preemption device for a traffic signal at one of the adjacent intersections. th PASSED AND ADOPTED this 24 day of May, 2011,Regular Meeting of the Planning Commission of the City of Cupertino, State of California, by the following roll call vote: AYES: COMMISSIONERS: NOES: COMMISSIONERS: ABSTAIN: COMMISSIONERS: ABSENT: COMMISSIONERS: ATTEST: APPROVED: Aarti Shrivastava Winnie Lee, Chairperson Director of Community Development Cupertino Planning Commission G:\\Planning\\PDREPORT\\RES\\2011\\ASA-2011-04 res.doc 88 Attachment 2 Cbz!Dmvc!Dvqfsujop Gpdvtfe!Usbotqpsubujpo!Jnqbdu!Bobmztjt Gjobm!Sfqpsu Qsfqbsfe!gps;Qsfqbsfe!cz; 271!Xftu!Tboub!Dmbsb!Tusffu Tvjuf!786 Tbo!Kpt Ľ-!DB!:6224 Nbz!3122 89 Bay Club Cupertino Focused TIA May 2011 8: Bay Club Cupertino Focused TIA May 2011 91 Bay Club Cupertino Focused TIA May 2011 92 Bay Club Cupertino Focused TIA May 2011 93 Bay Club Cupertino Focused TIA May 2011 th Trip Generation, 8 Edition Existing Conditions Existing PlusProject Conditions Cumulative Conditions Cumulative Plus Project Conditions 94 Bay Club Cupertino Focused TIA May 2011 Highway Capacity Manual 95 Bay Club Cupertino Focused TIA May 2011 Existing Conditions Existing PlusProject Conditions Cumulative Conditions Cumulative Plus Project Conditions 96 wf hf!B sje svof Q 280 z !Qlx mmdp Wb 3 TJUF sffl!Cmwe Tufwfot!D 1 2 Mfhfoe!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! 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X Tuvez!Joufstfdujpot Gffu BN!Qfbl.Ipvs!Wpmvnf! 13616118612-111 YY Existing Intersection AM Peak Hour Volumes, Lane Configurations, and Traffic Control Devices Nbz!3122 Gjhvsf!6 TK22.2362 :6 Bay Club Cupertino Focused TIA May 2011 Highway Capacity Manual Field Observations :7 Bay Club Cupertino Focused TIA May 2011 Trip Generation th Trip Generation, 8 Edition :8 Bay Club Cupertino Focused TIA May 2011 Pass-by Reduction Subtotal1,85034437710977186 Pass-by Reduction Subtotal2,420000106120226 Trip Distribution Trip Assignment :9 spfu!sjq!jhofou 234 21 325 pmf!pb Tuffo!Dsff!Cmbmmp!bsbz Tuffo!Dsff!Cm sjfbz 326 6 3 2 pmf!pb Njmmfs!f spfu!sjq!jusjcvujpo 391 40% xz p!Ql bmmd W 4 TJUF e !Dsffl!Cmw Tufwfot 2 3 20% 30% 10% Mfhfoe!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! Y Tuvez!Joufstfdujpot Mfhfoe!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! BN!Qfbl.Ipvs! Y Tuvez!Joufstfdujpot Qspkfdu!Usjq! 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X Tuvez!Joufstfdujpot Gffu BN!Qfbl.Ipvs!Wpmvnf! 13616118612-111 YY Existing Plus Project AM Peak Hour Volumes, Lane Configurations, and Traffic Control Devices Nbz!3122 Gjhvsf!8 TK22.2362 211 Bay Club Cupertino Focused TIA May 2011 Highway Capacity Manual 212 Bay Club Cupertino Focused TIA May 2011 Vehicular Access Driveway Consolidation Vehicular On-Site Circulation 213 Bay Club Cupertino Focused TIA May 2011 214 Bay Club Cupertino Focused TIA May 2011 215 Bay Club Cupertino Focused TIA May 2011 Highway Capacity Manual 216 Dvnvmbujwf!Dpoejujpot 123 29252284 1 352726495583973312165558:14583 639461 Xpmgf!Spbe Wbmmdp!Qbslxbz Tufwfot!Dsffl!CmweTufwfot!Dsffl!Cmwe Esjwfxbz 3559339 31 2129739 32 2132 311:53247254 219624 2428 Njmmfs!Bwf Xpmgf!Spbe Dvnvmbujwf!Qmvt!Qspkfdu!Dpoejujpot 123 29252284 1 3735265655839:3392175559154583 639461 Xpmgf!Spbe Tufwfot!Dsffl!CmweWbmmdp!Qbslxbz Tufwfot!Dsffl!Cmwe Esjwfxbz 4259554 31 2129744 2132 32 314:53247254 219724 242: Njmmfs!Bwf Xpmgf!Spbe 280 3 TJUF ffl!Cmwe ufwfot!Ds T 1 2 Mfhfoe!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! X Tuvez!Joufstfdujpot Gffu BN!Qfbl.Ipvs!Wpmvnf! 13616118612-111 YY Cumulative and Cumulative Plus Project AM Peak-Hour Volumes, Lane Configurations, and Traffic Control Devices Nbz!3122 Gjhvsf!9 TK22.2362 217 Bay Club Cupertino Focused TIA May 2011 218 Bay Club Cupertino Focused TIA May 2011 219 Traffic Data Service Campbell, CA (408) 377-2988 tdsbay@cs.com Groups Printed- Vehicles N. WOLFE RDVALLCO PKWYN. WOLFE RDVALLCO PKWY SouthboundWestboundNorthboundEastbound LeftThru Right PedsLeftThru Right PedsLeftThru Right PedsLeftThru Right Peds Int. Total Start Time App. TotalApp. TotalApp. TotalApp. Total 07:00 AM11126001373050811262012900000274 07:15 AM29157001868011120123121025300022461 07:30 AM39136121783119023134622036900011571 07:45 AM2416551195312012542445125400011475 Total103584636961725527679475011005000441781 08:00 AM35204212424115020124816026500134531 08:15 AM61207262766024232435632239400000702 08:30 AM47164482232012115135731038910001628 08:45 AM53186502444114322132227035000000616 Total1967611315985162656897128310621398101352477 Grand Total299134519181681334120816514223015632403101794258 Apprch %17.8801.11.1202.472.74.80.692.86.50.111.1011.177.8 Total %731.60.40.439.50.80.12.80.23.90.352.43.70.156.40000.20.2 N. WOLFE RDVALLCO PKWYN. WOLFE RDVALLCO PKWY SouthboundWestboundNorthboundEastbound Right PedsLeftThru Right PedsLeftThru Right PedsLeftThru Right Peds Start TimeLeftThru Int. Total App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM35204212424115020124816026500134531 08:15 AM61207262766024232435632239400000702 08:30 AM47164482232012115135731038910001628 08:45 AM53186502444114322132227035000000616 Total Volume 1967611315985162656897128310621398101352477 % App. Total 19.977.31.31.5182.2736.70.591.87.60.12002060 PHF.803.919.650.469.892.667.500.677.500.695.438.898.828.250.887.250.000.250.250.313.882 21: Traffic Data Service Campbell, CA (408) 377-2988 tdsbay@cs.com 221 Traffic Data Service Campbell, CA (408) 377-2988 tdsbay@cs.com 222 Traffic Data Service Campbell, CA (408) 377-2988 tdsbay@cs.com 223 Traffic Data Service Campbell, CA (408) 377-2988 tdsbay@cs.com Groups Printed- Vehicles PERIMETER RDSTEVENS CREEK BLVDPERIMETER RDSTEVENS CREEK BLVD SouthboundWestboundNorthboundEastbound LeftThru Right PedsLeftThru Right PedsLeftThru Right PedsLeftThru Right Peds Int. Total Start Time App. TotalApp. TotalApp. TotalApp. Total 07:00 AM00000212400126000110940094221 07:15 AM1000161782018600235122000221413 07:30 AM0030382642027400235012900129411 07:45 AM0002283031331500167112800129453 Total10326248695390100513182571005731498 08:00 AM301261044330456214411218430189662 08:15 AM30126113393035330429123920242610 08:30 AM3062112030040324418215122230226576 08:45 AM404210113014031610528323520240574 Total13012833521383140144910221104378801008972422 Grand Total14015103976225219323501022623619145110014703920 Apprch %35.9038.525.63.295.80.80.116.43.342.637.70.698.70.70 Total %0.400.40.311.957.40.50.159.90.30.10.70.61.60.2370.3037.5 PERIMETER RDSTEVENS CREEK BLVDPERIMETER RDSTEVENS CREEK BLVD SouthboundWestboundNorthboundEastbound Right PedsLeftThru Right PedsLeftThru Right PedsLeftThru Right Peds Start TimeLeftThru Int. Total App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM301261044330456214411218430189662 08:15 AM30126113393035330429123920242610 08:30 AM3062112030040324418215122230226576 08:45 AM404210113014031610528323520240574 Total Volume 13012833521383140144910221104378801008972422 % App. Total 39.4036.424.23.695.41023.34.748.823.30.898.11.10 PHF.813.000.500 1.000.750.650.780.875.000.794.625.500.656.625.717.583.921.833.000.927.915 224 Traffic Data Service Campbell, CA (408) 377-2988 tdsbay@cs.com 225 226 Traffic Data Service Campbell, CA (408) 377-2988 tdsbay@cs.com 227 Traffic Data Service Campbell, CA (408) 377-2988 tdsbay@cs.com 228 Traffic Data Service Campbell, CA (408) 377-2988 tdsbay@cs.com 229 Traffic Data Service Campbell, CA (408) 377-2988 tdsbay@cs.com 22: Traffic Data Service Campbell, CA (408) 377-2988 tdsbay@cs.com Groups Printed- Vehicles DRIVEWAY 1DRIVEWAY 2 SouthboundWestboundNorthboundEastbound INThru Right PedsIN OUT IN OUT LeftThru Right Peds Int. Total Start Time App. TotalApp. TotalApp. TotalApp. Total 05:00 PM000001240016160070000023 05:15 PM00000930012160070000019 05:30 PM00000920011030030000014 05:45 PM000001360019040040000023 Total000004315005821900210000079 06:00 PM000001260018080080000026 06:15 PM00000930012040040000016 06:30 PM0000032005080080000013 06:45 PM00000830011070070000018 Total000003214004602700270000073 Grand Total00000752900104246004800000152 Apprch %000072.127.9004.295.8000000 Total %0000049.319.10068.41.330.30031.600000 DRIVEWAY 1DRIVEWAY 2 SouthboundWestboundNorthboundEastbound Right PedsINOUTINOUTLeftThru Right Peds Start TimeINThru Int. Total App. TotalApp. TotalApp. TotalApp. Total Peak Hour Analysis From 05:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:15 PM 05:15 PM00000930012160070000019 05:30 PM00000920011030030000014 05:45 PM000001360019040040000023 06:00 PM000001260018080080000026 Total Volume 000004317006012100220000082 % App. Total 000071.728.3004.595.5000000 PHF.000.000.000.000.000.827.708.000.000.789.250.656.000.000.688.000.000.000.000.000.788 231 Traffic Data Service Campbell, CA (408) 377-2988 tdsbay@cs.com 232 Bay Club Cupertino Focused TIA May 2011 233 Qbhf!2.2! MPT)tfd*W0DDibohf)tfd*DibohfMPT)tfd*W0D)tfd* Qspkfdu!Obnf Qspkfdu!Ovncfs Gvuvsf!Wpmvnf!Bmufsobujwf Npo!Nbz!13!25;57;34!3122 Dpqzsjhiu!)d*!3119!Epxmjoh!Bttpdjbuft-!Jod/Mjdfotfe!up!GFIS!'!QFFST!!XBMOVU!DSL BwhBwhBwhBwhBwh Tvnnbsz!Tdfobsjp!Dpnqbsjtpo!Sfqpsu!)Xjui!Bwfsbhf!Dsjujdbm!Efmbz* Fyjtujoh!BNFyjtujoh,Qk!BN@@@@@@ EfmDsjuEfmEfmDsjuEfmEfmDsjuW0DEfmEfmEfmDsjuEfm BwhDsjuBwhDsjuBwhDsjuDsjuDsjuBwhDsju DPNQBSFJoufstfdujpoMPT)tfd*W0D)tfd*MPT)tfd*W0D)tfd*$2Qfsjnfufs!Se0Tufwfot!Dsffl!CmweB9/51/3935/8B9/81/3:26/3@yy/yy/yyyy/yyyyy/yyy/y@yy/yy/yyyyy/y$3Xpmgf!Se.Njmmfs!Bwf0Tufwfot!Dsffl!CmweE,49/81/81851/ 4E,49/:1/82651/8@yy/yy/yyyy/yyyyy/yyy/y@yy/yy/yyyyy/y$4Xpmgf!Se0Wbmmdp!QlxzC28/:1/49829/5C.29/11/4:829/9@yy/yy/yyyy/yyyyy/yyy/y@yy/yy/yyyyy/yUsbggjy!9/1/1826 234 DPNQBSFNpo!Nbz!13!25;57;34!3122Qbhf!4.2! Qspkfdu!Obnf Qspkfdu!Ovncfs Mfwfm!Pg!Tfswjdf!Dpnqvubujpo!Sfqpsu 3111!IDN!Pqfsbujpot!)Gvuvsf!Wpmvnf!Bmufsobujwf* Fyjtujoh!BN Joufstfdujpo!$2;!Qfsjnfufs!Se0Tufwfot!Dsffl!Cmwe! Tjhobm>Qfsnju0Sjhiut>Jodmvef Gjobm!Wpm;23124+++ Mboft;21121 Tjhobm>QspufduTjhobm>Qspufdu Gjobm!Wpm;Mboft;Sjhiut>JodmvefWpm!Dou!Ebuf;502303122Sjhiut>JodmvefMboft;Gjobm!Wpm; Dzdmf!Ujnf!)tfd*;221 8+++!!!3!1!25 Mptt!Ujnf!)tfd*;:! 12 9913Dsjujdbm!W0D;1/39332494+++ 2Bwh!Dsju!Efm!)tfd0wfi*;5/81 211!Bwh!Efmbz!)tfd0wfi*;9/52!63 MPT;B! Mboft;12!11!2! Gjobm!Wpm;21332 Tjhobm>Qfsnju0Sjhiut>Jodmvef Street Name: Perimeter Rd Stevens Creek Blvd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 12 Apr 2011 << 8:00am Base Vol: 10 2 21 13 0 12 7 880 10 52 1383 14 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 2 21 13 0 12 7 880 10 52 1383 14 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 10 2 21 13 0 12 7 880 10 52 1383 14 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 2 21 13 0 12 7 880 10 52 1383 14 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 10 2 21 13 0 12 7 880 10 52 1383 14 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 2 21 13 0 12 7 880 10 52 1383 14 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.83 0.98 0.95 0.92 0.98 0.95 Lanes: 0.83 0.17 1.00 1.00 0.00 1.00 2.00 2.97 0.03 1.00 2.97 0.03 Final Sat.: 1500 300 1750 1800 0 1750 3150 5537 63 1750 5544 56 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.01 0.01 0.01 0.00 0.01 0.00 0.16 0.16 0.03 0.25 0.25 Crit Moves: **** **** **** Green Time: 10.0 10.0 10.0 10.0 0.0 10.0 7.0 65.0 65.0 26.0 84.0 84.0 Volume/Cap: 0.07 0.07 0.13 0.08 0.00 0.08 0.03 0.27 0.27 0.13 0.33 0.33 Delay/Veh: 46.0 46.0 46.4 46.0 0.0 46.0 48.4 11.0 11.0 33.2 4.1 4.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.0 46.0 46.4 46.0 0.0 46.0 48.4 11.0 11.0 33.2 4.1 4.1 LOS by Move: D D D D A D D B+ B+ C- A A HCM2kAvgQ: 0 0 1 0 0 0 0 5 5 1 5 5 Note: Queue reported is the number of cars per lane. Usbggjy!9/1/1826Dpqzsjhiu!)d*!3119!Epxmjoh!Bttpdjbuft-!Jod/Mjdfotfe!up!GFIS!'!QFFST!!XBMOVU!DSL 235 DPNQBSFNpo!Nbz!13!25;57;34!3122Qbhf!4.3! Qspkfdu!Obnf Qspkfdu!Ovncfs Mfwfm!Pg!Tfswjdf!Dpnqvubujpo!Sfqpsu 3111!IDN!Pqfsbujpot!)Gvuvsf!Wpmvnf!Bmufsobujwf* Fyjtujoh,Qk!BN Joufstfdujpo!$2;!Qfsjnfufs!Se0Tufwfot!Dsffl!Cmwe! Tjhobm>Qfsnju0Sjhiut>Jodmvef Gjobm!Wpm;25132+++ Mboft;21121 Tjhobm>QspufduTjhobm>Qspufdu Gjobm!Wpm;Mboft;Sjhiut>JodmvefWpm!Dou!Ebuf;502303122Sjhiut>JodmvefMboft;Gjobm!Wpm; Dzdmf!Ujnf!)tfd*;221 25+++!!!3!1!25 Mptt!Ujnf!)tfd*;:! 12 9913Dsjujdbm!W0D;1/3:2324:1+++ 2Bwh!Dsju!Efm!)tfd0wfi*;6/31 211!Bwh!Efmbz!)tfd0wfi*;9/82!63 MPT;B! Mboft;12!11!2! Gjobm!Wpm;21332 Tjhobm>Qfsnju0Sjhiut>Jodmvef Street Name: Perimeter Rd Stevens Creek Blvd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 12 Apr 2011 << 8:00am Base Vol: 10 2 21 13 0 12 7 880 10 52 1383 14 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 2 21 13 0 12 7 880 10 52 1383 14 Added Vol: 0 0 0 8 0 2 7 0 0 0 7 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 10 2 21 21 0 14 14 880 10 52 1390 14 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 2 21 21 0 14 14 880 10 52 1390 14 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 10 2 21 21 0 14 14 880 10 52 1390 14 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 2 21 21 0 14 14 880 10 52 1390 14 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.83 0.98 0.95 0.92 0.98 0.95 Lanes: 0.83 0.17 1.00 1.00 0.00 1.00 2.00 2.97 0.03 1.00 2.97 0.03 Final Sat.: 1500 300 1750 1800 0 1750 3150 5537 63 1750 5544 56 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.01 0.01 0.01 0.00 0.01 0.00 0.16 0.16 0.03 0.25 0.25 Crit Moves: **** **** **** Green Time: 10.0 10.0 10.0 10.0 0.0 10.0 7.0 65.0 65.0 26.0 84.0 84.0 Volume/Cap: 0.07 0.07 0.13 0.13 0.00 0.09 0.07 0.27 0.27 0.13 0.33 0.33 Delay/Veh: 46.0 46.0 46.4 46.3 0.0 46.1 48.6 11.0 11.0 33.2 4.1 4.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.0 46.0 46.4 46.3 0.0 46.1 48.6 11.0 11.0 33.2 4.1 4.1 LOS by Move: D D D D A D D B+ B+ C- A A HCM2kAvgQ: 0 0 1 1 0 1 0 5 5 1 5 5 Note: Queue reported is the number of cars per lane. Usbggjy!9/1/1826Dpqzsjhiu!)d*!3119!Epxmjoh!Bttpdjbuft-!Jod/Mjdfotfe!up!GFIS!'!QFFST!!XBMOVU!DSL 236 DPNQBSFNpo!Nbz!13!25;57;34!3122Qbhf!4.4! Qspkfdu!Obnf Qspkfdu!Ovncfs Mfwfm!Pg!Tfswjdf!Dpnqvubujpo!Sfqpsu 3111!IDN!Pqfsbujpot!)Gvuvsf!Wpmvnf!Bmufsobujwf* Fyjtujoh!BN Joufstfdujpo!$3;!Xpmgf!Se.Njmmfs!Bwf0Tufwfot!Dsffl!Cmwe! Tjhobm>Qspufdu0Sjhiut>Jhopsf Gjobm!Wpm;1371313+++ Mboft;21312 Tjhobm>QspufduTjhobm>Qspufdu Gjobm!Wpm;Mboft;Sjhiut>JodmvefWpm!Dou!Ebuf;210303119Sjhiut>JodmvefMboft;Gjobm!Wpm; Dzdmf!Ujnf!)tfd*;221 564+++!!!3!1!236 Mptt!Ujnf!)tfd*;23 12 6274Dsjujdbm!W0D;1/8183:38+++ 1Bwh!Dsju!Efm!)tfd0wfi*;51/41 962!Bwh!Efmbz!)tfd0wfi*;49/83!7: MPT;E, Mboft;21!32!1! Gjobm!Wpm;311:14+++232 Tjhobm>Qspufdu0Sjhiut>Jodmvef Street Name: Wolfe Rd-Miller Ave Stevens Creek Blvd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 2 Oct 2008 << 8:00am Base Vol: 200 903 121 202 260 415 453 516 85 69 927 125 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 903 121 202 260 415 453 516 85 69 927 125 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 200 903 121 202 260 415 453 516 85 69 927 125 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 200 903 121 202 260 0 453 516 85 69 927 125 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 200 903 121 202 260 0 453 516 85 69 927 125 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 200 903 121 202 260 0 453 516 85 69 927 125 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 1.00 2.63 0.37 1.00 2.00 1.00 2.00 3.00 1.00 2.00 2.63 0.37 Final Sat.: 1750 4937 662 1750 3800 1750 3150 5700 1750 3150 4934 665 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.18 0.18 0.12 0.07 0.00 0.14 0.09 0.05 0.02 0.19 0.19 Crit Moves: **** **** **** **** Green Time: 25.8 28.4 28.4 18.0 20.6 0.0 22.4 30.4 30.4 21.2 29.2 29.2 Volume/Cap: 0.49 0.71 0.71 0.71 0.37 0.00 0.71 0.33 0.18 0.11 0.71 0.71 Delay/Veh: 37.3 38.6 38.6 51.4 39.4 0.0 44.4 31.8 30.5 36.7 38.1 38.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.3 38.6 38.6 51.4 39.4 0.0 44.4 31.8 30.5 36.7 38.1 38.1 LOS by Move: D+ D+ D+ D- D A D C C D+ D+ D+ HCM2kAvgQ: 7 12 12 8 4 0 9 4 2 1 12 12 Note: Queue reported is the number of cars per lane. Usbggjy!9/1/1826Dpqzsjhiu!)d*!3119!Epxmjoh!Bttpdjbuft-!Jod/Mjdfotfe!up!GFIS!'!QFFST!!XBMOVU!DSL 237 DPNQBSFNpo!Nbz!13!25;57;34!3122Qbhf!4.5! Qspkfdu!Obnf Qspkfdu!Ovncfs Mfwfm!Pg!Tfswjdf!Dpnqvubujpo!Sfqpsu 3111!IDN!Pqfsbujpot!)Gvuvsf!Wpmvnf!Bmufsobujwf* Fyjtujoh,Qk!BN Joufstfdujpo!$3;!Xpmgf!Se.Njmmfs!Bwf0Tufwfot!Dsffl!Cmwe! Tjhobm>Qspufdu0Sjhiut>Jhopsf Gjobm!Wpm;1374321+++ Mboft;21312 Tjhobm>QspufduTjhobm>Qspufdu Gjobm!Wpm;Mboft;Sjhiut>JodmvefWpm!Dou!Ebuf;210303119Sjhiut>JodmvefMboft;Gjobm!Wpm; Dzdmf!Ujnf!)tfd*;221 566+++!!!3!1!236 Mptt!Ujnf!)tfd*;23 12 6324Dsjujdbm!W0D;1/8263:48+++ 1Bwh!Dsju!Efm!)tfd0wfi*;51/81 972!Bwh!Efmbz!)tfd0wfi*;49/:3!7: MPT;E, Mboft;21!32!1! Gjobm!Wpm;314:14+++232 Tjhobm>Qspufdu0Sjhiut>Jodmvef Street Name: Wolfe Rd-Miller Ave Stevens Creek Blvd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 2 Oct 2008 << 8:00am Base Vol: 200 903 121 202 260 415 453 516 85 69 927 125 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 903 121 202 260 415 453 516 85 69 927 125 Added Vol: 3 0 0 8 3 0 2 5 1 0 10 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 203 903 121 210 263 415 455 521 86 69 937 125 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 203 903 121 210 263 0 455 521 86 69 937 125 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 203 903 121 210 263 0 455 521 86 69 937 125 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 203 903 121 210 263 0 455 521 86 69 937 125 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 1.00 2.63 0.37 1.00 2.00 1.00 2.00 3.00 1.00 2.00 2.63 0.37 Final Sat.: 1750 4937 662 1750 3800 1750 3150 5700 1750 3150 4940 659 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.12 0.18 0.18 0.12 0.07 0.00 0.14 0.09 0.05 0.02 0.19 0.19 Crit Moves: **** **** **** **** Green Time: 26.1 28.1 28.1 18.5 20.5 0.0 22.2 30.3 30.3 21.1 29.2 29.2 Volume/Cap: 0.49 0.72 0.72 0.72 0.37 0.00 0.72 0.33 0.18 0.11 0.72 0.72 Delay/Veh: 37.1 39.0 39.0 51.4 39.5 0.0 44.8 31.9 30.5 36.8 38.3 38.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.1 39.0 39.0 51.4 39.5 0.0 44.8 31.9 30.5 36.8 38.3 38.3 LOS by Move: D+ D D D- D A D C C D+ D+ D+ HCM2kAvgQ: 7 12 12 9 4 0 9 4 2 1 12 12 Note: Queue reported is the number of cars per lane. Usbggjy!9/1/1826Dpqzsjhiu!)d*!3119!Epxmjoh!Bttpdjbuft-!Jod/Mjdfotfe!up!GFIS!'!QFFST!!XBMOVU!DSL 238 DPNQBSFNpo!Nbz!13!25;57;34!3122Qbhf!4.6! Qspkfdu!Obnf Qspkfdu!Ovncfs Mfwfm!Pg!Tfswjdf!Dpnqvubujpo!Sfqpsu 3111!IDN!Pqfsbujpot!)Gvuvsf!Wpmvnf!Bmufsobujwf* Fyjtujoh!BN Joufstfdujpo!$4;!Xpmgf!Se0Wbmmdp!Qlxz! Tjhobm>Qspufdu0Sjhiut>Jhopsf Gjobm!Wpm;18722:7+++ Mboft;21413 Tjhobm>QspufduTjhobm>Qspufdu Gjobm!Wpm;Mboft;Sjhiut>JodmvefWpm!Dou!Ebuf;502303122Sjhiut>JodmvefMboft;Gjobm!Wpm; Dzdmf!Ujnf!)tfd*;231 2+++!!!2!2!76+++!!! Mptt!Ujnf!)tfd*;23 11 12Dsjujdbm!W0D;1/49823 1Bwh!Dsju!Efm!)tfd0wfi*;29/51 22!Bwh!Efmbz!)tfd0wfi*;28/:3!27 MPT;C! Mboft;21!32!1! Gjobm!Wpm;82394+++217 Tjhobm>Qspufdu0Sjhiut>Jodmvef Street Name: Wolfe Rd Vallco Pkwy Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 12 Apr 2011 << 8:00am Base Vol: 7 1283 106 196 761 13 1 0 1 16 2 65 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 7 1283 106 196 761 13 1 0 1 16 2 65 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 7 1283 106 196 761 13 1 0 1 16 2 65 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 7 1283 106 196 761 0 1 0 1 16 2 65 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 7 1283 106 196 761 0 1 0 1 16 2 65 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 7 1283 106 196 761 0 1 0 1 16 2 65 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.76 0.24 2.00 3.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 Final Sat.: 1750 5172 427 3150 5700 1750 1750 1900 1750 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.25 0.25 0.06 0.13 0.00 0.00 0.00 0.00 0.01 0.00 0.04 Crit Moves: **** **** **** **** Green Time: 27.4 72.1 72.1 18.1 62.8 0.0 7.0 0.0 7.0 17.6 10.8 10.8 Volume/Cap: 0.02 0.41 0.41 0.41 0.26 0.00 0.01 0.00 0.01 0.03 0.01 0.41 Delay/Veh: 35.9 12.8 12.8 46.7 15.8 0.0 53.3 0.0 53.3 43.9 49.8 53.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.9 12.8 12.8 46.7 15.8 0.0 53.3 0.0 53.3 43.9 49.8 53.4 LOS by Move: D+ B B D B A D- A D- D D D- HCM2kAvgQ: 0 9 9 4 5 0 0 0 0 0 0 3 Note: Queue reported is the number of cars per lane. Usbggjy!9/1/1826Dpqzsjhiu!)d*!3119!Epxmjoh!Bttpdjbuft-!Jod/Mjdfotfe!up!GFIS!'!QFFST!!XBMOVU!DSL 239 DPNQBSFNpo!Nbz!13!25;57;34!3122Qbhf!4.7! Qspkfdu!Obnf Qspkfdu!Ovncfs Mfwfm!Pg!Tfswjdf!Dpnqvubujpo!Sfqpsu 3111!IDN!Pqfsbujpot!)Gvuvsf!Wpmvnf!Bmufsobujwf* Fyjtujoh,Qk!BN Joufstfdujpo!$4;!Xpmgf!Se0Wbmmdp!Qlxz! Tjhobm>Qspufdu0Sjhiut>Jhopsf Gjobm!Wpm;18862:7+++ Mboft;21413 Tjhobm>QspufduTjhobm>Qspufdu Gjobm!Wpm;Mboft;Sjhiut>JodmvefWpm!Dou!Ebuf;502303122Sjhiut>JodmvefMboft;Gjobm!Wpm; Dzdmf!Ujnf!)tfd*;231 27+++!!!2!2!76+++!!! Mptt!Ujnf!)tfd*;23 11 12Dsjujdbm!W0D;1/4:823 1Bwh!Dsju!Efm!)tfd0wfi*;29/91 22!Bwh!Efmbz!)tfd0wfi*;29/13!27 MPT;C.! Mboft;21!32!1! Gjobm!Wpm;82396+++217 Tjhobm>Qspufdu0Sjhiut>Jodmvef Street Name: Wolfe Rd Vallco Pkwy Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 12 Apr 2011 << 8:00am Base Vol: 7 1283 106 196 761 13 1 0 1 16 2 65 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 7 1283 106 196 761 13 1 0 1 16 2 65 Added Vol: 0 2 0 0 14 0 15 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 7 1285 106 196 775 13 16 0 1 16 2 65 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 7 1285 106 196 775 0 16 0 1 16 2 65 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 7 1285 106 196 775 0 16 0 1 16 2 65 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 7 1285 106 196 775 0 16 0 1 16 2 65 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.76 0.24 2.00 3.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 Final Sat.: 1750 5173 427 3150 5700 1750 1750 1900 1750 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.25 0.25 0.06 0.14 0.00 0.01 0.00 0.00 0.01 0.00 0.04 Crit Moves: **** **** **** **** Green Time: 27.1 72.1 72.1 18.1 63.1 0.0 7.0 0.0 7.0 17.6 10.8 10.8 Volume/Cap: 0.02 0.41 0.41 0.41 0.26 0.00 0.16 0.00 0.01 0.03 0.01 0.41 Delay/Veh: 36.1 12.8 12.8 46.7 15.6 0.0 54.4 0.0 53.3 43.9 49.8 53.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.1 12.8 12.8 46.7 15.6 0.0 54.4 0.0 53.3 43.9 49.8 53.4 LOS by Move: D+ B B D B A D- A D- D D D- HCM2kAvgQ: 0 9 9 4 5 0 1 0 0 0 0 3 Note: Queue reported is the number of cars per lane. Usbggjy!9/1/1826Dpqzsjhiu!)d*!3119!Epxmjoh!Bttpdjbuft-!Jod/Mjdfotfe!up!GFIS!'!QFFST!!XBMOVU!DSL 23: Qbhf!2.2! MPT)tfd*W0DDibohf)tfd*DibohfMPT)tfd*W0D)tfd* Qspkfdu!Obnf Qspkfdu!Ovncfs Gvuvsf!Wpmvnf!Bmufsobujwf Npo!Nbz!13!25;61;48!3122 Dpqzsjhiu!)d*!3119!Epxmjoh!Bttpdjbuft-!Jod/Mjdfotfe!up!GFIS!'!QFFST!!XBMOVU!DSL BwhBwhBwhBwhBwh Tvnnbsz!Tdfobsjp!Dpnqbsjtpo!Sfqpsu!)Xjui!Bwfsbhf!Dsjujdbm!Efmbz* EfmDsjuEfmEfmDsjuEfmEfmDsjuW0DEfmEfmEfmDsjuEfm BwhDsjuBwhDsjuBwhDsjuDsjuDsjuBwhDsju Cbdlhspvoe!BNCbdlhspvoe,Qk!BN@@@@@@ DPNQBSFJoufstfdujpoMPT)tfd*W0D)tfd*MPT)tfd*W0D)tfd*$2Qfsjnfufs!Se0Tufwfot!Dsffl!CmweB9/71/4326/5B9/91/43:6/9@yy/yy/yyyy/yyyyy/yyy/y@yy/yy/yyyyy/y$3Xpmgf!Se.Njmmfs!Bwf0Tufwfot!Dsffl!CmweE4:/91/87:53/3 E51/21/88753/8@yy/yy/yyyy/yyyyy/yyy/y@yy/yy/yyyyy/y$4Xpmgf!Se0Wbmmdp!QlxzD38/31/6513:/6D38/41/6613:/8@yy/yy/yyyy/yyyyy/yyy/y@yy/yy/yyyyy/yUsbggjy!9/1/1826 241 DPNQBSFNpo!Nbz!13!25;61;48!3122Qbhf!4.2! Qspkfdu!Obnf Qspkfdu!Ovncfs Mfwfm!Pg!Tfswjdf!Dpnqvubujpo!Sfqpsu 3111!IDN!Pqfsbujpot!)Gvuvsf!Wpmvnf!Bmufsobujwf* Cbdlhspvoe!BN! Joufstfdujpo!$2;!Qfsjnfufs!Se0Tufwfot!Dsffl!Cmwe! Tjhobm>Qfsnju0Sjhiut>Jodmvef Gjobm!Wpm;35127+++ Mboft;21121 Tjhobm>QspufduTjhobm>Qspufdu Gjobm!Wpm;Mboft;Sjhiut>JodmvefWpm!Dou!Ebuf;502303122Sjhiut>JodmvefMboft;Gjobm!Wpm; Dzdmf!Ujnf!)tfd*;221 35+++!!!3!1!29 Mptt!Ujnf!)tfd*;:! 12 2129!!!3Dsjujdbm!W0D;1/43232649+++ 2Bwh!Dsju!Efm!)tfd0wfi*;6/51 211!Bwh!Efmbz!)tfd0wfi*;9/72!63 MPT;B! Mboft;12!11!2! Gjobm!Wpm;21332 Tjhobm>Qfsnju0Sjhiut>Jodmvef Street Name: Perimeter Rd Stevens Creek Blvd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 12 Apr 2011 << 8:00am Base Vol: 10 2 21 13 0 12 7 880 10 52 1383 14 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 2 21 13 0 12 7 880 10 52 1383 14 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ATI: 0 0 0 3 0 12 17 138 0 0 155 4 Initial Fut: 10 2 21 16 0 24 24 1018 10 52 1538 18 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 2 21 16 0 24 24 1018 10 52 1538 18 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 10 2 21 16 0 24 24 1018 10 52 1538 18 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 2 21 16 0 24 24 1018 10 52 1538 18 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.83 0.98 0.95 0.92 0.98 0.95 Lanes: 0.83 0.17 1.00 1.00 0.00 1.00 2.00 2.97 0.03 1.00 2.96 0.04 Final Sat.: 1500 300 1750 1800 0 1750 3150 5545 54 1750 5535 65 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.01 0.01 0.01 0.00 0.01 0.01 0.18 0.18 0.03 0.28 0.28 Crit Moves: **** **** **** Green Time: 10.0 10.0 10.0 10.0 0.0 10.0 7.0 67.6 67.6 23.4 84.0 84.0 Volume/Cap: 0.07 0.07 0.13 0.10 0.00 0.15 0.12 0.30 0.30 0.14 0.36 0.36 Delay/Veh: 46.0 46.0 46.4 46.1 0.0 46.5 48.9 10.1 10.1 35.3 4.3 4.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.0 46.0 46.4 46.1 0.0 46.5 48.9 10.1 10.1 35.3 4.3 4.3 LOS by Move: D D D D A D D B+ B+ D+ A A HCM2kAvgQ: 0 0 1 1 0 1 1 5 5 1 6 6 Note: Queue reported is the number of cars per lane. Usbggjy!9/1/1826Dpqzsjhiu!)d*!3119!Epxmjoh!Bttpdjbuft-!Jod/Mjdfotfe!up!GFIS!'!QFFST!!XBMOVU!DSL 242 DPNQBSFNpo!Nbz!13!25;61;48!3122Qbhf!4.3! Qspkfdu!Obnf Qspkfdu!Ovncfs Mfwfm!Pg!Tfswjdf!Dpnqvubujpo!Sfqpsu 3111!IDN!Pqfsbujpot!)Gvuvsf!Wpmvnf!Bmufsobujwf* Cbdlhspvoe,Qk!BN Joufstfdujpo!$2;!Qfsjnfufs!Se0Tufwfot!Dsffl!Cmwe! Tjhobm>Qfsnju0Sjhiut>Jodmvef Gjobm!Wpm;37135+++ Mboft;21121 Tjhobm>QspufduTjhobm>Qspufdu Gjobm!Wpm;Mboft;Sjhiut>JodmvefWpm!Dou!Ebuf;502303122Sjhiut>JodmvefMboft;Gjobm!Wpm; Dzdmf!Ujnf!)tfd*;221 42+++!!!3!1!29 Mptt!Ujnf!)tfd*;:! 12 2129!!!3Dsjujdbm!W0D;1/43:32656+++ 2Bwh!Dsju!Efm!)tfd0wfi*;6/91 211!Bwh!Efmbz!)tfd0wfi*;9/92!63 MPT;B! Mboft;12!11!2! Gjobm!Wpm;21332 Tjhobm>Qfsnju0Sjhiut>Jodmvef Street Name: Perimeter Rd Stevens Creek Blvd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 12 Apr 2011 << 8:00am Base Vol: 10 2 21 13 0 12 7 880 10 52 1383 14 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 2 21 13 0 12 7 880 10 52 1383 14 Added Vol: 0 0 0 8 0 2 7 0 0 0 7 0 ATI: 0 0 0 3 0 12 17 138 0 0 155 4 Initial Fut: 10 2 21 24 0 26 31 1018 10 52 1545 18 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 2 21 24 0 26 31 1018 10 52 1545 18 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 10 2 21 24 0 26 31 1018 10 52 1545 18 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 2 21 24 0 26 31 1018 10 52 1545 18 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.83 0.98 0.95 0.92 0.98 0.95 Lanes: 0.83 0.17 1.00 1.00 0.00 1.00 2.00 2.97 0.03 1.00 2.96 0.04 Final Sat.: 1500 300 1750 1800 0 1750 3150 5545 54 1750 5535 64 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.01 0.01 0.01 0.00 0.01 0.01 0.18 0.18 0.03 0.28 0.28 Crit Moves: **** **** **** Green Time: 10.0 10.0 10.0 10.0 0.0 10.0 7.0 67.6 67.6 23.4 84.0 84.0 Volume/Cap: 0.07 0.07 0.13 0.15 0.00 0.16 0.15 0.30 0.30 0.14 0.37 0.37 Delay/Veh: 46.0 46.0 46.4 46.5 0.0 46.6 49.1 10.1 10.1 35.3 4.3 4.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.0 46.0 46.4 46.5 0.0 46.6 49.1 10.1 10.1 35.3 4.3 4.3 LOS by Move: D D D D A D D B+ B+ D+ A A HCM2kAvgQ: 0 0 1 1 0 1 1 5 5 1 6 6 Note: Queue reported is the number of cars per lane. Usbggjy!9/1/1826Dpqzsjhiu!)d*!3119!Epxmjoh!Bttpdjbuft-!Jod/Mjdfotfe!up!GFIS!'!QFFST!!XBMOVU!DSL 243 DPNQBSFNpo!Nbz!13!25;61;48!3122Qbhf!4.4! Qspkfdu!Obnf Qspkfdu!Ovncfs Mfwfm!Pg!Tfswjdf!Dpnqvubujpo!Sfqpsu 3111!IDN!Pqfsbujpot!)Gvuvsf!Wpmvnf!Bmufsobujwf* Cbdlhspvoe!BN Joufstfdujpo!$3;!Xpmgf!Se.Njmmfs!Bwf0Tufwfot!Dsffl!Cmwe! Tjhobm>Qspufdu0Sjhiut>Jhopsf Gjobm!Wpm;1397331+++ Mboft;21312 Tjhobm>QspufduTjhobm>Qspufdu Gjobm!Wpm;Mboft;Sjhiut>JodmvefWpm!Dou!Ebuf;210303119Sjhiut>JodmvefMboft;Gjobm!Wpm; Dzdmf!Ujnf!)tfd*;221 593+++!!!3!1!252 Mptt!Ujnf!)tfd*;23 12 7394Dsjujdbm!W0D;1/87:32165+++ 1Bwh!Dsju!Efm!)tfd0wfi*;53/31 962!Bwh!Efmbz!)tfd0wfi*;4:/93!94 MPT;E! Mboft;21!32!1! Gjobm!Wpm;311:53+++247 Tjhobm>Qspufdu0Sjhiut>Jodmvef Street Name: Wolfe Rd-Miller Ave Stevens Creek Blvd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 2 Oct 2008 << 8:00am Base Vol: 200 903 121 202 260 415 453 516 85 69 927 125 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 903 121 202 260 415 453 516 85 69 927 125 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ATI: 0 39 15 18 26 32 29 112 0 14 127 16 Initial Fut: 200 942 136 220 286 447 482 628 85 83 1054 141 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 200 942 136 220 286 0 482 628 85 83 1054 141 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 200 942 136 220 286 0 482 628 85 83 1054 141 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 200 942 136 220 286 0 482 628 85 83 1054 141 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 1.00 2.61 0.39 1.00 2.00 1.00 2.00 3.00 1.00 2.00 2.63 0.37 Final Sat.: 1750 4893 706 1750 3800 1750 3150 5700 1750 3150 4938 661 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.19 0.19 0.13 0.08 0.00 0.15 0.11 0.05 0.03 0.21 0.21 Crit Moves: **** **** **** **** Green Time: 25.4 27.6 27.6 18.0 20.2 0.0 21.9 33.2 33.2 19.2 30.5 30.5 Volume/Cap: 0.50 0.77 0.77 0.77 0.41 0.00 0.77 0.36 0.16 0.15 0.77 0.77 Delay/Veh: 37.7 40.9 40.9 55.9 40.0 0.0 47.4 30.2 28.3 38.6 38.9 38.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.7 40.9 40.9 55.9 40.0 0.0 47.4 30.2 28.3 38.6 38.9 38.9 LOS by Move: D+ D D E+ D A D C C D+ D+ D+ HCM2kAvgQ: 7 13 13 10 5 0 10 5 2 1 14 14 Note: Queue reported is the number of cars per lane. Usbggjy!9/1/1826Dpqzsjhiu!)d*!3119!Epxmjoh!Bttpdjbuft-!Jod/Mjdfotfe!up!GFIS!'!QFFST!!XBMOVU!DSL 244 DPNQBSFNpo!Nbz!13!25;61;48!3122Qbhf!4.5! Qspkfdu!Obnf Qspkfdu!Ovncfs Mfwfm!Pg!Tfswjdf!Dpnqvubujpo!Sfqpsu 3111!IDN!Pqfsbujpot!)Gvuvsf!Wpmvnf!Bmufsobujwf* Cbdlhspvoe,Qk!BN Joufstfdujpo!$3;!Xpmgf!Se.Njmmfs!Bwf0Tufwfot!Dsffl!Cmwe! Tjhobm>Qspufdu0Sjhiut>Jhopsf Gjobm!Wpm;139:339+++ Mboft;21312 Tjhobm>QspufduTjhobm>Qspufdu Gjobm!Wpm;Mboft;Sjhiut>JodmvefWpm!Dou!Ebuf;210303119Sjhiut>JodmvefMboft;Gjobm!Wpm; Dzdmf!Ujnf!)tfd*;221 595+++!!!3!1!252 Mptt!Ujnf!)tfd*;23 12 7444Dsjujdbm!W0D;1/88732175+++ 1Bwh!Dsju!Efm!)tfd0wfi*;53/81 972!Bwh!Efmbz!)tfd0wfi*;51/23!94 MPT;E! Mboft;21!32!1! Gjobm!Wpm;314:53+++247 Tjhobm>Qspufdu0Sjhiut>Jodmvef Street Name: Wolfe Rd-Miller Ave Stevens Creek Blvd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 2 Oct 2008 << 8:00am Base Vol: 200 903 121 202 260 415 453 516 85 69 927 125 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 903 121 202 260 415 453 516 85 69 927 125 Added Vol: 3 0 0 8 3 0 2 5 1 0 10 0 ATI: 0 39 15 18 26 32 29 112 0 14 127 16 Initial Fut: 203 942 136 228 289 447 484 633 86 83 1064 141 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 203 942 136 228 289 0 484 633 86 83 1064 141 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 203 942 136 228 289 0 484 633 86 83 1064 141 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 203 942 136 228 289 0 484 633 86 83 1064 141 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 1.00 2.61 0.39 1.00 2.00 1.00 2.00 3.00 1.00 2.00 2.64 0.36 Final Sat.: 1750 4893 706 1750 3800 1750 3150 5700 1750 3150 4944 655 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.12 0.19 0.19 0.13 0.08 0.00 0.15 0.11 0.05 0.03 0.22 0.22 Crit Moves: **** **** **** **** Green Time: 25.6 27.3 27.3 18.5 20.1 0.0 21.8 33.2 33.2 19.0 30.5 30.5 Volume/Cap: 0.50 0.78 0.78 0.78 0.42 0.00 0.78 0.37 0.16 0.15 0.78 0.78 Delay/Veh: 37.5 41.4 41.4 56.1 40.2 0.0 47.9 30.3 28.3 38.8 39.2 39.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.5 41.4 41.4 56.1 40.2 0.0 47.9 30.3 28.3 38.8 39.2 39.2 LOS by Move: D+ D D E+ D A D C C D+ D D HCM2kAvgQ: 7 13 13 10 5 0 10 5 2 1 14 14 Note: Queue reported is the number of cars per lane. Usbggjy!9/1/1826Dpqzsjhiu!)d*!3119!Epxmjoh!Bttpdjbuft-!Jod/Mjdfotfe!up!GFIS!'!QFFST!!XBMOVU!DSL 245 DPNQBSFNpo!Nbz!13!25;61;48!3122Qbhf!4.6! Qspkfdu!Obnf Qspkfdu!Ovncfs Mfwfm!Pg!Tfswjdf!Dpnqvubujpo!Sfqpsu 3111!IDN!Pqfsbujpot!)Gvuvsf!Wpmvnf!Bmufsobujwf* Cbdlhspvoe!BN Joufstfdujpo!$4;!Xpmgf!Se0Wbmmdp!Qlxz! Tjhobm>Qspufdu0Sjhiut>Jhopsf Gjobm!Wpm;18:1458+++ Mboft;21413 Tjhobm>QspufduTjhobm>Qspufdu Gjobm!Wpm;Mboft;Sjhiut>JodmvefWpm!Dou!Ebuf;502303122Sjhiut>JodmvefMboft;Gjobm!Wpm; Dzdmf!Ujnf!)tfd*;231 39+++!!!2!2!284+++!!! Mptt!Ujnf!)tfd*;23 11 12Dsjujdbm!W0D;1/65123 1Bwh!Dsju!Efm!)tfd0wfi*;3:/61 242!Bwh!Efmbz!)tfd0wfi*;38/33!61 MPT;D! Mboft;21!32!1! Gjobm!Wpm;322428+++254 Tjhobm>Qspufdu0Sjhiut>Jodmvef Street Name: Wolfe Rd Vallco Pkwy Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 12 Apr 2011 << 8:00am Base Vol: 7 1283 106 196 761 13 1 0 1 16 2 65 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 7 1283 106 196 761 13 1 0 1 16 2 65 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ATI: 14 34 37 151 29 31 27 0 12 34 0 108 Initial Fut: 21 1317 143 347 790 44 28 0 13 50 2 173 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 21 1317 143 347 790 0 28 0 13 50 2 173 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 1317 143 347 790 0 28 0 13 50 2 173 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 21 1317 143 347 790 0 28 0 13 50 2 173 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.70 0.30 2.00 3.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 Final Sat.: 1750 5051 548 3150 5700 1750 1750 1900 1750 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.26 0.26 0.11 0.14 0.00 0.02 0.00 0.01 0.02 0.00 0.10 Crit Moves: **** **** **** **** Green Time: 23.6 56.1 56.1 23.7 56.1 0.0 7.0 0.0 7.0 25.1 21.3 21.3 Volume/Cap: 0.06 0.56 0.56 0.56 0.30 0.00 0.27 0.00 0.13 0.08 0.01 0.56 Delay/Veh: 39.2 23.3 23.3 44.6 19.8 0.0 55.5 0.0 54.2 38.2 40.7 47.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.2 23.3 23.3 44.6 19.8 0.0 55.5 0.0 54.2 38.2 40.7 47.4 LOS by Move: D C C D B- A E+ A D- D+ D D HCM2kAvgQ: 1 13 13 7 6 0 1 0 1 1 0 7 Note: Queue reported is the number of cars per lane. Usbggjy!9/1/1826Dpqzsjhiu!)d*!3119!Epxmjoh!Bttpdjbuft-!Jod/Mjdfotfe!up!GFIS!'!QFFST!!XBMOVU!DSL 246 DPNQBSFNpo!Nbz!13!25;61;48!3122Qbhf!4.7! Qspkfdu!Obnf Qspkfdu!Ovncfs Mfwfm!Pg!Tfswjdf!Dpnqvubujpo!Sfqpsu 3111!IDN!Pqfsbujpot!)Gvuvsf!Wpmvnf!Bmufsobujwf* Cbdlhspvoe,Qk!BN Joufstfdujpo!$4;!Xpmgf!Se0Wbmmdp!Qlxz! Tjhobm>Qspufdu0Sjhiut>Jhopsf Gjobm!Wpm;1915458+++ Mboft;21413 Tjhobm>QspufduTjhobm>Qspufdu Gjobm!Wpm;Mboft;Sjhiut>JodmvefWpm!Dou!Ebuf;502303122Sjhiut>JodmvefMboft;Gjobm!Wpm; Dzdmf!Ujnf!)tfd*;231 54+++!!!2!2!284+++!!! Mptt!Ujnf!)tfd*;23 11 12Dsjujdbm!W0D;1/66123 1Bwh!Dsju!Efm!)tfd0wfi*;3:/81 242!Bwh!Efmbz!)tfd0wfi*;38/43!61 MPT;D! Mboft;21!32!1! Gjobm!Wpm;32242:+++254 Tjhobm>Qspufdu0Sjhiut>Jodmvef Street Name: Wolfe Rd Vallco Pkwy Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 12 Apr 2011 << 8:00am Base Vol: 7 1283 106 196 761 13 1 0 1 16 2 65 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 7 1283 106 196 761 13 1 0 1 16 2 65 Added Vol: 0 2 0 0 14 0 15 0 0 0 0 0 ATI: 14 34 37 151 29 31 27 0 12 34 0 108 Initial Fut: 21 1319 143 347 804 44 43 0 13 50 2 173 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 21 1319 143 347 804 0 43 0 13 50 2 173 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 1319 143 347 804 0 43 0 13 50 2 173 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 21 1319 143 347 804 0 43 0 13 50 2 173 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.70 0.30 2.00 3.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 Final Sat.: 1750 5052 548 3150 5700 1750 1750 1900 1750 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.26 0.26 0.11 0.14 0.00 0.02 0.00 0.01 0.02 0.00 0.10 Crit Moves: **** **** **** **** Green Time: 23.3 56.1 56.1 23.7 56.4 0.0 7.0 0.0 7.0 25.0 21.2 21.2 Volume/Cap: 0.06 0.56 0.56 0.56 0.30 0.00 0.42 0.00 0.13 0.08 0.01 0.56 Delay/Veh: 39.5 23.3 23.3 44.6 19.7 0.0 57.3 0.0 54.2 38.2 40.7 47.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.5 23.3 23.3 44.6 19.7 0.0 57.3 0.0 54.2 38.2 40.7 47.4 LOS by Move: D C C D B- A E+ A D- D+ D D HCM2kAvgQ: 1 13 13 7 6 0 2 0 1 1 0 7 Note: Queue reported is the number of cars per lane. Usbggjy!9/1/1826Dpqzsjhiu!)d*!3119!Epxmjoh!Bttpdjbuft-!Jod/Mjdfotfe!up!GFIS!'!QFFST!!XBMOVU!DSL 247 Bay Club Cupertino Focused TIA May 2011 248 63121 9533.281610268.42872372461423880 2,3443422557480154 13,7514221996225916741,265 WeekdayA.M. Peak HourP.M. Peak Hour -3,545-11959178-141214355 -2,484-372663-130131261 5.927280.433221530.59393473 42.941,3853.7558 195.65414384 60,000 s.f.123 rooms250 rooms 396,240 s.f.589,000 s.f.27617745396910492018 (19,000 s.f. net) TotalTotalTotal Retail2,864 s.f.RetailRetail18,200 s.f.1,7852617437885163Retail24,455 s.f. Office18,300 s.f.36142648178299 Condo204 d.u.---115465-552782 Restaurant12,000 s.f.---8051131Jr. College7,000 students1.5410,7800.14892889800.167283921,120 Total Retail Supermarket48,024 s.f. Meeting Rms14,400 s.f.428191332171734 Shopping Cntr138,424 s.f. Cupertino Approved and Pending Project Trip Generation NoRetal2,007 s.f.NoSenior Housing160 units485561110616No NoRetailNoRetail200,000 s.f.NoRetailNoHotelNo34,300 g.s.f.1201333NoHotel200 rooms65461115355108NoRetail846 s.f.79.334336797.08414182NoHotelNoRetail150,000 s.f.6,4609348141285317602NoOffice100,000 s.f.1,3071612318431156187NoAthletic Club145,000 s.f.4,62712698225223157380NoApartments116 units7.38540.521249610.7532982NoS.F. Houses19 d.u. net---619251.25171027NoRetail10,582 s.f.353873302353NoHot el122 rooms971322355293059NoOffice11,015 s.f.24428432157691NoPharmacy17,340 s.f. (built) (built) DevelopmentOccupiedLand UseSizeRateTripsRateInOutTotalRateInOutTotal APPROVED1. Wolfe & Vallco Prkwy (Vallco Mall) Rose Bowl Occupancy of Vacant Space Future Vallco Expansion (not approved)Approval expired, new project anticipated but not approved2. 10165 N. De Anza Blvd (Shashi Hotel)3. 10212 N. De Anza Blvd (Learning Game) 4. 19770 Stevens Creek Blvd. (Marketplace Bldg. C) 5. Vallco Hotel6. Stevens Creek Blvd. & Stelling (De Anza College Expansion)(2)7. 1699 S. De Anza Blvd (Valero Gas)8. Main Street Cupertino (3)9. 20800 Homestead/10807 N. Stelling (Villa Serra)(4)10. 10855 N. Stelling Rd. (Larry Guy)(5)11. 10100 N. Tantau Avenue12. Oaks Shopping Center (Stevens Creek/SR85) (6)13. One Results Way (Bubb/McClellan, NW corner)14. PW Market (De Anza/Homestead, SW corner)15. Cupertino Village (Homestead/Wolfe, SW corner) (7) 249 OFFICE OF COMMUNITY DEVELOPMENT CITY HALL CUPERTINO, CA 95014-3255 (408) 777--planning@cupertino.org Subject: Report of the Community Development Director Planning Commission Agenda Date: Tuesday, May 24, 2011 Miscellaneous Items: 1.Community Energy Champions Grants - The City received notice that it will be awarded two Community Energy Champions Grants (totaling $30,000) to expand its GreenBiz Pilot Program and establish a new “Growing Green Blocks” initiative to engage interested city neighborhoods in environmental services offered by the City. This item will come before the City Council in early June. 2.Cupertino Day - The 2011 Cupertino Day, held on May 7, 2011, was a success at Blackberry Farm. Approximately 500 residents had fun and enjoyed the barbecue, the pool and the nature activities. McClellan Ranch Park wildflower garden was is in full- bloom. 3.New Fire Chief -The County has appointed Chief Kenneth Kehmna as the new Fire Chief. Attached is the press release. Upcoming Dates: June 1 CREST Awards Ceremony, Community Hall, 7 to 9 p.m. Enclosures: Press Release News Articles G:\\Planning\\AartiS\\Director's Report\\pd5-24-11.doc 264 265 266 267 268 269 26: 271 272 273